Loading...
HomeMy WebLinkAboutContract 44135CITY SECRETARY' e-v CONTRACT NO...II 1 In 14 FORT WORTH CI Y SECRETARY SPECIFICATIONS AND CONTRACT,NC&IMIENTS FOR v/' 1 if CONTRACTOR'S BONDING CO. CONSTRUCTION'S COPY SANITARY SEWER REHA I, Miile,ENT CONTRACT LVI (56) PART 3 CITY PROJECT No. 01029 DOE No. 6020 Sewer No. P258-709170102987 OCTOBER 2011 Betsy Price Mayor Tom Higgins City Manager Douglas W. Wiersig, P.E. Director, Transportation and Public Works Department S. Frank Crumb, P.E. Director, Water Department Richard Zavala Director, Parks and Community Services Department r1 t ROBERT K. CULLWELL i -O•. 91746 /CENSE„ - r� SS ‘,�'ONA101, L nyit PREPARED FOR: he City of Fort Worth CH2M HILL TBPE REG #2297 OFFICIAL RECORD CITY SECRETARY PT MIS TX 02-01-13 P02:00 IN Official site of the City of Fort Worth, Texas CITY COUNCIL AGENDA COUNCIL ACTION: Approved on 10/23/2012 - Ordinance No. 20468-10-2012 Create New From This M&C DATE:10/23/2012 REFERENCE NO.:**C-25943 LOG NAME:60SS56P3- CIRCLEC CODE:C TYPE:CONSENT PUBLIC HEARING:NO SUBJECT: Authorize Execution of a Contract with William J. Schultz, Inc.., d/b/a Circle "C" Construction Company in the Amount of $533,753.55 for Sanitary Sewer Rehabilitation Contract 56, Part 3, on Portions of Presidio Street and Lake Street and Adopt Appropriation Ordinance (COUNCIL DISTRICTS 8 and 9) RECOMMENDATION: It is recommended that the City Council: 1. Authorize the transfer of $580,753.55 from the Water and Sewer Operating Fund to the Sewer Capital Projects Fund; 2. Adopt the attached appropriation ordinance increasing estimated receipts and appropriations in the Sewer Capital Projects Fund in the amount of $580,753.55 from available funds; and 3. Authorize the execution of a contract with William J. Schultz, Inc. d/b/a Circle "C" Construction Company in the amount of $533,753.55 for Sanitary Sewer Rehabilitation Contract 56, Part 3. DISCUSSION: On January 21, 2003, (M&C C-19437) the City Council authorized the execution of an Engineering Agreement with Wade & Associates for Sanitary Sewer Rehabilitation Contract 56. Prior to this recommendation for award of contract, a private developer of adjacent property funded the installation of some of the improvements proposed in the original scope. In addition, a separate City street rehabilitation project necessitated the immediate installation of some of this Project's mains via a City miscellaneous contract. The contract amount has been reduced in the amount of $312,136.00 (36.90 percent), for a revised contract in the amount of $533,753.55 to account for the previous work completed. This project, Part 3, now consists of abandoning deteriorated sanitary sewers in alleys and replacing them with new mains on the following streets: Street From To West Presidio Street Lake Street 360 feet east Lake Street 180 feet North of West Lancaster Avenue 200 feet south of Texas Street Macon Street West Fourth Street 300 feet south The project was originally advertised for bid on October 20, 2011 and October 27, 2011, in the Fort Worth Star-Telegram. On November 17, 2011, the following bids were received: 2) P258 531350 709170102952 $3,000.00 2) P258 511010 709170102980 $1,500.00 2) P258 531200 709170102984 $3,000.00 2) P258 531350 709170102984 $1,500.00 1) PE45 538040 0709020 $580,753.55 3) P258 541200 709170102987 $533,753.55 ORIGINAL SCOPE: Street From To West Seventh Street Summit Avenue Penn Street Penn Street West Seventh Street West Tenth Street West Tenth Street Penn Street 165 feet east Texas Street Summit Avenue 65 feet west Lake Street West Presidio Street 135 feet north West Presidio Street Lake Street 360 feet east Lake Street 180 feet North of West Lancaster Avenue 200 feet south of Texas Street Macon Street West Fourth Street 300 feet south Bidders Bid Amount Time of Contract Utilitex Construction, LLP*$843,348.45 150 Calendar Days William J. Schultz, Inc. d/b/a Circle "C" Construction Company $845,889.55 Jackson Construction, Ltd.$927,756.00 *Utilitex Construction, LLP, has been determined to be in non-compliance with the M/WBE Ordinance; therefore, Staff recommends awarding the project to the second low bidder William J. Schultz, Inc. d/b/a Circle "C" Construction Company. William J. Schultz, Inc. d/b/a Circle "C" Construction Company, understands the reduction in scope and has agreed to construct the reduced project at its originally bid unit prices. William J. Schultz, Inc. d/b/a Circle "C" Construction Company, is in compliance with the City's M/WBE Ordinance by committing to 20 percent M/WBE participation on this project. The City's M/WBE goal on this project is 20 percent. In addition to the contract cost, $22,000.00 is required for construction staking, project management, material testing and inspection and $25,000.00 is provided for project contingencies. This project is located in COUNCIL DISTRICTS 8 and 9. FISCAL INFORMATION/CERTIFICATION: The Financial Management Services Director certifies that upon approval of the above recommendations and the adoption of the attached appropriation ordinance, funds will be available in the current capital budget, as appropriated, of the Sewer Capital Projects Fund. TO Fund/Account/Centers FROM Fund/Account/Centers 2) P258 531350 709170102985 $10,000.00 2) P258 541200 709170102987 $558,753.55 2) P258 531350 709170102991 $1,000.00 2) P258 511010 709170102993 $1,000.00 1&2) P258 476045 7091701029ZZ $580,753.55 2) P258 531350 709170102994 $1,000.00 Submitted for City Manager's Office by:Fernando Costa (6122) Originating Department Head:S. Frank Crumb (8207) Additional Information Contact:Susan Schwinger (6529) ATTACHMENTS 60SS56P3-CIRCLEC AO13.doc (Public) 60SS56P3-CIRCLEC COMPLIANCE.pdf (CFW Internal) 60SS56P3-CIRCLEC MAP.pdf (Public) PE45-538040-0709020.docx (CFW Internal) City of Fort Worth Water Department ADDENDUM No. 1 To the Specifications and Contract Documents FOR Sanitary Sewer Rehabilitation Contract LVI (56) — Part 3 D,O.E. PROJECT NO. 6020 SEWER PROJECT NO. P258-709170102987 CITY PROJECT NO. 01029 Addendum No. 1 Issue Date: November 15, 2011 Bid Receipt Date: November 17, 2011 This addendum forms part of the contract documents referenced above and modifies the original Contract Documents. Acknowledge receipt of this addendum by signing and attaching it to the Contract Documents (inside). Note receipt of the Addendum in the Bid Proposal and on the outer envelope of your bid. Prospective Bidders are hereby notified of the following: PLEASE MAKE NOTE OF THE FOLLOWING REVISIONS; SPECIFICATION AND CONTRACT DOCUMENTS; 2.2. Notice to Bidders Replace with the attached revised Short Form Notice to Bidders 2.3. Comprehensive Notice to Bidders Replaced with the attached revised Comprehensive Notice to Bidders 4.2 Bid Proposal Replace the Bid Proposal with the attached Bid Proposal. CONTRACT DRAWINGS DOCUMENTS: The following sheets are being reissued as part of this addendum: 6, 7, 8, 12, 13, 14, 15, 16, 16A, 18, 19 Receipt Acknowledged: By: Title: 9 F; Water Department S. Frank Crumb, P.E. Director By: Tony Sholola, P.E. Engineering Manager Water Department • ADDENDUM No.1 11-15-2011 ATTACHMENTS ADDENDUM No.1 11-15-2011 SHORT FORM NOTICE TO BIDDERS Sealed proposals for the following: FOR: Sanitary Sewer Rehabilitation Contract LVI (56) — Part 3 Main 42 and 205 Drainage Areas Sewer Project No. P258- 709170102987 City Project No. 01029 DOE 6020 Addressed to: CITY OF FORT WORTH PURCHASING DIVISION 1000 THROCKMORTON ST FORT WORTH TX 76102-6311 will be received at the Purchasing Office until 1:30 p.m., November 17, 2011 and then publicly opened and read aloud at 2:00 p.m. in the Council Chambers. One set of plans and documents for this project may be purchased for a non- refundable cost of Sixty Dollars ($60.00) per set between the hours of 10 a.m. and 3 p.m. at the offices of CH2M HILL, 309 West 7th Street, Suite 1020, Fort Worth, Texas 76012. These documents contain additional information for prospective bidders. Documents may also be obtained free of charge at the City's online system (Buzzsav-v). Email the City of Fort Worth Project Manager listed below for instructions on accessing the online documents. Plans and Specifications will be available online and for pick-up on Tuesday, October 25, 2011. The major work will consist of the following (All Approximate): SEWER IMPROVEMENTS 1030 L.F. 8-inch Pipe Sewer PVC 990 L.F. 8-inch DIP 300 L.F. 8-inch Pressure Pipe PVC 400 L.F. 6-inch Rehab (CIPP) 20 EA. 4-foot diameter Standard Manholes 5 EA. 4-foot diameter Drop Manholes 2 EA. 4-foot diameter Shallow Cones Manholes All bidders submitting bids are required to be pre -qualified in accordance with the requirements of the Special Instructions to Bidders. For additional information, please contact Ms. Susan Schwinger, P.E., Project Manager, City of Fort Worth — Water Department at Telephone Number: (817) 392-6529 or by email: susan.schwinger@fortworthgov.org, and/or Robert Cullwell P.E., Project Manager, CH2M HILL, at (512) 249-3372 or by email: Robert.Cullwell@TH2M.com. Advertising Dates: October 20, 2011 October 27, 2011 ADDENDUM No.1 11-15-2011 COMPREHENSIVE NOTICE TO BIDDERS Sealed proposals for the following: FOR: Sanitary Sewer Rehabilitation - Contract LVI (56) — Part 3 Main 42 and 205 Drainage Areas Sewer Project No. P258-709170102987 City Project No. 01029 DOE 6020 Addressed to: CITY OF FORT WORTH PURCHASING DIVISION 1000 THROCKMORTON ST FORT WORTH TX 76102-6311 will be received at the Purchasing Office until 1:30 p.m., November 17, 2011 and then publicly opened and read aloud at 2:00 p.m. in the Council Chambers. One set of plans and documents for this project may be purchased for a non- refundable cost of Sixty Dollars ($60.00) per set between the hours of 10 a.m. and 3 p.m. at the offices of CH2M HILL, 309 West 7`1' Street, Suite 1020, Fort Worth, Texas 76102. These documents contain additional information for prospective bidders. Documents may also be obtained free of charge at the City's online system (Buzzsaw). Email the City of Fort Worth Project Manager listed below for instructions on accessing the online documents. Plans and Specifications will be available online and for pick-up on Tuesday, October 25, 2011. The major work will consist of the following (All Approximate): SEWER IMPROVEMENTS 1030 L.F. 8-inch Pipe Sewer PVC 990 L.F. 8-inch DIP 300 L.F. 8-inch Pressure Pipe PVC 400 L.F. 6-inch Rehab (CIPP) 20 EA. 4-foot diameter Standard Manholes 5 EA. 4-foot diameter Drop Manholes 2 EA. 4-foot diameter Shallow Cones Manholes Included in the above will be all other miscellaneous items of construction as outlined in the Plans, General Contract Documents and Specifications. NOTICES All bidders will be required to comply with Provision 5159a of"Vernon's Annotated Civil Statutes" of the State of Texas with respect to the payment of prevailing wage rates and City of Fort Worth Ordinance no. 7400 (Fort Worth City Code Sections 13-A-221 through 13-A-29) prohibiting discrimination in the employment practices. Bid security may be required in accordance with Special Instructions to Bidders. ADDENDUM No.1 11-15-2011 COMPREHENSIVE NOTICE TO BIDDERS The City of Fort Worth reserves the right to reject any and/or all bids and waive any and/or all formalities. No bid may be withdrawn until the expiration of ninety (90) days from the date bids are opened. The award of contract, if made, will be within ninety (90) days after the opening of bids, but in no case will the award be made until all the necessary investigations are made as to the responsibility of the bidder to whom it is proposed to award the Contract. Bidders are responsible for obtaining all addenda to the contract documents and acknowledging receipt of the addenda by initialing the appropriate spaces on the Addenda Index and Receipt form(s). Bids that do not acknowledge receipt of all addenda may be rejected as being non -responsive. Information regarding the status of addenda may be obtained by contacting Robert K. Cullwell, P.E. of CH2M HILL, at 512-249-3372 Bidders, using the printed copy, shall not separate, detach or remove any portion, segment or sheets from the contract document at any time. Bidders must complete the proposal section(s) and submit the complete specification book or face rejection of the bid as non -responsive. It is recommended that the bidder make a copy of the forms included in the Minority and Women Business Enterprise section for submittal within the time deadline stated below or the bidder may request a copy of said forms from the City of Fort Worth Project Manager named in this solicitation. In accordance with the City of Fort Worth Ordinance No. 15530, the City of Fort Worth has goals for the participation of minority business enterprises and women business enterprises in City of Fort Worth contracts. A copy of the Ordinance can be obtained from the office of the City Secretary. The bidder shall submit the MBE/WBE UTILIZATION FORM, SUBCONTRACTOR/SUPPLIER UTILIZATION FORM, PRIME CONTRACTOR WAIVER FORM, GOOD FAITH EFFORT FORM (with "Documentation") and/or the JOINT VENTURE FORM as appropriate. The Documentation must be received no later than 5:00 p.m., five (5) City of Fort Worth business days after the bid opening date. The bidder shall obtain a receipt from the appropriate employee of the Water Department to whom delivery was made. Such receipt shall be evidence that the City of Fort Worth received the Documentation. Failure to comply shall render the bid non- responsive. SUBMISSION OF BID AND AWARD OF CONTRACT The proposal within this document is designed as a package. In order to be considered an acceptable bid, the Contractor is required to submit a bid for the complete proposal. A bid proposal submittal that is received with the proposal incomplete will be rejected as being non -responsive. The Contractor, who submits the bid with the lowest price, will be the apparent successful bidder for the project. Bidders are hereby informed that the Director of the Water Department reserves the right to evaluate and recommend to the City of Fort Worth City Council the bid that is considered to be in the best interest of the City of Fort Worth. Bidders must be pre -qualified with City of Fort Worth to secure an award of a project. Not being pre -qualified can be grounds for rejection of a bid. For additional information, please contact Ms. Susan Schwinger, P.E., Project Manager, City of Fort Worth —Water Department at Telephone Number: (817) 392-6529 or by email: susan.schwinger@fortwortgov.org, and/or Robert Cullwell, P.E., Project Manager, CH2M HILL at (512) 249-3372 or by email: Robert.Cullwell@CH2M.com. TOM HIGGINS MARTY HENDRIX CITY MANAGER CITY SECRETARY By: Advertising Dates: October 20, 2011 October 27, 2011 Tony Sholola, P.E Engineering Manager, Water Department ADDENDUM No.1 11-15-2011 PROPOSAL TO: The Purchasing Department Fort Worth, Texas City of Fort Worth, Texas FOR: Sanitary Sewer Rehabilitation Contract LVI [56], Part 3 Main 42 and 205 Drainage Areas D.O.E. Project No 6020 Sewer Project No. P258 709170102987 City Project No.: 01029 Pursuant to the foregoing "Notice to Bidders," the undersigned has examined the plans, specifications and the site, understands the amount of work to be done, and hereby proposes to do all the work and furnish all labor, equipment, and materials necessary to fully complete all the work as provided in the plans and specifications, and subject to the inspection and approval of the Director, Water Department of the City of Fort Worth. If required by this project, Contractor must be pre -qualified in accordance with the projects sponsoring Departments of the City of Fort Worth requirements. Upon acceptance of this Proposal by the City Council and required by this project, the bidder is bound to execute a contract and furnish Performance, Maintenance Bond for the water replacement contract only, and Payment Bond approved by the City of Fort Worth for performing and completing said work within the time stated for the following sums, to wit: Total quantities given in the bid proposal may not reflect actual quantities, by represent the best accuracy based on a reasonable effort of investigation; however, they are given for the purpose of bidding on and awarding the contract. (1) ADDENDUM No.1 11-15-2011 BID - Sanitary Sewer Rehabilitation Contract LVI (56) - Part 3 PAY CPMS APPROX DESCRIPTION OF ITEMS WITH BID PRICES TOTAL UNIT PRICE ITEM BID NO. QTY. WRITTEN IN WORDS AMOUNT BID (Furnish and install complete in place, including all appurtenant work, the following items.) 2 3 4 5 6 BID- 360 L.F. Pipe-Sewer-8 Inch PVC (All Depths) — Install 00351 Dollars Cents $ $ BID- 640 L.F. Pipe-Sewer-8 Inch PVC (All Depths) — Install 00351 (backfill with flowable fill) Dollars Cents $ $ BID- 260 L.F. Pipe-Sewer-8 Inch Pressure Class 350 DIP with 00332 Protecto 401 Lining (All Depths) -- Install Dollars Cents $ $ BID- 520 L.F. Pipe-Sewer-8 Inch Pressure Class 350 DIP with 00332 Protector 401 Lining (All Depths) -- Install (Backfill with Flowable Fill) Dollars Cents BID- 30 L.F. Pipe - Sewer-8-inch-SDR 26 (All Depths) — Install 00350 (with Cement stabilized sand embedment backfill with flowable fill) Dollars Cents BID- 300 L.F. Pipe-Sewer-8 Inch-(C900 DR 18 PVC -Sewer) (All 00618 Depths) -- Install (Backfill with Flowable Fill) Dollars Cents 7 *** BID- 400 L.F. Pipe —Rehabilitate (6-inch by CIPP) 01118 (2) Dollars Cents '"' Contractor must complete the following "City Approved Method and Approved Product" form on Page 10 of proposal ADDENDUM No.1 11-15-2011 BID - Sanitary Sewer Rehabilitation Contract LVI (56) - Part 3 PAY CPMS APPROX DESCRIPTION OF ITEMS WITH BID PRICES TOTAL UNIT PRICE ITEM BID NO. QTY. WRITTEN IN WORDS AMOUNT BID (Furnish and install complete in place, including all appurtenant work, the following items.) 8 9 BID- 210 L.F. Pipe-Sewer-8 Inch Class 350 DIP -Other Than Open 00349 Cut — Install Dollars Cents $ $ BID- 80 LF Pipe- Casing - 16-inch - Casing -Other Than Open 00574 Cut —Install Dollars Cents 10 * BID- 170 L.F. Sewer-Service-6 Inch -PVC — Install 00331 11 Dollars Cents $ $ BID- 60 L.F. Sewer-Service-6 lnch Class 350 DIP - Other than 00329 Open Cut Dollars Cents $ 12 BID- 270 L.F. Plumbing Service- 4-inch Schedule 40 — Install 00352 (PVC) Dollars Cents $ $ 13 BID- 160 L.F. Sewer Service-4 Inch Class 350 DIP- Other than 00960 Open Cut— Install Dollars Cents $ $ 14 BID- 20 L.F. Sewer Service-4 Inch-SDR26 — Install 00358 Dollars Cents $ $ 15 BID- 50 L.F. Sewer Service-4 Inch-SDR26 — Install (with Cement 00358 Stabilized Sand Embedment) Dollars Cents $ $ (3) *** Contractor must complete the following "City Approved Method and Approved Product" form on Page 10 of proposal ADDENDUM No.1 11-15-2011 BID - Sanitary Sewer Rehabilitation Contract LVI (56) - Part 3 PAY CPMS APPROX DESCRIPTION OF ITEMS WITH BID PRICES TOTAL UNIT PRICE ITEM BID NO. QTY. WRITTEN IN WORDS AMOUNT BID (Furnish and install complete in place, including all appurtenant work, the following items.) 16 a BID- 50 L.F. Sewer Service-4 Inch -PVC -- Install 00354 Dollars Cents 17 BID- 120 L.F. Plumbing Service- 6-inch Schedule 40 — Install 00353 (PVC) Dollars Cents 18 BID- 30 L.F. (Plumbing Service Reroute at 900 Summit Ave- Plan 00120 Sheet 8A, Including Parking Garage Pavement Concrete Surface) --Install Dollars Cents $ 19 BID- 120 L.F. (Plumbing Service Reroute at 1008 W. Presidio St- 00120 Plan Sheet 14, Including Parking Garage Pavement Concrete Surface) —Install Dollars Cents $ $ 20 BID- 9 EA. Sewer-Service-6 Inch Service Tap — Install 00361 Dollars Cents $ $ 21 BID- 9 EA. Sewer Service-4 Inch Service Tap — Install 00355 Dollars Cents $ $ 22 BID - 2 EA. Sewer Service- 4 Inch Tap (By Pipe Rehab CIPP) 00961 --Install Dollars Cents $ 23 BID- 2,280 L.F. Pipe- Abandon (Grout with Flowable Fill Cement) 00901 (4) Dollars Cents "' Contractor must complete the following "City Approved Method and Approved Product" form on Page 10 of proposal ADDENDUM No.1 11-15-2011 BID - Sanitary Sewer Rehabilitation Contract LVI (56) - Part 3 PAY CPMS APPROX DESCRIPTION OF ITEMS WITH BID PRICES TOTAL UNIT PRICE ITEM BID NO. QTY. WRITTEN IN WORDS AMOUNT BID (Furnish and install complete in place, including all appurtenant work, the following items.) 24 BID- 15 EA. Sewer Service-4 Inch-2 Way Clean Out — Install 00356 Dollars Cents $ $ 25 BID- 5 EA. Sewer-Service-6 Inch-2 Way Clean Out — Install 00362 Dollars Cents $ $ 26 BID- 13 EA. Manhole — Abandon 00205 Dollars Cents 27 BID- 8 EA. Manhole — Remove 00206 Dollars Cents $ $ 28 BID- 2 EA. Manhole -Shallow Std 4 Ft Diam-(Shallow Cone) — 00212 Install Dollars Cents $ $ 29 BID- 20 EA. Manhole-Std 4 Ft Diam-(to 6 Ft Depth) -- Install 00213 Dollars Cents 30 BID- 40 V.F. Manhole-Std 4 Ft Diam-Added Depth (over 6 Ft 00214 Depth) — Install Dollars Cents $ $ 31 BID- 5 EA. Manhole-Drop-Std 4 Ft Diam-(to 6 Ft depth) — 00207 Install (5) "` Contractor must complete the following "City Approved Method and Approved Product" form on Page 10 of proposal Dollars Cents ADDENDUM No.1 11-15-2011 BID - Sanitary Sewer Rehabilitation Contract LVI (56) - Part 3 PAY CPMS APPROX DESCRIPTION OF ITEMS WITH BID PRICES TOTAL UNIT PRICE ITEM BID NO. QTY. WRITTEN IN WORDS AMOUNT BID (Furnish and install complete in place, including all appurtenant work, the following items.) 32 BID- 20 V.F. Manhole-Drop-Std 4 Ft Diam-Added Depth (over 6 00208 Ft Depth) — Install Dollars Cents $ $ 33 BID- 20 EA. Manhole -Vacuum Test — Services 00217 Dollars Cents $ $ 34 BID- 20 EA. Collar -Manhole (32-Inch Frame & Cover) — Install 00198 Dollars Cents $ $ 35 BID- 3 EA. Manhole - Adjustment — Install (replace ex 24" 00849 opening cone w/prop 30" opening cone) Dollars Cents $ $ 36 BID- 2,100 L.F. Trench Safely System 5 Foot Depth — Install 00372 Dollars Cents $ $ 37 BID- 8 E.A Dehole- Exploratory Excavation — Study 00542 Dollars Cents $ $ 38 BID- I E.A Adjust Waterline — Install 01152 Dollars Cents $ $ 39 BID- 1,920 L.F. Pavement-2 Inch Min HMAC on 2/27 Concrete 00443 Base(STR-028) — Install Dollars Cents $ $ (6) "** Contractor must complete the following "City Approved Method and Approved Product" form on Page 10 of proposal ADDENDUM No.1 11-15-2011 BID - Sanitary Sewer Rehabilitation Contract LVI (56) - Part 3 PAY CPMS APPROX DESCRIPTION OF ITEMS WITH BID PRICES TOTAL UNIT PRICE ITEM BID NO. QTY. WRITTEN IN WORDS AMOUNT BID (Furnish and install complete in place, including all appurtenant work, the following items.) 40 BID- 90 L.F. Pavement-2-Inch Min HMAC Replacement on 00444 Existing Base (and on 2/27 Concrete Base (STR- 029) — Install Dollars Cents $ $ 41 BID- 40 S.Y. Pavement -Concrete on 2/27 Concrete Base (STR- 00429 031) --Install Dollars Cents $ $ 42 BID- 180 LF Curb & Gutter — Install 00423 Dollars Cents $ $ 43 BID- 10 S.Y. Pavement -Valley Gutter — Install 00473 Dollars Cents $ $ 44 BID- 350 S.F. Walk (Concrete)— Install 00528 Dollars Cents $ $ 45 BID- 130 S.F. Driveway-6 Inch (Concrete) -- Install 00404 Dollars Cents 46 BID- 10 S.Y. Grass -Sod — Install 00137 Dollars Cents $ $ 47 BID- 260 S.Y. Grass-Hydromulch Seeding — Install 00134 (7) Dollars Cents "' Contractor must complete the following "City Approved Method and Approved Product" form on Page 10 of proposal ADDENDUM No.1 11-15-2011 BID - Sanitary Sewer Rehabilitation Contract LVI (56) - Part 3 PAY CPMS APPROX DESCRIPTION OF ITEMS WITH BID PRICES TOTAL UNIT PRICE ITEM BID NO. QTY. WRITTEN IN WORDS AMOUNT BID (Furnish and install complete in place, including all appurtenant work, the following items.) 48 BID- 10 C.Y. Top Soil —Install 00147 Dol lars Cents $ $ 49 BID- 920 S.Y. Pavement — Install (additional HMAC Pavement 00430 Repair beyond trench width) Dollars Cents $ $ 50 BID- 3,770 L.F. Inspection -Post Construction Cleaning & TV — Study 00201 Dollars Cents $ $ 51 BID- 2,280 L.F. Inspection-Preconstruction Cleaning & TV — Study 00202 Dollars Cents $ $ 52 BID- 80 V.F. Manhole -Paint & Coating -Interior Protective Coating 00211 — Install Dollars Cents $ $ 53 BID- 120 C.Y. Fill Material-Flowable Fill (Cement)-- Install 00544 Dollars Cents 54 BID- 1 L.S. Signal -Traffic Control Plan- Design & Provide — 01189 Install Dollars Cents SANITARY SEWER REHABILITATION TOTAL BID: $ (8) ... Contractor must complete the following "City Approved Method and Approved Product" form on, Page 10 of proposal ADDENDUM No.1 11-15-2011 Within ten (10) days after notification by the City of Fort Worth, the undersigned will execute the formal contract and will deliver an approved Surety Bond and such other bonds as required by the Contract Documents, for the faithful performance of the Contract. The attached bid security in the amount of 5% is to become the property of the City of Fort Worth, Texas, in the event the contract and bond or bonds are not executed and delivered within the time above set forth, as liquidated damages for the delay and additional work caused thereby. If as a requirement of this project, the undersigned bidder certifies that they have been furnished at least one set of the General Contract Documents and General or Special Specifications for Projects, and that they have thoroughly read and completely understand all the requirements and conditions of those General Documents and the specific Contract Documents and appurtenant plans. The undersigned assured that its employees and applicants for employment and those of any labor organization, subcontractors, or employment agency in either furnishing or referring employee applicants to the undersigned are not discriminated against as prohibited by the terms of City Ordinance No. 7278 as amended by City Ordinance No. 7400. The Bidder agrees to begin construction with ten (10) calendar days after issue of the work order and to complete the contract within 150 calendar days after beginning construction as set forth in the written work order to be furnished by the Owner. (Circle and complete A or B below, as applicable) A. The principal place of business of our company is in the State of a. Nonresident bidders in the State of , our principal place of business, are required to be percent lower than resident bidders by state law. A copy of the statute is attached. b. Nonresident bidders in the State of , our principal place of business, are not required to underbid resident bidders. B. The principal place of business of our company or our parent company or majority owner is in the State of Texas. Receipt is acknowledged of the following addenda: Respectfully submitted, By: Title: Company: Address: Addendum No. 1: Addendum No. 2: Addendum No. 3: Addendum No. 4: Addendum No. 5: Addendum No. 6: (9) Date: ADDENDUM No.1 11-15-2011 CITY APPROVED METHOD AND APPROVED PRODUCT FOR *, ** AND*** * CONTRACTOR SHALL SELECT TYPE OF PIPE TO BE USED Standard Spec No. Size E1-31 4" through 36" E1-25 4" through 15" E1-27 4" through 15" E1-28 18" through 48" E100-2 18" through 48" Consult with "City of Fort Worth, Texas Standard Product List" to obtain the Generic/Trade Name and the Manufacturer for the pipes listed above. ** Contractor to indicate Pipe Enlargement Method being used: PIM Method Name of Subcontractor: T.R.S. System Name of Subcontractor: McConnell Method Name of Subcontractor: Note: Only tee service connections will be allowed. *** CONTRACTOR TO INDICATE TRENCHLESS METHOD, IDENTIFY APPROVED LINER PROCESS, AND PROVIDE NAME OF CONTRACTOR FOR INSTALLATION: Cured -in -Place Pipe (CIPP) (Approved CIPP Liners: Insituform; Approved CIPP Liner Name of Contractor for Installation National Liner; and Inliner) Fold and Form Pipe (FAFP) (Approved FAFP Liner: U-Liner) Approved FAFP Liner Name of Contractor for Installation Failure to provide the information required above may result in rejection of bid as non- responsive. Only products listed above will be allowed for use in this project. Any substitutions shall result in rejection of bid as non -responsive (10) ADDENDUM No.1 11-15-2011 VENDOR COMPLIANCE TO STATE LAW The 1985 Session of the Texas Legislature passed House Bill 620 relative to 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 of 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 too underbid a nonresident bidder in order to obtain a comparable contract in the State in which the nonresident's principal place of business is located. The appropriate blanks in Section A must be filled out by all out-of-state or nonresident bidders in order for your bid to meet specifications. The failure of out-of-state or nonresident contractors to do so will automatically disqualify that bidder. Resident bidders must check the box in Section B. A. Nonresident vendors in (give State), our principal place of business, are required to be percent lower than resident bidders by State law. A copy of the Statute is attached. Nonresident vendors in (give State), our principal place of business, are not required to underbid resident bidders. B. Our principal place of business or corporate offices are in the State of Texas. n BIDDER: By: Company (Please print) Signature: Address Title: City/State/Zip (Please print) THIS FORM MUST BE RETURNED WITH YOUR QUOTATION ADDENDUM No.1 11-15-2011 Betsy Price Mayor FORT WORTH SPECIFICATIONS AND CONTRACT DOCUMENTS • • • FOR SANITARY SEWER REHABILITATION CONTRACT LVI (56) PART 3 CITY PROJECT No. 01029 DOE No. 6020 Sewer No. P258-709170102987 OCTOBER 2011 Tom Higgins City Manager Douglas W. Wiersig, P.E. Director, Transportation and Public Works Department S. Frank Crumb, P.E. Director, Water Department Richard Zavala Director, Parks and Community Services Department PREPARED FOR: he City of Fort Worth ROBERT K.• CULLWELL :Q i p 91746 :(</�: I; /0NAL � CH2M HILL TBPE REG #2297 TABLE OF CONTENTS 01 - Project Information 02 - Front End Documents 03 - MWBE Documentation 04 - Bid Package 05 - General and Special Conditions City of Fort Worth, Texas Table of Contents PMO Release Date: 03.29.2011 Page 1 of 2 ® 1.1 - Title Page ❑ 1.2 - Location Maps ® 2.1 - Table of Contents ® 2.2 - Notice to Bidders ® 2.3 - Comprehensive Notice to Bidders ® 2.4 - Special Instructions to Bidders (water -sewer) ❑ 2.5 - Special Instruction to Bidders (paving -drainage) ❑ 2.6 - Detailed Project Specifications (no drawings provided) ® 3.1 - MWBE Special Instructions ® 3.2 - MWBE Subcontractors/Suppliers Utilization Form 3.3 - MWBE Prime Contractor Waiver 3.4 - MWBE Good Faith Effort 3.5 - MWBE Joint Venture o o 4.1 - Bid Proposal Cover & Signature Sheets 4.2 - Bid Proposal(s) 4.3 - Green Cement Policy Compliance Statement 4.4 - Bid Schedule 4.5 - Vendor Compliance to State Law 4.6 - List of Fittings 4.7 - Pre -Qualified Contractor List ® 5.1 - Part C General Conditions (water - sewer) ® 5.2 - Supplementary Conditions to Part C (water - sewer) ® 5.3 - Part D - Special Conditions (water - sewer) ® 5.4 - Part DA - Additional Special Condition (water - sewer) ® 5.5 - Part E Specifications ❑ 5.6 - Special Provisions (paving - drainage) ® 5.7 - Wage Rates MS -Word pdf MS -Word MS -Word MS -Word pdf pdf MS -Word pdf pdf pdf pdf pdf pdf MS -Excel MS -Word pdf pdf pdf MS -Word pdf pdf MS -Word MS -Word pdf pdf ® 5.8 - Compliance with and pdf TABLE OF CONTENTS Enforcement of Prevailing Wage Rates ® 5.9 - Standard Details (water- dwf sewer) • 5.10 - Standard Details dwf (paving- drainage) 06 - Technical Specifications ❑ Technical Specs Index 07 - Contracts, Bonds and Insurance 08 - Appendices ® 7.1 - Certificate of Insurance MS -Word ® 7.2 - Contractor Compliance pdf With Workers' Compensation Law ® 7.3 - Conflict of Interest pdf Questionnaire ® 7.4 - Performance Bond pdf ® 7.5 - Payment Bond pdf ® 7.6 - Maintenance Bond pdf ® 7.7 - City of Fort Worth pdf Contract ® Easements Index ® Permits Index ® Reports Index • Pavement Cores 09 - Addenda ❑ Addenda Index City of Fort Worth, Texas Table of Contents PMO Release Date: 03.29.2011 Page 2 of 2 SHORT FORM NOTICE TO BIDDERS Sealed proposals for the following: FOR: Sanitary Sewer Rehabilitation Contract LVI (56) - Part 3 Main 42 and 205 Drainage Areas Sewer Project No. P258- 709170102987 City Project No. 01029 DOE 6020 Addressed to: CITY OF FORT WORTH PURCHASING DIVISION 1000 THROCKMORTON ST FORT WORTH TX 76102-6311 will be received at the Purchasing Office until 1:30 p.m., November 17, 2011 and then publicly opened and read aloud at 2:00 p.m. in the Council Chambers. One set of plans and documents for this project may be purchased for a non- refundable cost of Sixty Dollars ($60.00) per set between the hours of 10 a.m. and 3 p.m. at the offices of CH2M HILL, 309 West 7th Street, Suite 1020, Fort Worth, Texas 76012. These documents contain additional information for prospective bidders. Documents may also be obtained free of charge at the City's online system (Buzzsaw). Email the City of Fort Worth Project Manager listed below for instructions on accessing the online documents. Plans and Specifications will be available online and for pick-up on Tuesday, October 25, 2011. The major work will consist of the following (All Approximate): SEWER IMPROVEMENTS 1,280 L.F. 8-inch Pipe Sewer PVC 770 L.F. 8-inch DIP 50 L.F. 8-inch Pressure Pipe PVC 400 L.F. 6-inch Rehab (CIPP or FAFP) 14 EA. 4-foot diameter Standard Manholes 5 EA. 4-foot diameter Drop Manholes 1 EA. 4-foot diameter Shallow Cones Manholes All bidders submitting bids are required to be pre -qualified in accordance with the requirements of the Special Instructions to Bidders. For additional information, please contact Ms. Susan Schwinger, P.E., Project Manager, City of Fort Worth — Water Department at Telephone Number: (817) 392-6529 or by email: susan.schwinger@fortworthgov.org, and/or Robert Cullwell P.E., Project Manager, CH2M HILL, at (512) 249-3372 or by email: Robert.Cullwell@CH2M.com. Advertising Dates: October 20, 2011 October 27, 2011 COMPREHENSIVE NOTICE TO BIDDERS Sealed proposals for the following: FOR: Sanitary Sewer Rehabilitation - Contract LVI (56) — Part 3 1Vlain 42 and 205 Drainage Areas Sewer Project No. P258-709170102987 City Project No. 01029 DOE 6020 Addressed to: CITY OF FORT WORTH PURCHASING DIVISION 1000 THROCKMORTON ST FORT WORTH TX 76102-6311 will be received at the Purchasing Office until 1:30 p.m., November 17.2011 and then publicly opened and read aloud at 2:00 p.m. in the Council Chambers. One set of plans and documents for this project may be purchased for a non- refundable cost of Sixty Dollars ($60.00) per set between the hours of 10 a.m. and 3 p.m. at the offices of CH2M HILL, 309 West 7`1' Street, Suite 1020, Fort Worth, Texas 76102. These documents contain additional information for prospective bidders. Documents may also be obtained free of charge at the City's online system (Buzzsaw). Email the City of Fort Worth Project Manager listed below for instructions on accessing the online documents. Plans and Specifications will be available online and for pick-up on Tuesday, October 25, 2011. The major work will consist of the following (All Approximate): SEWER IMPROVEMENTS 1,280 L.F. 8-inch Pipe Sewer PVC 770 L.F. 8-inch DIP 50 L.F. 8-inch Pressure Pipe PVC 400 L.F. 6-inch Rehab (CIPP or FAFP) 14 EA. 4-foot diameter Standard Manholes 5 EA. 4-foot diameter Drop Manholes 1 EA. 4-foot diameter Shallow Cones Manholes Included in the above will be all other miscellaneous items of construction as outlined in the Plans, General Contract Documents and Specifications. NOTICES All bidders will be required to comply with Provision 5159a of "Vernon's Annotated Civil Statutes" of the State of Texas with respect to the payment of prevailing wage rates and City of Fort Worth Ordinance no. 7400 (Fort Worth City Code Sections 13-A-221 through 13-A-29) prohibiting discrimination in the employment practices. Bid security may be required in accordance with Special Instructions to Bidders. COMPREHENSIVE NOTICE TO BIDDERS The City of Fort Worth reserves the right to reject any and/or all bids and waive any and/or all formalities. No bid may be withdrawn until the expiration of ninety (90) days from the date bids are opened. The award of contract, if made, will be within ninety (90) days after the opening of bids, but in no case will the award be made until all the necessary investigations are made as to the responsibility of the bidder to whom it is proposed to award the Contract. Bidders are responsible for obtaining all addenda to the contract documents and acknowledging receipt of the addenda by initialing the appropriate spaces on the Addenda Index and Receipt forrn(s). Bids that do not acknowledge receipt of all addenda may be rejected as being non -responsive. Information regarding the status of addenda may be obtained by contacting Robert K. Cullwell, P.E. of CH2M HILL, at 512-249-3372 Bidders, using the printed copy, shall not separate, detach or remove any portion, segment or sheets from the contract document at any time. Bidders must complete the proposal section(s) and submit the complete specification book or face rejection of the bid as non -responsive. It is recommended that the bidder make a copy of the forms included in the Minority and Women Business Enterprise section for submittal within the time deadline stated below or the bidder may request a copy of said forms from the City of Fort Worth Project Manager named in this solicitation. In accordance with the City of Fort Worth Ordinance No. 15530, the City of Fort Worth has goals for the participation of minority business enterprises and women business enterprises in City of Fort Worth contracts. A copy of the Ordinance can be obtained from the office of the City Secretary. The bidder shall submit the MBE/WBE UTILIZATION FORM, SUBCONTRACTOR/SUPPLIER UTILIZATION FORM, PRIME CONTRACTOR WAIVER FORM, GOOD FAITH EFFORT FORM (with "Documentation") and/or the JOINT VENTURE FORM as appropriate. The Documentation must be received no later than 5:00 p.m., five (5) City of Fort Worth business days after the bid opening date. The bidder shall obtain a receipt from the appropriate employee of the Water Department to whom delivery was made. Such receipt shall be evidence that the City of Fort Worth received the Documentation. Failure to comply shall render the bid non- responsive. SUBMISSION OF BID AND AWARD OF CONTRACT The proposal within this document is designed as a package. In order to be considered an acceptable bid, the Contractor is required to submit a bid for the complete proposal. A bid proposal submittal that is received with the proposal incomplete will be rejected as being non -responsive. The Contractor, who submits the bid with the lowest price, will be the apparent successful bidder for the project. Bidders are hereby informed that the Director of the Water Department reserves the right to evaluate and recommend to the City of Fort Worth City Council the bid that is considered to be in the best interest of the City of Fort Worth. Bidders must be pre -qualified with City of Fort Worth to secure an award of a project. Not being pre -qualified can be grounds for rejection of a bid. For additional information, please contact Ms. Susan Schwinger, P.E., Project Manager, City of Fort Worth —Water Department at Telephone Number: (817) 392-6529 or by email: Susan.schwinger@fortwortgov.org, and/or Robert Cullwell, P.E., Project Manager, CH2M HILL at (512) 249-3372 or by email: Robert.Cullwell@CH2M.com. TOM HIGGINS , MARTY HENDRIX INTERIM CITY MANAGER / / I CITY SECRETARY By: Advertising Dates: October 20, 2011 October 27, 20 ] 1 Tory Sholola, P.E Engineering Manager, Water Department SPECIAL INSTRUCTIONS TO BIDDERS I) PREOUALIFICATION REOUIREMENTS: All contractors submitting bids are required to be prequalified by the Fort Worth Water Department prior to submitting bids. This prequalification process will establish a bid limit based on a technical evaluation and financial analysis of the contractor. It is the bidder's responsibility to submit the following documentation: a current financial statement, an acceptable experience record, an acceptable equipment schedule and any other documents the Department may deem necessary, to the Director of the Water Department at least seven (7) calendar days prior to the date of the opening of bids. a) The financial statement required shall have been prepared by an independent certified public accountant or an independent public accountant holding a valid permit issued by an appropriate State licensing agency and shall have been so prepared as to reflect the financial status to the submitting company. This statement must be current and not more than one (1) year old. In the case that a bidding date falls within the time a new statement is being prepared, the previous statement shall be updated by proper verification. b) For an experience record to be considered to be acceptable for a given project, it must reflect the experience of the firm seeking qualification in work of both the same nature and technical level as that of the project for which bids are to be received. c) The Director of the Water Department shall be the sole judge as to the acceptability for financial qualification to bid on any Fort Worth Water Department project. d) Bids received in excess of the bid limit shall be considered non -responsive and will be rejected as such. e) The City, in its sole discretion, may reject any bid for failure to demonstrate experience and/or expertise. f) Any proposals submitted by a non-prequalified bidder shall be returned unopened, and if inadvertently opened, shall not be considered. The City will attempt to notify prospective bidders whose qualifications (financial or experience) are not deemed to be appropriate to the nature and/or magnitude of the project on which bids are to be received. Failure to notify shall not be a waiver of any necessary prequalification. 2. BID SECURITY: A cashier's check, or an acceptable bidder's bond, payable to the City of Fort Worth, in an amount of not less than five (5%) percent of the largest possible total of the bid submitted must accompany the bid, and is subject to forfeiture in the event the successful bidder fails to execute the Contract Documents within ten (10) days after the contract has been awarded To be an acceptable surety on the bid bond, the surety must be authorized to do business in the state of Texas. In addition, the surety must (1) hold a certificate of authority from the Untied States secretary of the treasury to qualify as a surety on obligations permitted or required under federal law; or (2) have obtained reinsurance for any liability in excess of $100,000 from a reinsurer that is authorized and admitted as a reinsurer in the state of Texas and is the holder of a certificate of authority from the Untied States secretary of the treasury to qualify as a surety on obligations permitted or required under federal law. Satisfactory proof of any such reinsurance shall be provided to the City upon request. The City, in its sole discretion, will determine the adequacy of the proof required herein. 3. BONDS: A performance bond, a payment bond, and a maintenance bond each for one hundred (100%) percent of the contract price will be required, Reference C 3-3.7. g) 09/10/04 1 or privileges of their employment, discriminate against persons because of their age except on the bases of a bona fide occupational qualification, retirement plan or statutory requirement. Contractor further covenants that neither it nor its officers, members, agents, employees, subcontractors, program participants, or persons acting on their behalf, shall specify, in solicitations or advertisements for employees to work on this contract, a maximum age limit for such employment unless the specified maximum age limit is based upon a bona fide occupational qualification, retirement plan or statutory requirements. Contractor warrants it will fully comply with the policy and will defend, indemnify and hold City harmless against any claims or allegations asserted by third parties or subcontractor against City arising out of Contractor's and/or its subcontractors' alleged failure to comply with the above referenced Policy concerning age discrimination in the performance of this agreement. 10. DISABILITY: In accordance with the provisions of the Americans With Disabilities Act of 1990 ("ADA"), Contractor warrants that it and any and all of its subcontractors will not unlawfully discriminate on the basis of disability in the provision of services to the general public, nor in the availability, terms and/or conditions of employment for applicants for employment with, or employees of Contractor or any of its subcontractors. Contractor warrants it will fully comply with ADA's provisions and any other applicable federal, state and local laws concerning disability and will defend, indemnify and hold City harmless against any claims or allegations asserted by third parties or subcontractors against City arising out of Contractor's and/or its subcontractors' alleged failure to comply with the above referenced laws concerning disability discrimination in the performance of this agreement. 11. MINORITY AND WOMEN BUSINESS ENTERPRISES: In accord with City of Fort Worth Ordinance No. 15530, the City of Fort Worth has goals for the participation of minority business enterprises and women business enterprises in City contracts. A copy of the Ordinance can be obtained from the Office of the City Secretary. The bidder shall submit the MBE/WBE UTILIZATION FORM, SUBCONTRACTOR/SUPPLIER UTILIZATION FORM, PRIME CONTRACTOR WAIVER FORM and/or the GOOD FAITH EFFORT FORM ("with Documentation") and/or the JOINT VENTURE FORM as appropriate. The Documentation must be received by the managing department no later than 5:00 p.m., five (5) City business days after the bid opening date. The bidder shall obtain a receipt from the appropriate employee of the managing department to whom delivery was made. Such receipt shall be evidence that the documentation was received by the City. Failure to comply shall render the bid non -responsive. Upon request, Contractor agrees to provide the Owner complete and accurate information regarding actual work performed by a Minority Business Enterprise (MBE) and/or women business enterprise (WBE) on the contract and payment thereof. Contractor further agrees to permit any audit and/or examination of any books, records or files in its possession that will substantiate the actual work performed by an MBE and/or WBE. The misrepresentation of facts (other than a negligent misrepresentation) and/or commission of fraud by the Contractor will be grounds for termination of the contract and/or initiating action under appropriate Federal, State or local laws or ordinances relating to false statements. Further, any such misrepresentation of facts (other than a negligent misrepresentation) and/or commission of fraud will result in the Contractor being determined to be irresponsible and barred from participating in City work for a period of time of not less than three (3) years. 12. FINAL PAYMENT, ACCEPTANCE AND WARRANTY: a. The contractor will receive full payment (less retainage) from the city for each pay period. 09/10/04 3 A l l AUHMtN I IA Page 1 of 5 Fol, r WoR'rr� City of Fort Worth Subcontractors/Suppliers Utilization Form PRIME COMPANY NAME: Check applicable block to describe prime WI LLIAM J. SCHULTZ, INC. DBA CIRCLE C CONSTRUCTION PROJECT NAME: Sa nitary Sower Rehabilitation Contract LVI (56) Part 3 City's MANGE Project Goal: 20% Prime's M/WBE Project Utilization: 20% MAW/DBE X NON-MAN/DBE BID DATE PROJECT NUMBER P258709170102987 DOE # 6020 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 MAYBE 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 M/WBEs listed toward meeting the project goal must be located in the nine (9) county marketplace or currently doing business in the marketplace at the time of bid. Marketplace is the geographic area of Tarrant, Parker, Johnson, Collin, Dallas, Denton, Ellis, Kaufman and Rockwall 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 M/WBEs MUST BE CERTIFIED BEFORE CONTRACT AWARD. Certification means those firms, located or doing business at the time of bid opening within the Marketplace, that have been determined to be bonafide minority or women businesses by the North Central Texas Regional Certification Agency (NCTRCA), or the Texas Department of Transportation (TX DOT), highway division. Disadvantaged Business Enterprise (DBE) is synonymous with Minority/VVomen Business Enterprise (M/WBE). If hauling services are utilized, the prime will be given credit as long as the MAYBE listed owns and operates at least one fully licensed and operational truck to be used on the contract. The MAYBE may lease trucks from another M/WBE firm, including M/WBE owner -operators, and receive full MAYBE credit. The MAYBE may lease trucks from non-M/WBEs, including owner -operators, but will only receive credit for the fees and commissions earned by the M/WBE as outlined in the lease agreement. Rev. 5/30/03 ATTACHMENT 1A Page 2 of 5 FOlU 1' 1VOR'r1I Primes are required to identify ALL subcontractors/suppliers, regardless of status; i.e., Minority, Women and non-NlNVBEs. Please list M/WBE firs first, use additional sheets i( necessary. SUBCONTRACTOR/SUPPLIER Company Name Address Telephone/Fax LKT & ASSOCIATES, LLC MELISSA, TX 75454 Certification (check one) T N 0 n N T Detail Detail e M W C X M Subcontracting Work Supplies Purchased Dollar Amount T D W r B B R 0 B E E C T E A 1 X RICOCHET FUEL DIST. 1 X 11 O1-A BEDFORD RD. BEDFORD, TX 76002 M&J PIPELINE INSPECTION P.O. BOX 851 GRANBURY, TX 76048 1 X SUPPLYING PIPE & MATERIAL RELATED PRODUCT $ 60,000.00 SUPPLYING FUEL, OIL, & $ 32,025.00 MATERIAL HYD. FLUID TV LINES POST PIPELINE INSPECTION 4,900.00 MAGNUM MANHOLE & 1 LABOR & MANHOLE $ 9,900.00 UNDERGROUND, INC. X MATERIAL COATING 3828 CAVAILIER DR. GARLAND, TX 75042 VULCAN MATERIALS 1i X SUPPLYING ROCK AND $ 2,000.00 P.O. BOX 849131 MATERIAL SAND DALLAS, TX. 75284 LIQUID STONE CONCRETE 221 CENTER DRIVE BURLESON, TX 76028 1'() h l' ‘Vf) RTI I 1 SUPPLYING CONCRETE $ 25,000.00 X MATERIAL Primes are required to identify ALL subcontractors/suppliers, regardless of status; i.e., Minority, Women and non-MNVBEs. Please list MNVBE firms first, use additional sheets if necessary. Rev 5/30/03 ATTACHMENT 1A Page 3 of 5 SUB CONTRACTOR/SUPPLIER Company Name Address Telephone/Fax CAI IN RENTALS P.O. BOX 367 ARLINGTON TX. 76004 AMERICAN BARRICADES, INC. 107 ENON AVE. EVERMAN, TX. 76140 T e 1 Certification (check one) o n N T Detail Detail M W C X M Subcontracting Work Supplies Purchased Dollar Amount B B T D W E E R 0 B C T E A X SANITATION TOILETS $ 500.00 1 X SUPPLYING BARRICADES $ 5,000.00 MATERIAL THE HOME DEPOT DEPT 32-2502076678 P.O. BOX 6031 LAKES, NV. 88901 X, SUPPLYING MATERIAL UNITED RENTAL INC. 3120 SPUR 482 SUITE B I RV I NG, TX. 75062 X- RENTAL JOHN A. MILLER & ASSOC. P.O. BOX 7214 FT. WORTH, TX. 76110 MISC. JOB $ 10,000.00 RELATED PRO EQUIPMENT $ 14,000.00 RENTAL INSURANCE BONDING $ 24,018.91 APAC, INC. 1' X' SUPPLYING ASPHALT $ 3,000.00 P.O. BOX 224048 MATERIAL DALLAS, TX 75222 Rev. 5/30/03 ATTACHMENT 1A Page 4 of 5 Four woRTFI Tota I Dollar Amount of M/WBE Subcontractors/Suppliers Tota I Dollar Amount of Non-M/WBE Subcontractors/Suppliers $ 60,000.00 $ 46,825.00 TOTAL DOLLAR AMOUNT OF ALL SUBCONTRACTORS/SUPPLIERS $ 106,825.00 The Contractor will not make additions, deletions, or substitutions to this certified list without the prior approval of the Minority and Women Business Enterprise Office Manager or designee through the submittal of a Request for Approval of Change/Addition. 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 M/VVBE 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 MAN/DBE(s) arrangements submitted with the bid. 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/contractors participating on the contract that will substantiate the actual work performed by the M/W/DBE(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 terminatingthe 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 and create a material breach of contract may result in a determination of an irresponsible Offeror and barred. from participating in City work for a period of time not less than one (1) year. Authorized Signature /l Vice-Prosldent Title Circle C Construction Co. Company Name P.O. 13OX40328 Address Michele S. Lankford Printed Signature Contact Name/Title (if different) 617-293-11363 FAX 817-293-1957 Telephone and/or Fax m.lankford@circlocconstruction.com E-mail Address FORT WORTH, TX. 76140 7-12-12 City/State/Zip Date Rev. 5/30/03 ,ru 1. 12 . 2012 t 1 : 04 AM Fax Room 2145443684 PAGE. 1/ 1 PAGE 01/01 d7/l2/2012 09:48 0172031957 Thuredny July 1R, 2012 LKT & Associates, LLC P.O. Box 744167 Dallas, TX 75374 CIRCLE C Circle C Construction Co, Box 40328 Fort Worth, Texas 76140 d17.672-7276 metro line 317.293-1957 fax lino RE: City of Fort Worth Sanitary Sewer RahnbilitntIon Contract LVI (50) Part 3 Dear Lynda Thomas, Thta Is to advise you That if swarmed a eontrect on the above named project, we intend to una your company as a MWifIE Business. The scope of the work will bat supplying pipe end related material to the job site. Thee dollar amount will be approximately $ 00,000.00 Please sign below and returned to me by fax, Sincerely, Michele S. Lankford (1114.$1.45Ut,,,. 5 , (0-el Michele 3, Lankford / y Thomas Wlttam J, Schultz, Inc, IJBA LK AMOucieten, LLC Circle C Cnntttrw:Uon { rom:RI000IIEr FUEL 8172809981 07/12/2012 11:24 #275 P.0011001 37/12/2012 09:49 9172931957 CIRCLE C PACE 01/01 Circle C Construction Co. P.O. Box 40328 Fort Worth, Texas 76140 817-572-7278 metro line 817-293-1957 fax tine Thursday July 12, 2012 Ricochet Fuel Distributors, Inc. 1201 Royal Parkway Euless, Texas 76040 RE: City of Fort Worth Sanitary Sewer Rehabilitation Contract LVI (56) Part 3 Dear Kelly Roberts, This is to advise you that, If awarded a contract on the above named project, we will use your company as a MW/BE Business, The Scope of the work will be the supplying & hauling of Diosel fuel, oil, Hyd, Fluid end related products. The Dollar amount will approximately $ 32,025.00 Please skin below and return to me by fax. Sincerely, Michele S. Lankford Michele S. Lankford William J. Schultz, Inc, DBA 6611y Roberts Circle C Construction Ricochet Fuel Distributors, 01'75733159 .JIJ 1 1`r2 1r_' 10:37a 07/12/2012 09:13 Cranbury Printing 0172931957 Thursday, July 12. 2012 MJ Pipotino inspection P.O. l3ox 551 Cranbury, TX 760413 CII?CLEi C Circle C Construction Co. P.O, Box 40328 i Fort Worth, Texas 711140 817-572-7278 metroline 817-203-1957 fax line RE: City of Fort Worth Sanitary Sowor Rehabilitation Contract LVI (5 ) Part 3 P. • 1 PAGE01/01 Dear Melody This is to advise you that it awarded a contract on the above named project. we intend to use your company ry a MW(BE QusinesS. The scope of the work will be Post and Pr'e TV Pipeline Inspection at job sites. The dollar mount will bo approximately $ 4,000.00 Ploase sign below and fax back to me. Sincerely, Michnle S. Lankford Michele S, Lankford WilliamJ. Schultz, Inc. dbo Circle C Construction Co. (&07„,_YZ Melody eend wald MJ Pipeline `inspection Ju 1 12 2012 1 1 : 2 8AM MAGNUM MANHOLE CO 9722765310 7.-''.' 172.' 2312 09: 47 0172931957 CIRCLE C page 1 PAGE 91/01 Circle C Construction Co. P.O. Box 4032f. Fort Worth, Texas 76140 617-572-7278 metro ilea 817-293-1987 fax line Thursday, July 12, 2012 Magnum tAtonhole b Underground, Inc 2028 Cavalier OP. Garland, TMx619 7304= Phone 972-278-2048 Fax 972.278-5318 RE; City of Fort Worth Sanitary Sewer Rehabilitation Contract LVI (58) Pert 3 Door Sir, This Is to advise you that, It awarded a contract on the above named project, we will use your company as e rvMW/OE 8usinoss. Tho Scope of the worse will be the supplying ►abor & material to cosi manholes. The Dollar amount wilt be approximately $ 9,000.00' Please sign below and return to me by fax. Sincerely, Michele 8, Lankford w_.9,,vut. 5 (m.a.e,k&-(c) MMlk:hob 9. Lankford \intern J. 5cfultz, Ind. 08A Circle C Construction Co, L/4' Magnum Manhole Underground . Inc t'RO POSAL TO: The Purchasing Department Fort Worth, Texas City of Fort Worth, Texas FOR: Sanitary Sewer Rehabilitation Contract LVI [561, Part 3 Main 42 and 205 Drainage Areas D.O.E. Project No 6020 Sewer Project No. P258 709170102987 City Project No.: 01029 Pursuant to the foregoing "Notice to Bidders," the undersigned has examined the plans, specifications and the site, understands the amount of work to be done, and hereby proposes to do all the work and tarnish all labor, equipment, and materials necessary to fully complete all the work as provided in the plans and specifications, and subject to the inspection and approval attic Director, Water Department oldie City of Fort Worth. If required by this project, Contractor must be pre -qualified in accordance with the projects sponsoring Departments of the City of Fort Worth requirements. Upon acceptance of this Proposal by the City Council and required by this project, the bidder is hound to execute a contract and furnish Performance, Maintenance Bond for the water replacement contract only, and Payment Bond approved by the City of Rut Worth for performing and completing said work within the time stated for the following sums, to wit: Total quantities given in the hid proposal may not reflect actual quantities, by represent the best accuracy based on a reasonable effort of investigation; however, they are given for the purpose of bidding on and awarding the contract. (1) ADDENDUM No.1 11.15.201 1 11 11 11 u 11 11 WATER IMPROVEMENTS APPROX. REMAINING TOTAL PAY ITEM CPMS NO. Off, UNITS DESCRIPTION OF ITEMS WITH BID PRICES WRITTEN IN WORDS UNIT PRICE REMAINING AMOUNT 1 BID-00351 326.00 L.F. Pipe-Sewer-8 Inch PVC (All Depths) - Install $48.00 $15,648.00 2 BID-00351 72.00 L.F. Pipe-Sewer-8 Inch PVC (All Depths) - Install (backfill with 8owable fill) g96.00 56,912.00 3 BID-00332 130.00 L.F. Pipe-Sewer-8 Inch Pressure Class 350 DIP with Protecto 401 Lining (All 585.00 $11,050.00 Depths) - Install Pipe-Sewer-8 Inch Pressure Class 350 DIP with Protector 401 Lining (All 4 BID-00332 514.00 L.F. $142.00 $72,988.00 Depths) - Install (Backfill with Flowable Fill) 5 BID-00350 30.00 L.F. Pipe - Sewer-8-Inch-SDR 26 (All Depths) - Install (with Cement stabilized $125.00 $3,750.00 sand embedment backfill with 8owable fill) 6 BID- 00618 10.00 L.F. Pipe-Sewer-8 Inch-(C900 DR 18 PVC -Sewer) (All Depths) - Install $120.00 $1,200.00 (Backfill with Flowable Fill) 7 BID-01118 400.00 L.F. Pipe -Rehabilitate (6-inch by CIPP) $88.00 $35,200.00 8 BID-00349 199.00 L.F. Pipe-Sewer-8 Inch Class 350 DIP -Other Than Open Cut - Install $400.00 $76,000.00 9 BID- 00574 80.00 LF Pipe- Casing - 16-inch - Casing -Other Than Open Cut -Install $450.00 536,000.00 10 BID-00331 160.00 L.F. Sewer-Service-6 Inch -PVC - Install $30.00 $4,800.00 BID-00329 60.00 L.F. Sewer-Service-6 Inch Class 350 DIP - Other than Open Cut $150.00 $9,000.00 12 BID-00352 10.00 L.F. Plumbing Service- 4-Inch Schedule 40 - Install (PVC) $53.00 5530.00 13 BID-00960 10.00 L.F. Sewer Service-4 Inch Class 350 DIP- Other Than Open Cut- Install $300.00 53,000.00 14 BID-00358 10.00 L.F. Sewer Service-4 Inch-SDR26 - Install $28.00 $280.00 15 BID-00358 10.00 L F Sewer Service-4 Inch-SDR26 - Install (with Cement Stabilized Sand $45.00 $450.00 Embedment) 16 BID-00354 50.00 L.F. Sewer Service-4 Inch -PVC - Install $30.00 $1,500.00 17 BID-00353 120.00 L.F. Plumbing Service- 6-inch Schedule 40 - Install (PVC) $58.00 $6,960.00 18 BID-00120 0.00 L.F. (Plumbing Service Reroute at 900 Summit Ave- Plan Sheet 8A, Including $160.00 $0.00 Parking Garage Pavement Concrete Surface) -Install Page 1 of 4 WATER IMPROVEMENTS APPROX. REMAINING TOTAL PAY ITEM CPMS NO. QTY UNITS DESCRIPTION OF ITEMS WITH BID PRICES WRITTEN IN WORDS UNIT PRICE REMAINING AMOUNT 19 BID-00120 118.00 L.F. (Plumbing Service Reroute at 1008 W. Presidio St- Plan Sheet 14, $160.00 $18,880.00 Including Parking Garage Pavement Concrete Surface) -Install 20 BID-00361 7.00 EA. Sewer-Service-6 Inch Service Tap - Install $550.00 $3,850.00 21 BID-00355 5.00 EA. Sewer Service-4 Inch Service Tap - Install $500.00 $3,850.00 22 BID -00961 2.00 EA. Sewer Service- 4 Inch Tap (By Pipe Rehab CIPP) -Install $600.00 62,500.00 23 BID-00901 1574.00 L.F. Pipe- Abandon (Grout with Flowable Fill Cement) $15.00 $1,200.00 24 BID-00356 8.00 EA. Sewer Service-4 Inch-2 Way Clean Out - Install $250.00 $23,610.00 25 BID-00362 5.00 EA. Sewer-Service-6 Inch-2 Way Clean Out - Install $350.00 $2,000.00 26 BID-00205 7.00 EA. Manhole -Abandon $600.00 $1,750.00 27 BID-00206 5.00 EA. Manhole -Remove $800.00 $4,200.00 28 BID-00212 2.00 EA. Manhole -Shallow Std 4 Ft Diam-(Shallow Cone) - Install $2,800.00 $4,000.00 29 BID-00213 7.00 EA. Manhole-Std 4 Ft Diam-(to 6 Ft Depth) - Install $3,500.00 $5,600.00 Page 2 of 4 WATER IMPROVEMENTS APPROX. REMAINING TOTAL PAY ITEM CPMS NO. Off, UNITS DESCRIPTION OF ITEMS WITH BID PRICES WRITTEN IN WORDS UNIT PRICE REMAINING AMOUNT 30 BID-00214 23.00 V.F. Manhole-Std 4 Ft Diam-Added Depth (over 6 Ft Depth) - Install $125.00 $24,500.00 31 BID-00207 4.00 EA. Manhole-Drop-Std 4 Ft Diam-(to 6 Ft depth) - Install $4,500.00 $2,875.00 32 BID-00208 20.00 V.F. Manhole-Drop-Sld 4 Ft Diam-Added Depth (over 6 Ft Depth) - Install $130.00 $2,600.00 33 BID-00217 16.00 EA. Manhole -Vacuum Test - Services $150.00 $2,400.00 34 BID-00198 16.00 EA. Collar -Manhole (32-Inch Frame 8 Cover) - Install $350.00 $5,600.00 35 BID- 00849 3.00 EA Manhole - Adjustment - Install (replace ex 24" opening cone w/prop 30" g1,500.00 $4,500.00 opening cone) 36 BID-00372 977.00 L.F. Trench Safety System 5 Foot Depth - Install $1.00 $977.00 37 BID-00542 5.00 E.A Dehole- Exploratory Excavation - Study $1,500.00 $7,500.00 38 BID-01152 1.00 E.A Adjust Waterline - Install $4,000.00 $4,000.00 39 BID-00443 1003.00 L.F. Pavement-2 Inch Min HMAC on 2/27 Concrete Base(STR-028) - Install $35.00 $35,105.00 40 BID-00444 83.00 L.F. Pavement-2-Inch Min HMAC Replacement on Existing Base (and on 2/27 $65.00 55,395.00 Concrete Base (STR-029) - Install 41 BID-00429 40.00 S.Y. Pavement -Concrete on 2/27 Concrete Base (STR-031) -Install $55.00 $2,200.00 42 BID-00423 140.00 LF Curb 8 Gutter- Install $25.00 $3,500.00 43 BID-00473 10.00 S.Y. Pavement -Valley Gutter - Install $45.00 $450.00 44 BID- 00528 298.00 S.F. Walk (Concrete)- Install $7.00 $2,086.00 Driveway-6 Inch (Concrete) - Install 45 BID- 00404 130.00 S.F. $7.00 $910.00 Grass -Sod - Install 46 BID-00137 10.00 S.Y. $15.00 $150.00 47 BID-00134 260.00 S.Y. Grass-Hydromulch Seeding - Install $5.00 $1,300.00 Page 3 of4 I. 11 I II I 11 11 ll Il WATER IMPROVEMENTS APPROX. REMAINING TOTAL PAY ITEM CPMS NO. Off, UNITS DESCRIPTION OF ITEMS WITH BID PRICES WRITTEN IN WORDS UNIT PRICE REMAINING AMOUNT Top Soil -Install 48 BID-00147 10.00 C.Y. $15.00 $150.00 49 BID-00430 692.00 S.Y. Pavement - Install (additional HMAC Pavement Repair beyond trench width) $15.00 $10,380.00 50 BID-00201 1966.00 L.F. Inspection -Post Construction Cleaning & TV - Study $3.00 $5,898.00 51 BID-00202 2080.00 L.F. Inspection-Preconslruction Cleaning & TV - Study 55.00 $10,400.00 52 BID-00211 80.43 V.F. Manhole -Paint & Coating -Interior Protective Coating - Install $185.00 $14,879.55 Fill Material-Flowable Fill (Cement)- Install 53 BID-00544 84.00 C.Y. $85.00 $7,140.00 Signal -Traffic Control Plan- Design & Provide - Install 54 BID-01189 0.53 L.S. $15,000.00 $8,000.00 Improvements Total Page 4 of 4 $533,753.55 Schwinger, Susan From: t.skelly@circlecconstruction.com Sent: Tuesday, June 12, 2012 2:54 PM To: Schwinger, Susan Subject: RE: Sanitary Sewer Rehabilitation Contract 56, Part 3: Reduced Scope - Lines to be Removed from Bid Susan, We will be aboe to meet the 20% M/WBE Goal. We can reduce the traffic control to $8000.00. Thanks Teri Original Message Subject: RE: Sanitary Sewer Rehabilitation Contract 56, Part 3: Reduced Scope - Lines to be Removed from Bid From: "Schwinger, Susan" <Susan.Schwinaer@fortworthtexas.aov> Date: Mon, June 11, 2012 12:31 pm To: "t.skelly@circlecconstruction.com" <t.skelly@circlecconstruction.com> Cc: "Sholola, Tony"<Tonv.ShololaCa�fortworthtexas.aov> Teri Thank you for your response. We have a few questions to ask of you. In regards to the lump sum traffic control pay item in our letter to you of June 4, 2012, do you anticipate reducing the bid amount of this pay item since a majority of it is associated with the sanitary sewer lines to be removed from the bid? Also, do you anticipate meeting the original M/WBE goal of 20% on the remaining work? Thank you. Susan Susan L. Schwinger, P.E. City of Fort Worth Water Department Tel 817-392-6529 Fax 817-392-8195 From: t.skelly(acirclecconstruction.com Finailto:t.skelly@circlecconstruction.comj Sent: Friday, June 08, 2012 11:25 AM To: Schwinger, Susan Subject: RE: Sanitary Sewer Rehabilitation Contract 56, Part 3: Reduced Scope - Lines to be Removed from Bid Susan, After review of the revised phans. Circle C would be willing to complete the remaining items on Contract 56. Please let me know if you need additional information. Thanks Teri Skelly 1 Circle C Construction 817-293-1863 Original Message Subject: Sanitary Sewer Rehabilitation Contract 56, Part 3: Reduced Scope - Lines to be Removed from Bid From: "Schwinger, Susan" <Susan.SchwinaerC@fortworthtexas.aov> Date: Mon, June 04, 2012 1:57 pm To: "t.skellyC ccirclecconstruction.com" <t.skellyCacirclecconstruction.com> Cc: "Black, Doug"<Doua.BlackCTfortworthtexas.aov>, "Sholola, Tony" <Tonv.ShololaCafortworthtexas.aov>, "Scott, Gail" <Gail.ScottCahfortworthtexas.aov> Teri, For your consideration and review, enclosed is information of the referenced subject that we promised you several weeks ago in our telephone conversation with you , Doug Black , Tony Sholola and I late the afternoon of May 18, 2012. Thank you. Susan Susan L. Schwinger, P.E. City of Fort Worth Water Department Tel 817-392-6529 Fax 817-392-8195 BID - Sanitary Sewer Rehabilitation Contract LVI (56) - Part 3 PAY CPMS APPROX DESCRIPTION OF IT1iMS WITI-I BID PRICES UNIT PRICE AL' ITIi 1 RID NO. QTY. WRITTEN IN WORDS AS UNT BID (Furnish and install complete in place, including all nppurtenant work, the following items.) I3ID- 360 I..F, Pipc•Scwer-8 Inch PVC (All Depths) - Install 00351 Dollars ,' O Cents 2 ' 1111)• 640 L.F. Pipe-Sewer-8 Inch PVC (Ail Depths) - Install 001CI (bnckfill with flowable fill) 5 6 /)Q Cents BID- 260 .F. I'ipc-Sewer-8 Inch Pressure Class 35 r )IP with 00332 Pratectoo 401 Lining (All Depths Install e /y 1G altars 0 C) Q a 1(L Cents S 32Z/00 °a g G$ 2SO /7 5 0 9G e r ,G/e./e/o ° DID- 520 I..F. Pipe `ewer-8 Inch Pre. , re Class 350 DIP with 00332 Protecto .101 Lining (A Depths) - Install (liacklill with F movable Fill) ogle Cents BID- 30 L.F. Pipe - Se cc-8-inch-AM 26 (All Depths) -- Install 00350 (with ment slabiliz sand embedment backlill with I1ot able till) gllt)uteiae liarso (J o d Cents s /2l $ 376 0 ,nnrsO f /` 2, ‘'o 0 v s% ^ s 73e9t/o Rif)- 300 .F'. Pipe Sower 8 inch (C900 DR 18 PV.' Sewer)(All 00618 Depths) - Install (Backfill with Flo t •tble Fill) one hun diet/ 40/4 /17bollars no 00 �JO Cents $ /20 s ✓o rho t9 7 '•• 1311)- .300 L.F. Pipe Rehabilitate (6inch by CIPP) 0u1 nI�! A 1 l)ollars Q _✓ Cents (2) ••• Contractor mbsl romploto tho following 'City Approved Method and Approved PrndtteP fnrm nn Pnan 10 nt nrnnnsal o 0 00 s352oo ADDF..NDUM No.1 11-15-2011 RID- Sanitary Sewer RehobiliiaRon Contract LVI (56)- Part 3 PAY CPMS AI'PROX DESCRIPTION OF ITEMS WITH HID PRICES UNIT PRICE ITEM RID NO. QTY. WRITTEN IN WORDS (Famish and install complete in place, including all appurtenant work, the following items.) S q 131D- 210 L.P. Pipe•Scwcr-8 Inch Class 350 DIP•Olhcr Than Open 00349 //' Cut — Install COUP % Li adte..c/Dollars no Cants I31D• 00 LF Pipe- Casing • I6-inch • Casing •Other Than 0 (05.73 Cut —Install You-. A I., pf th #p/i' (6 Dolls nQ TO L AM JNT 131D 00 O a V-� $ 8yo_oo 00 o U erns s Vs0 s 3G o 0 0 10 ' HID- 70 L.F. Sewer•Service•6 Inch• C - Install 00331 11 ILL; , 7 i)LJ ( 0 Ccnts s ,10 s V7oo Dollars DID- 60 L.F. Sewer -Service r Inch Class 350 OW - Other than 00329 Open Cut 0 c 1d/7dtvd t [#[Dollars 12 111D- 270 L.F. P 00352 oG r7 C./17Q Cents s /Sro $ ?COO Service- 4-inch Schedule 40 - Install (PVC) re.e__.___ _._ Dollars Cents 13 HID. 160 L.F. Sewer Service-4 Inch 'lass 350 DIP- Other than I(0960 f hf/ / ✓ o f Open CuInstall :5 tin, 44 s+/ova Dollnrs /70 Cents 14 I3113- 20 LE. Sewer Service-4 Inch-SDR26 Install 0035 741si en rJ D Dollars Cents 15 131D- 50 L.F. Sewer Service-4 Inch•SDR26 — Install (with Ceti nl 003Nt r 1 Stabilized Sand Embedment) Tp/ + Y r'/ '(/e Dollars h (,) Cents (3) "' Contractor must complete the following "City Approved Method and Apprnvnd Prnrluct' fnrm nn Pnpo 10 of proposal Qo �G s s /'/3/0 oO pG s,�oo $ /goes Oh S O0 s ZZ's"o ADDENDUM No.1 11-15-2011 1 HID - Sanitary Sewer Rehabilitation Contract IV! (56)- Part 3 I'AY CPMS APPROX DESCRIPTION OP ITEMS WITI I HID PRICES um- PItICI I O1AL I FEM 131D NO. QTY. WRITTEN IN WORDS AMOUNT BID (Furnish and install complete in place, including all appurtenant work. the following items 16 • BID- 50 L.P. Sewer Service-4 Inch -PVC -- Install 00354 7_L r_ t/ Dollars a n () Cents $ JD /SO O 17 DID- 120 L.P. Plumbing Service- 6-inch Schedule •10 - Ina • 1 00353 //' (PVC) I/ q hj Dollar / // n t' .nts 1; S8 C `p ! Q(D o 13 131 - 30 I..F. (Plumbing Service Reroute at 90 'ummit Ave- Plan 001 _ ` Sheet RA, Including Parkin 'arnge Pavement Concrete Surfa' )-Install 19 Vic: tUn.df' no 3/,V4Dollars Cents HID- 120 L.F. (Plumbing Scr ce Reroute at 1008 W. I'residiu St- 00120 Plan Sheet I Including Parking Garage Pavement Concrete Surface) -Install c rte. 11<I.1a i L_U ,S Dollars Cents 20 1311)- 9 EA. .'ewer-Service-6 Inch Service Tap - Install 00361 o 0 G G 6 o s/6o sVgoo O O 0 0 s l�o s /92c.90 cite ctl co' rie7ullars oSs lJ ! Q !! Cents 4$ 9So 0 21 HID- 9 EA. Sewer Servic 4 Inch Service Tap - Install 00355 f itit ALI/7C1 1 Dollars /7 D Cents 22 1311 - 2 EA. Sewer Service- 4 Inch •I'ap (I3y 'ipe Rehab CIPP) 00 61 -Install O U o $soo s ys"oo S/x hundred Do,rs 06 /70 Cents S60° S / '0C ©0 23 HI1)- 2,280 L.F. Pipe- Abandon (Grout with Plowable Fill (. meat) 00901 r' / • Dollars (4) Contractor must complete the following "City Approved Method and Approved Product' form on Page 10 of proposal Cents O0 /S sA2od ADDE DUM No.1 11-15.2'11 BID - Sanitary Sewer Rehabilitation Contract LVI (56) - I'nrt 3 I'AY CPMS APPROX DESCRIPTION OF ITEMS WIT!! BID PRICES UNIT' PRICE. TOI AL I I'EM BID NO. QTY. WRITTEN IN WORDS AMOUNT BID (Furnish and install complete in place, including all appurtenant work, the following items.) 24 111D- 15 I:A, Sewer Service-4 Inch-2 Way Clean Out - Install (10356 7 Ido 4u74/«d rt. ((1 ollars 0 6 o 0 (20 Cents S Z6-0 S 37J 0 25 BID- 5 EA. Sewer-Service-6 Inch-2 Way Clean Out - Install 26 00362 7 hl4.4 Aim C/JPel (-Lry)rrllars n-2 .... Cents S (1i� l% S _ / 75-0 BID- 13 EA. Manhole - Abandon 1)11205 b iX.hu_ncl reoi 0 D • lars 27 BID- 8 I. Munlwle cmove 00206 Cents ?/t'C Dollars Cents 28 BID- 2 I:A. Manho . : hallow Std 4 Ft Dinm-(Shallow Cone) - 00212 / Instal OGi<S4'? dre d Dollars no O 0 0 0 D o s (,00 s /aoo o� Soo s '/0 00 00 Cents S Z100 S 5600 29 RID- 20 EA. Manhule•Sld 4 Ft Dia) -(to 6 Ft Depth) Install 00213 74 //�� f'�jYIG ,9 LIand. -ria r7`/C4nc1rC a/ Dollars /7 0 �ntS 30 BID- 40 V.F. Manhole-Std 4 Ft Diem -Added Dept (over6 Ft 0021 Depth) - Install o0 0 e di -OD s 7000O /74 / unO/,rJffld&dti)ollars 0 0 0 0 / Cents S /2S S 5-00 0 31 13ID- 5 11A. Manholc•Drop•Std 4 PI Dian -(to 6 Ft depth) 00207 Install COt.4, 7<%)oudon 4'ue h _rziL d n '•' Contractor must complete the following "City Approved Method and Approval Prndurl' farm nn Papa 10 of prnpo sI (5) I )ollars Cents o° DO Old s ZZS 00 ADDENDUM No.1 11.15.2011 1} li HID - Sanitary Sewer Rehabilitation Contract LVI (56) - Part 3 PAY CPMS APPROX DESCRIPTION OF ITEMS WITI I HID PRICES TOTAL 11Nl'I' P CE ITEM BID NO. QTY. WRITTEN IN WORDS AMOUNT HID (Furnish and install complete in place, including all appurtenant work, the followi _ items,) 32 131D- 20 V.F. Manhole-Drop-Std 4 Ft Diam-Added Depth (over 6 00208 Ft Depth) - Install age hundie i<hir�3}7ollars Cents 33 131D• 20 EA. Manhole-Vacuum'1'est • S• views 217 0_,7eildadt - . T; 4. Dollars Cents 34 HID- _ EA. Collar -Manhole (3 -Inch Frame & Cover) - install 00198 // / / t/ Fify rAtoe and/'d Da(lars $ /30 $ 26 op 0 00 s /S O s (lOOO 00 00 Cents 5 2,S_Q s 7000 35 1311)- 3 EA. nhole - Adjustment - Install (replace ex 24" n0849 opening conc wiprop 30" opening cone) d 4houJ'4nd f/ i e 44,4die Dollars Cents 36 131D- 2,100 L.F. Trench Su y System 5 Foot Depth -- Install 00372 0 O s/S00 s3/./5-00 D n! Dollars a p0 0 40 Gents y / $G/00 37 BID 8 It.A Dehole• Exploratory Exvation - study no. -2 ��0�e //1,o4,ran/d "2'e htvnp/ee e IN ars Qo 00 /70 Cents $ /5-00 $ /ZOO 0 38 131D- 1 ILA Adjust Waterline - Install 01152 Tour rhou�s'4n a� Dollars no Cents 39 131D• 1.920 L.F. Pavement-2 Inch Min IIMAC on 2/27 Concrete 00443 Base(ST R-028) - Install " "' Contractor must complete the following 'City Approvod Method and Approved Product' form on Page t 0 Menus -vial Dollars 20 (6) Cents DO s 000 s y_O_ 3O 0 v� $33— s 7200 ADDENDUM No.t 11-15.2011 111D - Sanitary Sewer Rehabilitation Contract LVI (56) - Part 3 PAY CPMS APPROX DESCRIPTION OF ITEMS WITH BID PRICES T'O'PAL I I EN4 BID NO. QTY. WRITTEN IN WORDS UNIT PRICE? AMOUNT 131D (Furnish and install complete in place, including all appurtenant work, the tollowing items.) 10 BID- 90 L.F. Pavement-2-Inch Min IIMAC Replacement on 00444 Existing Base (and on 2/27 Concrete Base (S I R- 029) - Install sIx4i /-/ ✓e Dollars // �,U o o v L & —__ _-_ Cents s !� J ~ s .58So 41 131D- 40 S.Y. Pavement -Concrete on 2/27 Concrete Base (S•• 0439 031) -Install %(• (4, 74.✓P I)nlln / 0v v 0 40 its S SS" s 2200 •12 13113- 1 LF Club & Gutter - I Lull 00423 t3 4wt/77 v Dollars O41 /74) Cents s 83 BID- 10 S.Y. 1'uveweu Volley Outlet' - Install 00473 ODollars Cents 44 13(D- 350 S.F. \Valk (Con• etc)'- Install 00528 Dollars Is •15 BID- 130 S.F. Driveway-6 Inch (Concrete) - Instal 00404 Ltd. Dollars /2 6 46 BID- 10 S.Y. Grass.Sod - Install 00137 ". /20 Cents Dollars 00 0 0 sVf S<50 D G O $ 2yso Cents s /3— 47 ¢ ID- 260 S. Y. Grass•llydrumulch Seeding - install )0i34 l "' Contractor must complete the following "City Approved Method and Approved Product' form on Page 10 of proposal (7) Dollars Cants d -/s-co0 ADDENDUM No.1 11-15-2011 it I 'J 11 11 11 I II BID - Sanitary Sewer Rehabilitation Contract LVI (56)- fart 3 Y CPMS APPROX DESCRIPTION OF ITEMS 1VITII RID PRICES UNIT ICE Tom'. II' 1 I31D NO. QTY. WRITTEN IN WORDS AMOUNT RID (Furnish and install complete in place, including all appurtenant work, the Billow g items.) 48 HID- 10 C.Y. rop Soil --Install 00147 ♦�/ •0.9Y% no Dollars oU d a cc. $/S— s /50 49 IIID• 920 S.Y. Pavement — Install (additional II, AC Pavement 00430 Repair beyond trend vidth) r/" tr/r-, Dollars D /2 O Cents S /S s /3800 50 13113- 3.770 E. Inspection -Post Co . traction Cleating & TV Study 00201 Dollars /7 D Cans 51 HID. 2,280 L.F. In ectirt-I'reconstructionCleaning & 1V Study 00202 nv Dollars o s ul s //5/0 ° a Cents S c5^ S /&400 52 13ID- 80 V.F. Manhole -faint & Conlin Interior Protective Coaling 00211 -- Ins 11 F/ / '/f h One un c%ip c%/�- a ollnrs nU :•nts SS I311 120 C.Y. 1011 Mlatenal-Flowablo Fill (Cement) Install 00:44 ez,9 /y r / ✓ oo Dollars ✓ Ceres 85 s /beoa $ /&$T $ / Ygo o 54 13113- 1 L_S. Signal -Traffic Control Plan- Design & Provide -- 01189 Install T/ T 404 / n 2050 n CO Dollars p0 p0 Ov U raj Cents $ /$bo S SANITARY SEWER REIL\RIL11'A'r1ON'rOA TI. HID: S /7 7, 5 (�CJ "' Contractor must complete the following "City Approved Method and Approved Product' form on Page 10 of proposal (a) U ADDENDUM No.1 11.15-2011 Within ten (10) days after notification by the City of Fort Worth, the undersigned will execute the formal contract and will deliver an approved Surety Bond and such other bonds as required by the Contract Documents, for the faithful performance of the Contract. The attached bid security in the amount of 5% is to become the property of the City of Fort Worth, Texas, in the event the contract and bond or bonds are not executed and delivered within the time above set forth, as liquidated damages for the delay and additional work caused thereby. Was a requirement of this project, the undersigned bidder certifies that they have been furnished at least one set of the General Contract Documents and General or Special Specifications for Projects, and that they have thoroughly read and completely understand all the requirements and conditions of those General Documents and the specific Contract Documents and appurtenant plans. The undersigned assured that its employees and applicants for employment and those of any labor organization, subcontractors, or employment agency in either furnishing or referring employee applicants to the undersigned are not discriminated against as prohibited by the terms of City Ordinance No. 7278 as amended by City Ordinance No. 7400. "1'he bidder agrees to begin construction with ten (10) calendar days after issue of the work order and to complete the contract within 150 calendar days after beginning construction as set forth in the written work order to be furnished by the Owner. (Circle and complete A or 13 below, as applicable) A. B. The principal place of business of our company is in the State of a. Nonresident bidders in the State of , our principal place of business, arc required to be copy of the statute is attached. b. Nonresident bidders in the State of __, our principal place of business, are not required to underbid resident bidders. percent lower than resident bidders by state law. A The principal place of business of our company or our parent company or majority owner is in the State of Texas. Receipt is acknowledged of the following addenda: Addcndutn No. 1: Addendum No. 2: Addendum No. 3: Addendum No. 4: Addendum No. 5: Addendum No. 6: ll�S" (9) Respectfully submitted, 13y: L//C e / i'4',S/C /-; Company:'„ c /e Co.41..tZek.‘ Address: /90 god- /eves Title: / /i G✓DrJ�i� �� / ,/e/ o Date: //-. / 7-// ADDENDUM No.1 11-15-2011 ✓ Cured -In -Place Pipe (CIPP) (Approved CIPP Liners: Insituform; National Liner; and Inliner) CITY APPROVED METHOD AND APPROVED PRODUCT FOR *, ** AND *** I lb * CONTRACTOR SHALL SELECT TYPE OF PIPE TO BE USED Standard Spec No. Size ✓ E1-31 4" through 36" E1-25 4" through 15" E1-27 4" through 15" E1-28 18" through 48" E100-2 18" through 48" Consult with "City of Fort Worth, Texas Standard Product List" to obtain the Generic/Trade Name and the Manufacturer for tho pipe© listed above. ** Contractor to indicate Pipe Enlargement Method being used: PIM Method Name of Subcontractor: T.R.S. System Name of Subcontractor: McConnell Method Name of Subcontractor: Note: Only tee service connections will be allowed. "** CONTRACTOR TO INDICATE TRENCHLESS METHOD, IDENTIFY APPROVED LINER PROCESS, AND PROVIDE NAME OF CONTRACTOR FOR INSTALLKTION: ` /-.//25/�"cc Y`oi'/r) Approved CIPP Liner Name of Contractor for Installation Fold and Form Pipe (FAFP) (Approved FAFP Liner: U•Liner) Approved FAFP Liner Name of Contractor for Installation Failure to provide the information required above may result in rejection of bid as non- responsive. Only products listed above will be allowed for use in this project. Any substitutions shall result in rejection of bid as non -responsive (10) ADDENDUM No.1 11-15-2011 VENDOR COMPLIANCE TO STATE LAW The 1985 Session of the Texas Legislature passed House Bill 620 relative to 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 of 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 too underbid a nonresident bidder in order to obtain a comparable contract in the State in which the nonresident's principal place of business is located. The appropriate blanks in Section A must be filled out by all out-of-state or nonresident bidders in order for your bid to meet specifications. The failure of out-of-state or nonresident contractors to do so will automatically disqualify that bidder. Resident bidders must check the box in Section B. A. Nonresident vendors in (give State), our principal place of business, are required to be percent lower than resident kidders by State law. A copy of the Statute is attached. Nonresident vendors in (give State), our principal place of business, are not required to underbid resident bidders. B. Our principal place of business or corporate offices are in the State of Texas. EY BIDDER: r: �! �~ �o/J,1 irrr cf n sI By: 76t60J'C cr,-r/-e— Company (Please print'f' />o go/ 2 8 Address Signature: AO.,7/12i2/.4 /X %/ Title: l//Gr X,.r-ie/,�n City/State/Zip (Please print) THIS FORM MUST BE RETURNED WITH YOUR QUOTATION ADDENDUM No.1 11-15-2011 PART C - GENERAL CONDITIONS TABLE OF CONTENTS MAY 5, 2011 TABLE OF CONTENTS C1-1 DEFINITIONS C1-1 (1) C1-1.1 Definition of Terms C1-1 (1) C1-1.2 Contract Documents C1-1 (2) C1-1.3 Notice to Bidders C1-1 (2) C1-1.4 Proposal C1-1 (2) C1-1.5 Bidder C1-1 (2) C1-1.6 General Conditions C1-1 (2) CI-1.7 Special Conditions C1-1 (2) C1-1.8 Specifications C1-1 (2) C1-1.9 Bonds C1-1 (2) C1-1.10 Contract C1-1 (3) C1-1.11 Plans C1-1 (3) C1-1.12 City C1-1 (3) C1-1.13 City Council C1-1 (3) C1-1.14 Mayor C1-1 (3) C1-1.15 City Manager C1-1 (3) C1-1.16 City Attorney C1-1 (3) C1-1.17 Director of Public Works C1-1 (3) C1-1.18 Director, City Water Department C1-1 (3) C1-1.19 Engineer C1-1 (3) C1-1.20 Contractor C1-1 (3) C1-1.21 Sureties C1-1 (4) C1-1.22 The Work or Project C1-1 (4) C1-1.23 Working Day C1-1 (4) C1-1.24 Calendar Days C1-1 (4) C1-1.25 Legal Holidays C1-1 (4) C1-1.26 Abbreviations C1-1 (4) C1-1.27 Change Order C1-1 (5) C1-1.28 Paved Streets and Alleys C1-1 (5) C1-1.29 Unpaved Streets or Alleys C1-1 (6) C1-1.30 City Street C1-1 (6) C1-1.31 Roadway C1-1 (6) C1-1.32 Gravel Street C1-1 (6) C2-2 INTERPRETATION AND PREPARATION OF PROPOSAL C2-2.1 Proposal Form C2-2 (1) C2-2.2 Interpretation of Quantities C2-2 (1) C2-2.3 Examination of Contract Documents and Site of Project C2-2 (2) C2-2.4 Submitting of Proposal C2-2 (2) (1) C2-2.5 C2-2.6 C2-2.7 C2-2.8 C2-2.9 C2-2.10 C2-2.11 C2-2.12 Rejection of Proposals Bid Security Delivery of Proposal Withdrawing Proposals Telegraphic Modifications of Proposals Public Opening of Proposal Irregular Proposals Disqualification of Bidders C2-2 (3) C2-2 (3) C2-2 (3) C2-2 (3) C2-2 (3) C2-2 (4) C2-2 (4) C2-2 (4) C3-3 AWARD AND EXECUTION OF DOCUMENTS: C3-3.1 Consideration of Proposals C3-3 (1) C3-3.2 Minority Business Enterprise/Women Business C3-3 (1) Enterprise Compliance C3-3.3 Equal Employment Provisions C3-3 (1) C3-3.4 Withdrawal of Proposals C3-3 (1) C3-3.5 Award of Contract C3-3 (2) C3-3.6 Return of Proposal Securities C3-3 (2) C3-3.7 Bonds C3-3 (2) C3-3.8 Execution of Contract C3-3 (3) C3-3.9 Failure to Execute Contract C3-3 (3) C-3-3.10 Beginning Work C3-3 (4) C3-3.11 Insurance C3-3 (4) C3-3.12 Contractor's Obligations C3-3 (6) C3-3.13 Weekly Payrolls C3-3 (6) C3-3.14 Contractor's Contract Administration C3-3 (6) C3-3.15 Venue C3-3 (7) C4-4 SCOPE OF WORK C4-4.1 Intent of Contract Documents C4-4.2 Special Provisions C4-4.3 Increased or Decreased Quantities C4-4.4 Alteration of Contract Documents C4-4.5 Extra Work C4-4.6 Construction Schedule C4-4.7 Schedule Tiers Special Instructions C5-5 CONTROL OF WORK AND MAXERIALS C5-5.1 Authority of Engineer C5-5.2 Conformity with Plans C5-5.3 Coordination of Contract Documents C5-5.4 Cooperation of Contractor C5-5.5 Emergency and/or Rectification Work C5-5.6 Field Office C5-5.7 Construction Stakes (2) C4-4 (1) C4-4 (1) C4-4 (1) C4-4 (2) C4-4 (2) C4-4 (3) C4-4 (6) C5-5 (1) C5-5 (1) C5-5 (1) C5-5 (2) C5-5 (2) C5-5 (3) C5-5 (3) C5-5.8 Authority and Duties of City Inspector C5-5 (3) C5-5.9 Inspection C5-5 (4) C5-5.10 Removal of Defective and Unauthorized Work C5-5 (4) C5-5.11 Substitute Materials or Equipment C5-5 (4) C5-5.12 Samples and Tests of Materials C5-5 (5) C5-5.13 Storage of Materials C5-5 (5) C5-5.14 Existing Structures and Utilities C5-5 (5) C5-5.15 Interruption of Service C5-5 (6) C5-5.16 Mutual Responsibility of Contractors C5-5 (7) C5-5.17 Clean -Up C5-5 (7) C5-5.18 Final Inspection C5-5 (8) C6-6 LEGAL RELATIONS AND PUBLIC RESPONSIBILITY C6-6.1 Laws to be Observed C6-6 (1) C6-6.2 Permits and Licenses C6-6 (1) C6-6.3 Patented Devices, Materials, and Processes C6-6 (1) C6-6.4 Sanitary Provisions C6-6 (1) C6-6.5 Public Safety and Convenience C6-6 (2) C6-6.6 Privileges f Contractor in Streets, Alleys, C6-6 (3) and Right -of -Way C6-6.7 Railway Crossings C6-6 (3) C6-6.8 Barricades, Warnings and Flagmen C6-6 (3) C6-6.9 Use of Explosives, Drop Weight, Etc. C6-6 (4) C6-6.10 Work Within Easements C6-6 (5) C6.6.11 Independent Contractor C6-6 (6) C6-6.12 Contractor's Responsibility for Damage Claims C6-6 (6) C6-6.13 Contractor's Claim for Damages C6-6 (8) C6-6.14 Adjustment or Relocation of Public Utilities, Etc. C6-6 (8) C6-6.15 Temporary Sewer and Drain Connections C6-6 (8) C6-6.16 Arrangement and Charges for Water Furnished by the City C6-6 (9) C6-6.17 Use of a Section or Portion of the Work C6-6 (9) C6-6.18 Contractor's Responsibility for the Work C6-6 (9) C6-6.19 No Waiver of Legal Rights C6-6 (9) C6-6.20 Personal Liability of Public Officials C6-6 (10) C6-6.21 State Sales Tax C6-6 (10) C7-7 PROSECUTION AND PROGRESS C7-7.1 Subletting C7-7 (1) C7-7.2 Assignment of Contract C7-7 (1) C7-7.3 Prosecution of The Work C7-7 (1) C7-7.4 Limitation of Operations C7-7 (2) C7-7.5 Character of Workmen and Equipment C7-7 (2) C7-7.6 Work Schedule C7-7 (3) C7-7.7 Time of Commencement and Completion C7-7 (3) C7-7.8 Extension of Time Completion C7-7 (3) (3) C7-7.9 Delays C7-7 (4) C7-7.10 Time of Completion C7-7 (4) C7-7.11 Suspension by Court Order C7-7 (5) C7-7.12 Temporary Suspension C7-7 (5) C7-7.13 Termination of Contract due to National Emergency C7-7 (6) C7-7.14 Suspension or Abandonment of the Work C7-7 (6) and Annulment of the Contract: C7-7.15 Fulfillment of Contract C7-7 (8) C7-7.16 Termination for Convenience of the Owner C7-7 (8) C7-7.17 Safety Methods and Practices C7-7 (11) C8-8 MEASUREMENT AND PAYMENT C8-8.1 Measurement Of Quantities C8-8 (1) C8-8.2 Unit Prices C8-8 (1) C8-8.3 Lump Sum C8-8 (1) C8-8.4 Scope of Payment C8-8 (1) C8-8.5 Partial Estimates and Retainage C8-8 (2) C8-8.6 Withholding Payment C8-8 (3) C8-8.7 Final Acceptance C8-8 (3) C8-8.8 Final Payment C8-8 (3) C8-8.9 Adequacy of Design C8-8 (4) C8-8.10 General Guaranty C8-8 (4) C8-8.11 Subsidiary Work C8-8 (4) C8-8.12 Miscellaneous Placement of Material C8-8 (4) C8-8.13 Record Documents C8-8 (4) (4) PART C - GENERAL CONDITIONS C1-1 DEFINITIONS SECTION C1-1 DEFINITIONS C1-1.1 DEFINITIONS OF TERMS: Whenever in these Contract Documents the following terms or pronouns in place of them are used, the intent and meaning shall be understood and interpreted as follows: C1-1.2 CONTRACT DOCUMENTS: The Contract Documents are in all of the written and drawn documents, such as specifications, bonds, addenda, plans, etc., which govern the terms and performance of the contract. These are contained on the General Contract Documents and the Special Contract Documents. a. GENERAL CONTRACT DOCUMENTS: The General Contract Documents govern all Water Department Projects and Include the following Items PART A - NOTICE TO BIDDERS (Sample) White PART B - PROPOSAL (Sample) White PART C - GENERAL CONDITIONS (CITY) Canary Yellow (Developer) Brown PART D - SPECIAL CONDITIONS Green PART E - SPECIFICATIONS El -White E2-Golden Rod E2A-White PERMITS/EASEMENTS Blue PART F - BONDS (Sample) White PART G - CONTRACT (Sample) White b. SPECIAL CONTRACT DOCUMENTS: The Special Contract Documents are prepared for each specific project as a supplement to the General Contract Documents and include the following items: PART A - NOTICE TO BIDDERS (Advertisement) same as above PART B - PROPOSAL (Bid) PART C - GENERAL CONDITIONS PART D - SPECIAL CONDITIONS PART E - SPECIFICATIONS PERMITS/EASEMENTS PART F - BONDS PART G - CONTRACT PART H - PLANS (Usually bound separately) C1-1 (1) C1-1.3 NOTICE TO BIDDERS: All of the legal publications either actually published in public advertising mediums or furnished direct to interested parties pertaining to the work contemplated under the Contract Documents constitutes the notice to bidders. C1-1.4 PROPOSAL: The completed written and signed offer or tender of a bidder to perform the work which the Owner desires to have done, together with the bid security, constitutes the Proposal, which becomes binding upon the Bidder when it is officially received by the Owner, has been publicly opened and read and not rejected by the Owner. C1-1.5 BIDDER: Any person, persons, firm, partnership, company, association, corporation, acting directly or through a duly authorized representative, submitting a proposal for performing the work contemplated under the Contract Documents, constitutes a bidder. C1-1.6 GENERAL CONDITIONS: The General Conditions are the usual construction and contract requirements which govern the performance of the work so that it will be carried on in accordance with the customary procedure, the local statutes, and requirements of the City of Fort Worth's charter and promulgated ordinances. Whenever there may be a conflict between the General Conditions and the Special Conditions, the latter shall take precedence.. C1-1.7 SPECIAL CONDITIONS: Special conditions are the specific requirements which are necessary for the particular project covered by the Contract Documents and not specifically covered in the General Conditions. When considered with the General Conditions and other elements of the Contract Documents they provide the information which the Contractor and Owner should have in order to gain a thorough knowledge of the project. C1-1.8 SPECIFICATIONS: The Specifications is that section or part of the Contract Documents which set forth in detail the requirements which must be met by all materials, construction, workmanship, equipment and services in order to render a completed an useful project. Whenever reference is made to standard specifications, regulations, requirements, statutes, etc., such referred to documents shall become a part of the Contract Documents just as though they were embodied therein. C1-1.9 BONDS: The bond or bonds are the written guarantee or security furnished by the Contractor for prompt and faithful performance of the contract and include the following: a. Performance Bond (see paragraph C3-3.7) b. Payment Bond (see paragraph C3-3.7) c. Maintenance Bond (see paragraph C3-3.7) d. Proposal or Bid Security (see Special Instructions to Bidders, Part A and C2-2.6) C1-1 (2) C1-1.10 CONTRACT: The Contract is a formal signed agreement between the owner and the Contractor covering the mutual understanding of the two contracting parties about the project to be completed under the Contract Documents. C1-1.11 PLANS: The plans are the drawings or reproductions therefrom made by the Owner's representative showing in detail the location, dimension and position of the various elements of the project, including such profiles, typical cross -sections, layout diagrams, working drawings, preliminary drawings and such supplemental drawings as the Owner may issue to clarify other drawings or for the purpose of showing changes in the work hereinafter authorized by the Owner. The plans are usually bound separately from the other parts of the Contract Documents, but they are part of the Contract Documents just as though they were bound therein. C1-1.12 CITY: The City of Fort Worth, Texas, a municipal corporation, authorized and chartered under the Texas State Statutes, acting by and through its governing body or its City Manager, each of which is required by charter to perform specific duties. Responsibility for final enforcement of the Contracts involving the City of Fort Worth is by Charter vested in the City Manager. The terms City and Owner are synonymous. C1-1.13 CITY COUNCIL: The duly elected and qualified governing body of the City of Fort Worth, Texas. C1-1.14 MAYOR: The officially elected Mayor, or in his absence, the Mayor Pro tem of the City of Fort Worth, Texas. C1-1.15 CITY MANAGER: The officially appointed and authorized City Manager of the City of Fort Worth, Texas, or his duly authorized representative. C1-1.16 CITY ATTORNEY: The officially appointed City Attorney of the City of Fort Worth, Texas, or his duly authorized representative. C1-1.17 DIRECTOR OF PUBLIC WORKS: The officially appointed official of the City of Fort Worth, Texas, referred to in the charter as the City Engineer, or his duly authorized representative. C1-1.18 DIRECTOR. CITY WATER DEPARTMENT: The officially appointed Director of the City Water Department of the City of Fort Worth, Texas, or his duly authorized representative, assistant, or agents. C1-1.19 ENGINEER: The Director of Public Works, the Director of the Fort Worth City Water Department, or their duly authorized assistants, agents, engineers, inspectors, or superintendents, acting within the scope of the particular duties entrusted to them. C1-1.20 CONTRACTOR: The person, person's, partnership, company, firm, association, or corporation, entering into a contract with the Owner for the execution of work, acting C1-1 (3) directly or through a duly authorized representative. A sub -contractor is a person, firm, corporation, supplying labor and materials or only labor, for the work at the site of the project. C1-1.21 SURETIES: The Corporate bodies which are bound by such bonds as are required with and for the Contractor. The sureties engaged are to be fully responsible for the entire and satisfactory fulfillment of the Contract and for any and all requirements as set forth in the Contract Documents and approved changes therein. C1-1.22 THE WORK OR PROJECT: The completed work contemplated in and covered by the Contract Documents, including but not limited to the furnishing of all labor, materials, tools, equipment, and incidentals necessary to produce a completed and serviceable project. C1-1.23 WORKING DAY: A working day is defined as a calendar day, not including Saturdays, Sundays, and legal holidays, in which weather or other conditions not under the control of the Contractor permit the performance of the principal unit of work for a period of not less than seven (7) hours between 7:00 a.m. and 6:00 p.m., with exceptions as permitted in paragraph C7-7.6 C1-1.24 CALENDAR DAYS: A calendar day is any day of the week or month, no days being excepted. C1-1.25: LEGAL HOLIDAYS: Legal holidays shall be observed as prescribed by the City Council of the City of Fort Worth for observance by City employees as follows: 1. New Year's day 2. M.L. King, Jr. Birthday 3. Memorial Day 4. Independence Day 5. Labor Day 6. Thanksgiving Day 7. Thanksgiving Friday 8. Christmas Day 9. Such other days in lieu of holidays as the City Council may determine January 1 Third Monday in January Last Monday in May July 4 First Monday in September Fourth Thursday in November Forth Friday in November December 25 When one of the above named holidays or a special holiday is declared by the City Council, falls on a Saturday, the holiday shall be observed on the preceding Friday, or if it falls on Sunday, it shall be observed on the following Monday, by those employees working on working day operations. Employees working calendar day operations will consider the calendar as the holiday. C1-1.26 ABBREVIATIONS: Whenever the abbreviations defined herein appear in the Contract Documents, the intent and meaning shall be as follows: C1-1 (4) AASI-ITO - American Association of State MGD - Million Gallons Highway Transportation Officials per Day ASCE American Society of Civil CFS Cubic Foot per Engineers Second TAW - In Accordance With Min. - Minimum ASTM - American Society of Testing Mono. - Monolithic Materials % - Percentum AWWA - American Water Works R - Radius Association I.D. - Inside Diameter ASA American Standards Association O.D. Outside Diameter HI - Hydraulic Institute Elev. - Elevation Asph. - Asphalt F - Fahrenheit Ave. Avenue C - Centigrade Blvd. Boulevard In. - Inch CI Cast Iron Ft. - Foot CL Center Line St. - Street GI Galvanized Iron CY Cubic Yard Lin. - Linear or Lineal Yd. - Yard lb. - Pound SY - Square yard MH - Manhole L.F. - Linear Foot Max. Maximum D.I. - Ductile Iron C1-1.27 CHANGE ORDER: A "Change Order" is a written supplemental agreement between the Owner and the Contractor covering some added or deducted item or feature which may be found necessary and which was not specifically included in the scope of the project on which bids were submitted. Increase in unit quantities stated in the proposal are not the subject matter of a Change Order unless the increase or decrease is more than 25% of the amount of the particular item or items in the original proposal. All "Change Orders" shall be prepared by the City from information as necessary furnished by the Contractor. C1-1.28 PAVED STREETS AND ALLEYS: A paved street or alley shall be defined as a street or alley having one of the following types of wearing surfaces applied over the natural unimproved surface: 1. Any type of asphaltic concrete with or without separate base material. 2. Any type of asphalt surface treatment, not including an oiled surface, with or without separate base material. 3. Brick, with or without separate base material. 4. Concrete, with or without separate base material. 5. Any combination of the above. C1-1 (5) C1-1.29 UNPAVED STREETS OR ALLEYS: An unpaved street, alley, roadway or other surface is any area except those defined for "Paved Streets and Alleys." C1-1.30 CITY STREET: A city street is defined as that area between the right-of-way lines as the street is dedicated. C1-1.31 ROADWAY: The roadway is defined as the area between parallel lines two (2') back of the curb lines or four (`4) feet back of the average edge of pavement where no curb exists. C1-1.32 GRAVEL STREET: A gravel street is an unimproved street to which has been added one or more applications of gravel or similar material other than the natural material found on the street surface before any improvement was made. C1-1 (6) SECTION C - GENERAL CONDITIONS C2-2 INTERPRETATION AND PREPARATION OF PROPOSAL SECTION C2-2 INTERPRETATION AND PREPARATION OF PROPOSAL C2-2.1 PROPOSAL FORM: The Owner will furnish bidders with Proposal form, which will contain an itemized list of the items of work to be done or materials to be furnished and upon which bid prices are requested. The Proposal form will state the Bidder's general understanding of the project to be completed, provide a space for furnishing the amount of bid security, and state the basis for entering into a formal contract. The Owner will furnish forms for the Bidder's "Experience Record," "Equipment Schedule," and "Financial Statement," all of which must be properly executed and filed with the Director of the City Water Department one week prior to the hour for opening of bids. The financial statement required shall have been prepared by an independent certified public accountant or an independent public accountant holding a valid permit issued by an appropriate state licensing agency, and shall have been so prepared as to reflect the current financial status. This statement must be current and no more than one (1) year old. In the case that bidding date falls within the time a new statement is being prepared, the previous statement shall be updated by proper verification. Liquid assets in the amount of ten (10) percent of the estimated project cost will be required. For an experience record to be considered to be acceptable for a given project, it must reflect the experience of the firm seeking qualification in work of both the same nature and magnitude as that of the project for which bids are to be received, and such experience must have been completed not more than five (5) years prior to the date on which Bids are to be received. The Director of the Water Department shall be sole judge as to the acceptability of experience for qualification to bid on any Fort Worth Water Department project. The prospective bidder shall schedule the equipment he has available for the project and state that he will rent such additional equipment as may be required to complete the project on which he submits a bid. C2-2.2 INTERPRETATION OF QUANTITIES: The quantities of work and materials to be furnished as may be listed in the proposal forms or other parts of the Contract Documents will be considered as approximate only and will be used for the purpose of comparing bids on a uniform basis. Payment will be made to the Contractor for only the actual quantities of work performed or materials furnished in strict accordance with the Contract Documents and Plans. The quantities of work to be performed and materials to be furnished may be increased or decreased as hereinafter provided, without in any way invalidating the unit prices bid or any other requirements of the Contract Documents. C2-2 (1) C2-2.3 EXAMINATION OF CONTRACT DOCUMENTS AND SITE OF PROJECT: Bidders are advised that the Contract Documents on file with the Owner shall constitute all of the information which the Owner will furnish. All additional information and data which the Owner will supply after promulgation of the formal contract documents shall be issued in the form of written addenda and shall become part of the Contract Documents just as though such addenda were actually written into the original Contract Documents. Bidders are required, prior to filing of proposal, to read and become familiar with the Contract Documents, to visit the site of the project and examine carefully all local conditions, to inform themselves by their own independent research and investigations, tests, boring, and by such other means as may be necessary to gain a complete knowledge of the conditions which will be encountered during construction of the project. They must judge for themselves the difficulties of the work and all attending circumstances affecting the cost of doing the work or the time required for its completion, and obtain all information required to make an intelligent proposal. No information given by the Owner or any representative of the Owner other than that contained in the Contract Documents and officially promulgated addenda thereto, shall be binding upon the Owner. Bidders shall rely exclusively and solely upon their own estimates, investigation, research, tests, explorations, and other data which are necessary for full and complete information upon which the proposal is to be based. It is mutually agreed that the submission of a proposal is prima -facie evidence that the bidder has made the investigation, examinations and tests herein required. Claims for additional compensation due to variations between conditions actually encountered in construction and as indicated in the Contract Documents will not be allowed. The logs of Soil Borings, if any, on the plans are for general information only and may not be correct. Neither the Owner nor the Engineer guarantee that the data shown is representative of conditions which actually exist. C2-2.4 SUBMITTING OF PROPOSAL: The Bidder shall submit his Proposal on the form furnished by the Owner. All blank spaces applicable to the project contained in the form shall be correctly filled in and the Bidder shall state the prices, written in ink in both words and numerals, for which he proposes to do work contemplated or furnish the materials required. All such prices shall be written legibly. In case of discrepancy between price written in words and the price written in numerals, the price most advantageous to the City shall govern. If a proposal is submitted by an individual, his or her name must be signed by him (her) or his (her) duly authorized agent. If a proposal is submitted by a firm, association, or partnership, the name and address of each member of the firm, association, or partnership, or by person duly authorized. If a proposal is submitted by a company or corporation, the company or corporation name and business address must be given, and the proposal signed by an official or duly authorized agent. The corporate seal must be affixed. Power C2-2 (2) of Attorney authorizing agents or others to sign proposal must be properly certified and must be in writing and submitted with the proposal. C2-2.5 REJECTION OF PROPOSALS: Proposals may be rejected if they show any alteration of words or figures, additions not called for, conditional or uncalled for alternate bids, erasures, or irregularities of any kind, or contain unbalanced value of any items. Proposal tendered or delivered after the official time designated for receipt of proposal shall be returned to the Bidder unopened. C2-2.6 BID SECURITY: No proposal will be considered unless it is accompanied by a "Proposal Security" of the character and the amount indicated in the "Notice to Bidders" and the "Proposal." The Bid Security is required by the Owner as evidence of good faith on the part of the Bidder, and by way of a guaranty that if awarded the contract, the Bidder will within the required time execute a formal contract and furnish the required performance and other bonds. The bid security of the three lowest bidders will be retained until the contract is awarded or other disposition is made thereof. The bid security of all other bidders may be returned promptly after the canvass of bids. C2-2.7 DELIVERY OF PROPOSAL: No proposal will be considered unless it is delivered, accompanied by its proper Bid Security, to the City Manager or his representative in the official place of business as set forth in the "Notice to Bidders." It is the Bidder's sole responsibility to deliver the proposal at the proper time to the proper place. The mere fact that a proposal was dispatched will not be considered. The Bidder must have the proposal actually delivered. Each proposal shall be in a sealed envelope plainly marker with the word "PROPOSAL," and the name or description of the project as designated in the "Notice to Bidders." The envelope shall be addressed to the City Manager, City Hall, Fort Worth, Texas. C2-2.8 WITHDRAWING PROPOSALS: Proposals actually filed with the City Manager cannot be withdrawn prior to the time set for opening proposals. A request for non -consideration must be made in writing, addressed to the City Manager, and filed with him prior to the time set for opening of proposals. After all proposals not requested for non -consideration are opened and publicly read aloud, the proposals for which non - consideration requests have been properly filed may, at the option of the Owner, be returned unopened. C2-2.9 TELEGRAHIC MODIFICATIONS OF PROPOSALS: Any Bidder may modify his proposal by telegraphic communication at any time prior to the time set for opening proposals, provided such telegraphic communication is received by the City Manager prior to the said proposal opening time, and provided further, that the City Manager is satisfied that a written and duly authenticated confirmation of such telegraphic communication over the signature of the bidder was mailed prior to the proposal opening time. If such confirmation is not received within forty-eight (48) hours after the proposal opening time, no further consideration will be given to the proposal. C2-2 (3) C2-2.10 PUBLIC OPENING OF PROPOSAL: Proposals which have been properly filed and for which no "Non -consideration Request" has been received will be publicly opened and read aloud by the City Manager or his authorized representative at the time and place indicated in the "Notice to Bidders." All proposals which have been opened and read will remain on file with the Owner until the contract has been awarded. Bidders or their authorized representatives are invited to be present for the opening of bids. C2-2.11 IRREGULAR PROPOSALS: Proposals shall be considered as "Irregular" if they show any omissions, alterations of form, additions, or conditions not called for, unauthorized alternate bids, or irregularities of any kind. However, the Owner reserves the right to waive any all irregularities and to make the award of the contract to the best interest of the City. Tendering a proposal after the closing hour is an irregularity which can not be waived. C2-2.12 DISQUALIFICATION OF BIDDERS: Bidders may be disqualified and their proposals not considered for any of, but not limited to, the following reasons: a) Reasons for believing that collusion exists among bidders. b) Reasonable grounds for believing that any bidder is interested in more than one proposal for work contemplated. c) The bidder being interested in any litigation against the Owner or where the Owner may have a claim against or be engaged in litigation against the bidder. d) The bidder being in arrears on any existing contract or having defaulted on a previous contract. e) The bidder having performed a prior contract in an unsatisfactory manner. f) Lack of competency as revealed by financial statement, experience statement, equipment schedule, and such inquiries as the Owner may see fit to make. g) Uncompleted work which, in the judgment of the Owner, will prevent or hinder the prompt completion of additional work if awarded. h) The bidder not filing with the Owner, one week in advance of the hour of the opening of proposals the following: 1. Financial Statement showing the financial condition of the bidder as specified in Part "A" - Special Instructions 2. A current experience record showing especially the projects of a nature similar to the one under consideration, which have been successfully completed by the Bidder. 3. An equipment schedule showing the equipment the bidder has available for use on the project. The Bid Proposal of the bidder who, in the judgment of the Engineer, is disqualified under the requirements stated herein, shall be set aside and not opened. C2-2 (4) PART C - GENERAL CONDITIONS C3-3 AWARD AND EXECUTION OF DOCUMENTS SECTION C3-3 AWARD AND EXECUTION OF DOCUMENTS: C3-3.1 CONSIDERATION OF PROPOSALS: After proposals have been opened and read aloud, the proposals will be tabulated on the basis of the quoted prices, the quantities shown in the proposal, and the application of such formulas or other methods of bringing items to a common basis as may be established in the Contract Documents. The total obtained by taking the sum of the products of the unit prices quoted and the estimated quantities plus any lump sum items and such other quoted amounts as may enter into the cost of the completed project will be considered as the amount of the bid. Until the ward of the contract is made by the Owner, the right will be reserved to reject any or all proposals and waive technicalities, to re -advertise for new proposals, or to proceed with the work in any manner as may be considered for the best interest of the Owner. C3-3.2 MINORITY BUSINESS ENTERPRISE/WOMEN-OWNED BUSINESS ENTERPRISE COMPLIANCE: Contractor agrees to provide to Owner, upon request, complete and accurate information regarding actual work performed by a Minority Business Enterprise (MBE) and/or a Woman -owned Business Enterprise (WBE) on the contract and the payment therefor. Contractor further agrees, upon request by the Owner, to allow and audit and/or an examination of any books, records, or files in the possession of the Contractor that will substantiate the actual work performed by an MWE or WBE. Any material misrepresentation of any nature will be grounds for termination of the contract and for initiating any action under appropriate federal, state or local laws and ordinances relating to false statements; further, any such misrepresentation may be grounds for disqualification of Contractor at Owner's discretion for bidding on future Contracts with the Owner for a period of time of not less than six (6) months. C3-3.3 EOUAL EMPLOYMENT PR9VISIONS: The Contractor shall comply with Current City Ordinances prohibiting discrimination in employment practices. The Contractor shall post the required notice to that effect on the project site, and at his request, will be provided assistance by the City of Fort Worth's Equal Employment Officer who will refer any qualified applicant he may have on file in his office to the Contractor. Appropriate notices may be acquired from the Equal Employment Officer. C3-3.4 WITHDRAWAL OF PROPOSALS: After a proposal has been read by the Owner, it cannot be withdrawn by the Bidder within forty-five (45) days after the date on which the proposals were opened. C3-3 (1) C 3-3.5 AWARD OF CONTRACT:. The Owner reserves the right to withhold final action on the proposals for a reasonable time, not to exceed forty-five (45) days after the date of opening proposals, and in no event will an award be made until after investigations have been made as to the responsibility of the proposed awardee. The award of the contract, if award is made, will be to the lowest and best responsive bidder. The award of the contract shall not become effective until the Owner has notified the Contractor in writing of such award. C3-3.6 RETURN OF PROPOSAL SECURITIES:, As soon as proposed price totals have been determined for comparison of bids, the Owner may, at its discretion, return the proposal security which accompanied the proposals which, in its judgment, would not be considered for the award. All other proposal securities, usually those of the three lowest bidders, will be retained by the Owner until the required contract has been executed and bond furnished or the Owner has otherwise disposed of the bids, after which they will he returned by the City Secretary. C3-3.7 BONDS: With the execution and delivery of the Contract Documents, the Contractor shall furnish to, and file with the owner in the amounts herein required, the following bonds: a. PERFORMANCE BOND: A good and sufficient performance bond in the amount of not less than 100 percent of the amount of the contract, as evidenced by the proposal tabulation or otherwise, guaranteeing the full and faithful execution of the work and performance of the contract, and for the protection of the Owner and all other persons against damage by reason of negligence of the Contractor, or improper execution of the work or use of inferior materials. This performance bond shall guarantee the payment for all labor, materials, equipment, supplies, and services used in the construction of the work, and shall remain in full force and effect until provisions as above stipulated are accomplished and final payment is made on the project by the City. b. MAINTENANCE BOND: A good and sufficient maintenance bond, in the amount of not less than 100 percent of the amount of the contract, as evidenced by the proposal tabulation or otherwise, guaranteeing the prompt, full and faithful performance of the general guaranty which is set forth in paragraph C8-8.10. c. PAYMENT BOND: A good and sufficient payment bond, in the amount of not less than 100 percent of the amount of the contract, as evidenced by the proposal tabulation or otherwise, guaranteeing the prompt, full and faithful payment of all claimants as defined in Article C3-3 (2) 5160, Revised Civil Statutes of Texas, 1925, as amended by House Bill 344, Acts 56`h Legislature, Regular Session, 1959, effective April 27, 1959, and/or the latest version thereof, supplying labor and materials in the prosecution of the work provided for in the contract being constructed under these specifications. Payment Bond shall remain in force until all payments as above stipulated are made. d. OTHER BONDS: Such other bonds as may be required by these Contract Documents shall be furnished by the Contractor. No sureties will be accepted by the Owner which are at the time in default or delinquent on any bonds or which are interested in any litigation against the Owner. All bonds shall be made on the forms furnished by the Owner and shall be executed by an approved surety company doing business in the City of Fort Worth, Texas, and which is acceptable to the Owner. In order to be acceptable, the name of the surety shall be included on the current U.S. Treasury list of acceptable sureties, and the amount of bond written by any one acceptable company shall not exceed the amount shown on the Treasury list for that company. Each bond shall be properly executed by both the Contractor and Surety Company. Should any surety on the contract be determined unsatisfactory at any time by the Owner, notice will be given the Contractor to that effect and the Contractor shall immediately provide a new surety satisfactory to the Owner. No payment will be made under the contract until the new surety or sureties, as required, have qualified and have been accepted by the Owner. The contract shall not be operative nor will any payments be due or paid until approval of the bonds by the Owner. C3-3.8 EXECUTION OF CONTRACT: Within ten (10) days after the Owner has appropriate resolution, or otherwise, awarded the contract, the Contractor shall execute and file with the Owner, the Contract and such bonds as may be required in the Contract Documents. No Contract shall be binding upon the Owner until it has been attested by the City Secretary, approved as to form and legality by the City Attorney, and executed for the Owner by either the Mayor or City Manager. C3-3.9 FAILURE TO EXECUTE CONTRACT: The failure of the Awardee to execute the required bond or bonds or to sign the required contract within ten (10) days after the contract is awarded shall be considered by the owner as an abandonment of his proposal, and the owner may annual the Award. By reason of the uncertainty of the market prices of material and labor, and it being impracticable and difficult to accurately determine the amount of damages occurring to the owner by reason of said awardee's failure to execute said bonds and contract within ten (10) days, the proposal security accompanying the proposal shall be the agreed amount of damages which the Owner will C3-3 (3) suffer by reason of such failure on the part of the Awardee and shall thereupon immediately by forfeited to the Owner. The filing of a proposal will be considered as acceptance of this provision by the Bidder. C-3-3.10 BEGINNING WORK: The Contractor shall not commence work until authorized in writing to do so by the Owner. Should the Contractor fail to commence work at the site of the project within the time stipulated in the written authorization usually termed "Work Order" or "Proceed Order", it is agreed that the Surety Company will, within ten (10) days after the commencement date set forth in such written authorization, commence the physical execution of the contract. C3-3.11 INSURANCE: The Contractor shall not commence work under this contract until he has obtained all insurance required under the Contract Documents, and such insurance has been approved by the Owner. The prime Contractor 'shall be responsible for delivering to the Owner the sub -contractor's certificate of insurance for approval. The prune Contractor shall indicate on the certificate of insurance included in the documents for execution whether or not his insurance covers sub -contractors. It is the intention of the Owner that the insurance coverage required herein shall include the coverage of all sub -contractors. a. COMPENSATION INSURANCE: The Contractor shall maintain, during the life of this contract, Worker's Compensation Insurance on all of his employees to be engaged in work on the project under this contract, and for all sub -contractors. In case any class of employees engaged in hazardous work on the project under this contract is not protected under the Worker's Compensation Statute, the Contractor shall provide adequate employer's general liability insurance for the protection of such of his employees not so protected. b. COMPREHENSIVE GENERAL LIABILITY INSURANCE: The Contractor Shall procure and shall maintain during the life of this contract, Comprehensive General Liability Insurance (Public Liability and Property Damage Insurance) in the amount not less than $500,000 covering each occurrence on account of bodily injury, including death, and in an amount not less than $500,000 covering each occurrence on account of property damage with $2,000,000 umbrella policy coverage. c. ADDITIONAL LIABILITY: The Contractor shall furnish insurance as a separate policies or by additional endorsement to one of the above -mentioned policies, and in the amount as set forth for public liability and property damage, the following insurance: 1. Contingent Liability (covers General Contractor's Liability for acts of sub -contractors). C3-3 (4) 2. Blasting, prior to any blasting being done. 3. Collapse of buildings or structures adjacent to excavation cif excavation are performed adjacent to same). 4. Damage to underground utilities for $500,000. 5. Builder's risk (where above -ground structures are involved). 6. Contractual Liability (covers all indemnification requirements of Contract). d. AUTOMOBILE INSURANCE - BODILY INJURY AND PROPERTY DAMAGE: The Contractor shall procure and maintain during the life of this Contract, Comprehensive Automobile Liability Insurance in an amount not less than $250,000 for injuries including accidental death to any one person and subject to the same limit for each person an amount not less than $500,000 on account of one accident, and automobile property damage insurance in an amount not less than $100,000. e. SCOPE OF INSURANCE AND SPECIAL HAZARD: The insurance required under the above paragraphs shall provide adequate protection for the Contractor and his sub -contractors, respectively, against damage claims which may arise from operations under this contract, whether such operations be by the insured or by anyone directly or indirectly employed by him, and also against any of the following special hazards which may be encountered in the performance of the Contract. f. PROOF OF CARRIAGE OF INSURANCE: The Contractor shall furnish the owner with satisfactory proof of coverage by insurance required in these Contract Documents in the amounts and by carriers satisfactory to the Owner. (Sample attached.) All insurance requirements made upon the Contractor shall apply to the sub -contractors, should the Prime Contractor's insurance not cover the sub -contractor's work operations. g. LOCAL AGENT FOR INSURANCE AND BONDING: The insurance and bonding companies with whom the Contractor's insurance and C3-3 (5) performance, payment, maintenance and all such other bonds are written, shall be represented by an agent or agents having an office located within the city limits of the City of Fort Worth. Tarrant County, Texas. Each such agent shall be a duly qualified, one upon whom authority and power to act on behalf of the insurance and/or bonding company to negotiate and settle with the City of Fort Worth, or any other claimant, and claims that the City of Fort Worth or other claimant or any property owner who has been damaged, may have against the Contractor, insurance, and/or bonding company. If the local insurance representative is not so empowered by the insurance or bonding companies, then such authority must be vested in a local agent or claims officer residing in the Metroplex, the Fort Worth - Dallas area. The name of the agent, or agents shall be set forth on all such bonds and certificates of insurance. C3-3.12 CONTRACTOR'S OBLIGATIONS: Under the Contract, the Contractor shall pay for all materials, labor and services when due. C3-3.13 WEEKLY PAYROLLS: A certified copy of each payroll covering payment of wages to all persons engaged in work on the project at the site of the project shall be furnished to the Owner's representative within seven (7) days after the close of each payroll period. A copy or copies of the applicable minimum wage rates as set forth in the Contract Documents shall be kept posted in a conspicuous place at the site of the project at all times during the course of the Contract. Copies of the wage rates will be furnished the Contractor, by the Owner; however, posting and protection of the wage rates shall be the responsibility of the Contractor. C3-3.14 CONTRACTOR'S CONTRACT ADMINISTRATION: Any Contractor, whether a person, persons, partnership, company, firm, association, corporation or other who is approved to do business with and enters into a contract with the City for construction of water and/or sanitary sewer facilities, will have or shall establish a fully operational business office within the Fort Worth -Dallas metropolitan area. The Contractor shall charge, delegate, or assign this office (or he may delegate his Project Superintendent) with full authority to transact all business actions required in the performance of the Contract. This local authority shall be made responsible to act for the Contractor in all matters made responsible to act for the Contractor in all matters pertaining to the work governed by the Contract whether it be administrative or other wise and as such shall be empowered, thus delegated and directed, to settle all material, labor or other expenditure, all claims against work or any other mater associated such as maintaining adequate and appropriate insurance or security coverage for the project. Such local authority for the administration of the work under the Contract shall be maintained until all business transactions executed as part of the Contract are complete. Should the Contractor's principal base of operations be other than in the Fort Worth - Dallas metropolitan area, notification of the Contractor's assignment of local authority shall be made in writing to the Engineer in advance of any work on the project, all C3-3 (6) C4-4.4 ALTERATION OF CONTRACT DOCUMENTS: By Change order, the owner reserves the right to make such changes in the Contract Documents and in the character or quantities of the work as may be necessary or desirable to insure completion in the most satisfactory manner, provided such changes do not materially alter the original Contract Documents or change the general nature of the project as a whole. Such changes shall not be considered as waiving or invalidating any condition or provision of the Contract Documents. C4-4.5 EXTRA WORK: Additional work made necessary by changes and alterations of the Contract Documents or of quantities or for other reasons for which no prices are provided in the Contract Documents, shall be defined as "Extra Work" and shall be performed by the Contractor in accordance with these Contract Documents or approved additions thereto; provided however, that before any extra work is begun a "Change order" shall be executed or written order issued by the Owner to do the work for payments or credits as shall be determined by one or more combination of the following methods: a. Unit bid price previously approved. b. An agreed lump sum. c. The actual reasonable cost of (1) labor, (2) rental of equipment used on the extra work for the time so used at Associated General Contractors of America current equipment rental rates, (3) materials entering permanently into the project, and (4) actual cost of insurance, bonds, and social security as determined by the Owner, plus a fixed fee to be agreed upon but not to exceed 10 percent of the actual cost of such extra work. The fixed fee is not to include any additional profit to the Contractor for rental of equipment owner by him and used for extra work. The fee shall be full and complete compensation to cover the cost of superintendence, overhead, other profit, general and all other expense not included in (1), (2), (3), and (4) above. The Contractor shall keep accurate cost records on the form and in the method suggested by the Owner and shall give the Owner access to all accounts, bills, vouchers, and records relating to the Extra Work. No "Change Order" shall become effective until it has been approved and signed by each of the Contracting Parties. No claim for Extra Work of any kind will be allowed unless ordered in writing by the Owner. In case any orders or instructions, either oral or written, appear to the Contractor to involve Extra Work for which he should receive compensation, he shall make written request to the Engineer for written orders authorizing such Extra Work, prior to beginning such work. C4-4 (2) Should a difference arise as to what does or dose not constitute Extra Work, or as to the payment thereof, and the Engineer 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 as provided under method (Item C). Claims for extra work will not be paid unless the Contractor shall file his claim with the Owner within five (5) days before the time for making the first estimate after such work is done and unless the claim is supported by satisfactory vouchers and certified payrolls covering all labor and materials expended upon said Extra Work. The Contractor shall furnish the Owner such installation records of all deviations from the original Contract Documents as may be necessary to enable the Owner to prepare for permanent record a corrected set of plans showing the actual installation. 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. C4-4.6 CONSTRUCTION SCHEDULE: Before commencing any work under this contract, the CONTRACTOR shall submit to the OWNER a draft detailed baseline construction schedule that meets the requirements described in this specification, showing by Critical Path Method (CPM) the planned sequence and timing of the Work associated with the Contract. All submittals shall be submitted in PDF format, and schedule files shall also be submitted in native file format (i.e. file formats associated with the scheduling software). The approved scheduling software systems are indicated in the Schedule Guidance Doucument. The Schedule Guidance Document is located on Buzzsaw and is hereby made a part of this contract document by reference for all purposes, the same as if copies verbatim herein. It is suggested that the CONTRACTOR employ or retain the services of a qualified Project Scheduler to develop the required schedules. A qualified Project Scheduler would have the following minimum capabilities and experience. a. Experience preparing and maintaining detailed schedules, as well as 1 year of experience using approved scheduling software systems as defined in this specification. b. Knowledge of Critical Path Method of scheduling and the ability to analyze schedules to determine duration, resource allocation, and logic issues. C4-4 (3) c. Understanding of construction work processes to the extent that a logical critical path method schedule can be developed, maintained, and progressed that accurately represents the scope of work performed. C4-4.6(a) BASELINE CONSTRUCTION SCHEDULE: The CONTRACTOR shall develop, submit and review the draft detailed baseline construction schedule with the OWNER to demonstrate the CONTRACTOR's understanding of the contract requirements and approach for performing the work. The CONTRACTOR will prepare the final detailed baseline construction schedule based on OWNER comments, if any. The CONTRACTOR's first (1st) payment application will only be processed after the detailed baseline construction schedule has been submitted by the CONTRACTOR and accepted by the OWNER. The following guidelines shall be adhered to in preparing the baseline construction schedule. a. Milestone dates and final project completion dates shall be developed to conform to the time constraints, sequencing requirements, and completion time. b. The construction progress shall be divided into activities with time durations no greater than 20 work days. Fabrication, delivery and submittal activities are exceptions to this guideline. c. Activity durations shall be in work days and normal holidays and weather conditions over the duration of the contract shall be accounted for within the duration of each activity. d. The critical path shall be clearly shown on the construction schedule. e. Float time is defined as the amount of time between the earliest start date and the late start date using CPM. Float time is a shared and expiring resource and is not for the exclusive use or benefit of the CONTRACTOR or OWNER. f. Thirty days shall be used for submittal review unless otherwise specified. The construction schedule shall be divided into general activities as indicated in the Schedule Guidance Document and each general activity shall be broken down into sub - activities in enough detail to achieve sub -activities of no greater than 20 days duration. The Schedule Guidance Document is located on Buzzsaw and is hereby made a part of this contract document by reference for all purposes, the same as if copies verbatim herein. For each general activity, the construction schedule shall identify all trades or subcontracts applicable to the project whose work is represented by activities that follow the guidelines of this section. For each of the trades or subcontracts applicable to the project, the construction schedule shall indicate the following: procurement, construction, pre -acceptance activities, and C4-4 (4) events in their logical sequence for equipment and materials. Include applicable activities and milestones such as: 1. Milestone for formal Notice to Proceed 2. Milestone for Final Completion or other completion dates specified in the contract documents 3. Preparation and transmittal of submittals 4. Submittal review periods 5. Shop fabrication and delivery 6. Erection and installation 7. Transmittal of manufacturer's operation and maintenance instructions 8. Installed equipment and material testing 9. Owner's operator instructions (if applicable) 10. Final inspection 11. Operational testing C4-4.6(b) PROGRESS CONSTRUCTION SCHEDULE: The CONTRACTOR shall prepare and submit monthly, no later than the last day of every month, to the OWNER for approval the updated schedule in accordance with C4-4.6 and C4-4.7 and the OWNER's Schedule Guidance Document inclusive. As the Work progresses, the CONTRACTOR shall enter into the schedule and record actual progress as described in the Schedule Guidance Document. The updated schedule submittal shall also include a concise narrative report that highlights the following, if appropriate and applicable: • Changes in the critical path, • Expected schedule changes, • Potential delays, • Opportunities to expedite the schedule, • Coordination issues the OWNER should be aware of or can assist with, • Other schedule -related issues that the CONTRACTOR wishes to communicate to the OWNER. a. The CONTRACTOR's monthly progress payment applications will not be accepted and processed for payment without monthly schedule updates, submitted in the time and manner required by this specification and the Schedule Guidance Document, and which accurately reflects the allowable costs due under the Contract Documents and is accepted by the OWNER. b. Only one schedule update will be required per month in accordance with the Schedule Guidance Document and this specification. c. Failure to maintain the Schedule in an accepted status may result in the OWNER withholding payment to the CONTRACTOR until the schedule is accepted. C4-4 (5) C-4-4.6(c) PERFORMANCE AND CONSTRUCTION SCHEDULE: If, in the opinion of the OWNER, work accomplished falls behind that scheduled, the CONTRACTOR shall take such action as necessary to improve his progress. In addition, the OWNER may require the CONTRACTOR to submit a revised schedule demonstrating his program and proposed plan to make up lag in schedule progress and to ensure completion of the Work within the allotted Contract time. Failure of the CONTRACTOR to comply with these requirements shall be considered grounds for determination by the OWNER that the CONTRACTOR is failing to execute the Work with due diligence as will ensure completion within the time specified in the Contract. C4-4.7 SCHEDULE TIERS SPECIAL INSTRUCTIONS: The requirements for the schedule are determined based on the nature and needs of the project. The schedule for all projects shall be Tier 3 unless otherwise stated in the contract documents. The requirements for each Tier are described below. CONTRACTOR shall submit each schedule relying on the Schedule Guidance Document provided in the Contract Documents. TIER 3 COST LOADING SPECIAL INSTRUCTIONS: 1. At a minimum, each Activity Breakdown Structure (ABS) in the scheduling software shall be cost -loaded with the total contract dollars associated with the respective ABS elements. TIER 4 COST LOADING SPECIAL INSTRUCTIONS: 1. Adhere to all Tier 3 requirements, and additionally the following: 2. Work (Schedule of Values Pay Items using the OWNER's standard items) shall be loaded into the scheduling software using the "NON - LABOR" resource type showing the quantity of work to be done along with the corresponding value of the work measured in dollars. It is intended that Earned Value will be calculated as the schedule resources are progressed. TIER 5 COST LOADING SPECIAL INSTRUCTIONS: 1. Adhere to all Tier 4 requirements, and additionally the following: • Labor resources (Man -Hours) shall be loaded into the scheduling software using the "LABOR" resource type with man-hours and without cost. C4-4 (6) PART C - GENERAL CONDITIONS C5-5 CONTROL OF WORK AND MATERIALS SECTION C5-5 CONTROL OF WORK AND MATERIALS C5-5.1 AUTHORITY OF ENGINEER: The work shall be performed to the satisfaction of the Engineer and in strict compliance with the Contract Documents. The Engineer shall decide all questions which arise as to the quality and acceptability of the materials furnished, work performed, rate of progress of the work, overall sequence of the construction, interpretation of the Contract Documents, acceptable fulfillment of the Contract, compensation, mutual rights between Contractor and Owner under these Contract Documents, supervision of the work, resumption of operations, and all other questions or disputes which may arise. Engineer will not be responsible for Contractor's means, methods, techniques, sequence or procedures of construction, or the safety precaution and programs incident thereto, and he will not be responsible for Contractor's failure to perform the work in accordance with the contract documents. The Engineer shall determine the amount and quality of the work completed and materials furnished, and his decisions and estimates shall be final. His estimates in such event shall be a condition to the right of the Contractor to receive money due him under the Contract. The Owner shall have executive authority to enforce and make effective such necessary decisions and orders as the Contractor fails to carry out promptly. In the event of any dispute between the Engineer and Contractor over the decision of the Engineer on any such matters, the Engineer must, within a reasonable time, upon written request of the Contractor, render and deliver to both the owner and Contractor, a written decision on the matter in controversy. C5-5.2 CONFORMITY WITH PLANS: The finished project in all cases shall conform with lines, grades, cro8s-sections, finish, and dimensions shown on the plans or any other requirements other wise described in the Contract Documents. Any deviation from the approved Contract Documents required by the Engineer during construction will in all cases be determined by the Engineer and authorized by the Owner by Change Order. C5-5.3 COORDINATION OF CONTRACT DOCUMENTS: The Contract Documents are made up of several sections, which, taken together, are intended to describe and provide for a complete and useful project, and any requirements appearing in one of the sections is as binding as though it occurred in all sections. In case of discrepancies, figured dimension shall govern over scaled dimensions, plans shall govern over specifications, special conditions shall govern over general conditions and standard specification, and quantities shown on the plans shall govern over those shown in the proposal. The Contractor shall not take advantage of any apparent error or omission in the C5-5 (1) III Contract Documents, and the owner shall be permitted to make such corrections or interpretations as may be deemed necessary for fulfillment of the intent of the Contract Documents. In the event the Contractor discovers an apparent error or discrepancy, he shall immediately call this condition to the attention of the Engineer. In the event of a conflict in drawings, specifications, or other portions of the Contract Documents which were not reported prior to the award of Contract, the Contractor shall be deemed to have quoted the most expensive resolution of the conflict. C5-5.4 COOPERATION OF CONTRACTOR: The Contractor will be furnished with three sets of Contract Documents and shall have available on the site of the project at all times, one set of such Contract Documents. The Contractor shall give to the work the constant attention necessary to facilitate the progress thereof and shall cooperate with the Engineer, his inspector, and other Contractors in every possible way. The Contractor shall at all times have competent personnel available to the project site for proper performance of the work. The Contractor shall provide and maintain at all times at the site of the project a competent, English-speaking superintendent and an assistant who are fully authorized to act as the Contractor's agent on the work. Such superintendent and his assistant shall be capable of reading and understanding the Contract Documents and shall receive and fulfill instructions from the Owner, the Engineer, or his authorized representatives. Pursuant to this responsibility of the Contractor, the Contractor shall designate in writing to the project superintendent, to act as the Contractor's agent on the work. Such assistant project superintendent shall be a resident of Tarrant County, Texas, and shall be subject to call, as is the project superintendent, at any time of the day or night on any day of the week on which the Engineer determines that circumstances require the presence on the project site of a representative of the Contractor to adequately provide for the safety or convenience of the traveling public or the owners of property across which the project extends or the safety of the property contiguous to the project routing. The Contractor shall provide all facilities to enable the Engineer and his inspector to examine and inspect the workmanship and materials entering into the work. C5-5.5 EMERGENCY AND/OR RECTIFICATION WORK: When, in the opinion of the Owner or Engineer, a condition of emergency exists related to any part of the work, the Contractor, or the Contractor through his designated representative, shall respond with dispatch to a verbal request made by the Owner or Engineer to alleviate the emergency condition. Such a response shall occur day or night, whether the project is scheduled on a calendar -day or a working -day basis. Should the Contractor fail to respond to a request from the Engineer to rectify any discrepancies, omissions, or correction necessary to conform with the requirements of the project specifications or plans, the Engineer shall give the Contractor written notice that such work or changes are to be performed. The written notice shall direct attention to the C5-5 (2) capable of performing the same function as that specified ; and identifying all variations of the proposed substitute from that specified and indicating available maintenance service. No substitute shall be ordered or installed without written approval of Engineer who will be the judge of the equality and may require Contractor to furnish such other data about the proposed substitute as he considers pertinent. No substitute shall be ordered or installed without such performance guarantee and bonds as Owner may require which shall be furnished at Contractor's expense. Contractor shall indemnify and hold harmless Owner and Engineer and anyone directly or indirectly employees by either of them from and against the claims, damages, losses and expenses (including attorneys fees) arising out of the use of substituted materials or equipment. C5-5.12 SAMPLES AND TESTS OF MATERIALS: Where, in the opinion of the Engineer, or as called for in the Contract Documents, tests of materials or equipment are necessary, such tests will be made at the expense of and paid for direct to the testing agency by the Owner unless other wise specifically provided. The failure of the Owner to make any tests of materials shall in no way relieve the contractor of his responsibility of furnishing materials and equipment fully conforming to the requirements of the Contract Documents. Tests and sampling of materials, unless otherwise specified, will be made in accordance with the latest methods prescribed by the American Society for Testing Materials or specific requirements of the Owner. The Contractor shall provide such facilities as the Engineer may require for collecting and forwarding samples and shall not, without specific written permission of the Engineer, use materials represented by the samples until tests have been made and the materials approved for use. The Contractor will furnish adequate samples without charge to the Owner. In case of concrete, the aggregates, design minimum, and the mixing and transporting equipment shall be approved by the Engineer before any concrete is placed, and the Contractor shall be responsible for replacing any concrete which does not meet the requirements of the Contract Documents. Tests shall be made at least 9 days prior to the placing of concrete, using samples from the same aggregate, cement, and mortar which are to be used later in the concrete. Should the source of supply change, new tests shall be made prior to the use of new materials. C5-5.13 STORAGE OF MATERIALS: All materials which are to be used in the construction contract shall be stored so as to insure the preservation of quality and fitness of the work. When directed by the Engineer, they shall be placed on wooden platforms or other hard, clean durable surfaces and not on the ground, and shall be placed under cover when directed. Stored materials shall be placed and located so as to facilitate prompt inspection. C5-5.14 EXISTING STRUCTURES AND UTILITIES: The location and dimensions shown on the plans relative to the existing utilities are based. on the best information available. Omission from, the inclusion of utility locations on the Plans is not to be considered as nonexistence of, or a definite location of, existing underground utilities. The location of many gas mains, water mains, conduits, sewer lines and service lines for C5-5 (5) all utilities, etc., is unknown to the Owner, and the Owner assumes no responsibility for failure to show any or all such structures and utilities on the plans or to show them in their exact location. It is mutually agreed that such failure will not be considered sufficient basis for claims for additional compensation for Extra Work or for increasing the pay quantities in any manner whatsoever, unless an obstruction encountered is such as to necessitate changes in the lines and grades of considerable magnitude or requires the building of special works, provision of which is not made in these Contract Documents, in which case the provision in these Contract Documents for Extra Work shall apply. It shall be the Contractor's responsibility to verify locations of the adjacent and/or conflicting utilities sufficiently in advance of construction in order that he may negotiate such local adjustments as necessary in the construction process to provide adequate clearances. The Contractor shall take all necessary precautions in order to protect all existing utilities, structures, and service lines. Verification of existing utilities, structures, and service lines shall include notification of all utility companies at least forty-eight (48) hours in advance of construction including exploratory excavation if necessary. All verification of utilities and their adjustment shall be considered subsidiary work. C5-5.15 INTERRUPTION OF SERVICE: a. Normal Prosecution: In the normal prosecution of work where the interruption of service is necessary, the Contractor, at least 24 hours in advance, shall be required to: 1. Notify the Water Department's Distribution Division as to location, time, and schedule of service interruption. 2. Notify each customer personally through responsible personnel as to the time and schedule of the interruption of their service, or 3. In the event that personal notification of a customer cannot be made, a prepared tag form shall be attached to the customer's door knob. The tag shall be durable in composition, and in large bold letters shall say: C5-5 (6) activity which might damage or endanger their or his property along or adjacent to the work. Where the use of explosives is to be permitted on the project, as specified in the Special Conditions Documents, or the use of explosives is requested, the Contractor shall submit notice to the Engineer in writing twenty-four hours prior to commencing and shall furnish evidence that he has insurance coverage to protect against any damages and/or injuries arising out of such use of explosives. C6-6.10 WORK WITHIN EASEMENTS:. Where the work passes over, through, or into private property, the Owner will provide such right-of-way or easement privileges, as the City may deem necessary for the prosecution of the work. Any additional rights -of -way or work area considered necessary by the Contractor shall be provided by him at his expense. Such additional rights -of -way or work area shall be acquired for the benefit of the City. The City shall be notified in writing as to the rights so acquired before work begins in the affected area. The Contractor shall not enter upon private property for any purpose without having previously obtained permission from the owner of such property. The Contractor will not be allowed to store equipment or material on private property unless and until the specified approval of the property owner has been secured in writing by the Contractor and a copy furnished to the Engineer. Unless specifically provided otherwise, the Contractor shall clear all rights -of -way or easements of obstructions which must be removed to make possible proper prosecution of the work as a part of the project construction operations. The Contractor shall be responsible for the preservation of and shall use every precaution to prevent damage to, all tress, shrubbery, plants, lawns, fences, culverts, curbing, and all other types of structures or improvements, to all water, sewer, and gas lines, to all conduits, overhead pole lines, or appurtenances thereof, including the construction of temporary fences and to all other public or private property adjacent to the work. The Contractor shall notify the proper representatives of the owners or occupants of the public or private lands of interest in lands which might be affected by the work. Such notice shall be made at least 48 hours in advance of the beginning of the work. Notices shall be applicable to both public and private utility companies or any corporation, company, individual, or other, either as owners or occupants, whose land or interest in land might be affected by the work. The Contractor shall be responsible for all damage or injury to property of any character resulting from any act, omission, neglect, or misconduct in the manner or method or execution of the work, or at any time due to defective work, material, or equipment. When and where any direct or indirect or injury is done to public or private property on account of any act, omission, neglect, or misconduct in the execution of the work, or in consequence of non -execution thereof on the part of the Contractor, he shall restore or have restored as his cost and expense such property to a condition at least equal to that existing before such damage or injury was done, by repairing, rebuilding, or otherwise C6-6(5) replacing and restoring as may be directed by the Owner, or he shall make good such damages or injury in a manner acceptable to the owner of the property and the Engineer. All fences encountered and removed during construction of this project shall be restored to the original or a better than original condition upon completion of this project. When wire fencing, either wire mesh or barbed wire is to be crossed, the Contractor shall set cross brace posts on either side of the permanent easement before the fence is cut. Should additional fence cuts be necessary, the Contractor shall provide cross -braced posts at the point of the proposed cut in addition to the cross braced posts provided at the permanent easements limits, before the fence is cut. Temporary fencing shall be erected in place of the fencing removed whenever the work is not in progress and when the site is vacated overnight, and/or at all times to prevent livestock from entering the construction area. The cost for fence removal, temporary closures and replacement shall be subsidiary to the various items bid in the project proposal. Therefore, no separate payment shall be allowed for any service associated with this work. In case of failure on the part of the Contractor to restore such property or to make good such damage or injury, the Owner may, upon 48 hour written notice under ordinary circumstances, and without notice when a nuisance or hazardous condition results, proceed to repair, rebuild, or otherwise restore such property as may be determined by the Owner to be necessary, and the cost thereby will be deducted from any monies due to or to become due to the Contractor under this contract. C6.6.11 INDEPENDENT CONTRACTOR: It is understood and agreed by the parties hereto that the Contractor shall perform all work and services hereunder as an independent contractor, and not as an officer, agent, servant, or employee of the Owner. Contractor shall have exclusive control of and exclusive right to control the details of all work and services performed hereunder, and all persons performing the same, and shall be solely responsible for the acts and omissions of its officers, agents, servants, employees, contractor, subcontractors, licensees and invitees. The doctrine of respondeat superior shall not apply as between Owner and Contractor, its officers, agents, employees, contractors and subcontractors, and nothing herein shall be construed as creating a partnership or joint enterprise between Owner and Contractor. C6-6.12 CONTRACTOR'S RESPONSIBILITY FOR DAMAGE CLAIMS: Contractor covenants and agrees to, and does hereby indemnify, hold harmless and defend Owner, its officers, agents, servants, and employees from and against any and all claims or suits for property damage or loss and/or personal injury, including death, to any and all persons, of whatsoever kind or character, whether real or asserted, arising out of or in connection with, directly or indirectly, the work and services to be performed hereunder by the Contractor, its officers, agents, employees, contractors, subcontractors, licensees or invitees, whether or not caused, in whole or in apart, by alleged negligence on the part of officers, agents, employees, contractors, subcontractors, licensees or invitees of the C6-6(6) Owner; and said Contractor does hereby covenant and agree to assume all liability and responsibility of Owner, its officers, agents, servants, and employees for property damage or loss, and/or personal injuries, including death, to any and all person of whatsoever kind or character, whether real or asserted, arising out of or in connection with, directly or indirectly, the work and services to be performed hereunder by the Contractor, its officers, agents, employees, contractors, subcontractors, licensees or invitees, whether or not caused, in whole or in apart, by alleged negligence of officers, agents, employees, contractors, subcontractors, licensees or invitees of the Owner. Contractor likewise covenants and agrees to, and does hereby, indemnify and hold harmless Owner from and against any and all injuries, loss or damages to property of the Owner during the performance of any of the terms and conditions of this Contract, whether arising out of or in connection with or resulting from, in whole or in apart, any and all alleged acts of omission of officers, agents, employees, contractors, subcontractors, licensees, or invitees of the Owner. In the event a written claim for damages against the contractor or its subcontractors remains unsettled at the time all work on the project has been completed to the satisfaction of the Director of the Water Department, as evidenced by a final inspection, final payment to the Contractor shall not be recommended to the Director of the Water Department for a period of 30 days after the date of such final inspection, unless the Contractor shall submit written evidence satisfactory to the Director that the claim has been settled and a release has been obtained from the claimant involved. If the claims concerned remains unsettled as of the expiration of the above 30-day period, the Contractor may be deemed to be entitled to a semi-final payment for work completed, such semi-final payment to be in the amount equal to the total dollar amount then due less the dollar value of any written claims pending against the Contractor arising out of performance of such work, and such semi-final payment may then be recommended by the Director. The Director shall not recommend final payment to a Contractor against whom such a claim for damages is outstanding for a period of six months following the date of the acceptance of the work performed unless the Contractor submits evidence in writing satisfactory tot he Director that: 1. The claim has been settled and a release has been obtained from the claimant involved, or 2. Good faith efforts have been made to settle such outstanding claims, and such good faith efforts have failed. If condition (1) above is met at any time within the six month period, the Director shall recommend that the final payment to the Contractor be made. If condition (2) above is met at any time within the six month period, the Director may recommend that final payment to the Contractor be made. At the expiration of the six month period, the C6-6(7) Director may recommend that final payment be made if all other work has been performed and all other obligations of the Contractor have been met to the satisfaction of the Director. The Director may, if he deems it appropriate, refuse to accept bids on other Water Department Contract work from a Contractor against whom a claim for damages is outstanding as a result of work performed under a City Contract. C6-6.13 CONTRACTOR'S CLAIM FOR DAMAGES: Should the Contractor claim compensation foe any alleged damage by reason of the acts or omissions of the Owner, he shall within three days after the actual sustaining of such alleged damage, make a written statement to the Engineer, setting out in detail the nature of the alleged damage, and on or before the 25`h day of the month succeeding that in which ant such damage is claimed to have been sustained, the Contractor shall file with the Engineer an itemized statement of the details and the amount of such alleged damage and, upon request, shall give the Engineer access to all books of account, receipts, vouchers, bills of lading, and other books or papers containing any evidence as to the amount of such alleged damage. Unless such statements shall be filed as hereinabove required, the Contractor's claim for compensation shall be waived, and he shall not be entitled to payment on account of such damages. C6-6.14 ADJUSTMENT OR RELOCATION OF PUBLIC UTILITIES, ETC.: In case it is necessary to change, move, or alter in any manner the property of a public utility or others, the said property shall not be moved or interfered with until orders thereupon have been issued by the Engineer. The right is reserved to the owners of public utilities to enter the geographical limits of the Contract for the purpose of making such changes or repairs to the property that may be necessary by the performance of this Contract. C6-6.15 TEMPORARY SEWER AND DRAIN CONNECTIONS: When existing sewer lines have to be taken up or removed, the Contractor shall, at his own expense and cost, provide and maintain temporary outlets and connections for all private or public drains and sewers. The Contractor shall also take care of all sewage and drainage which will be received from these drains and sewers, and for this purpose he shall provide and maintain, at his own cost and expense, adequate pumping facilities and temporary outlets or divisions. The Contractor, at his own cost and expense, shall construct such troughs, pipes, or other structures necessary, and be prepared at all times to dispose of drainage and sewage received from these temporary connections until such times as the permanent connections are built and are in service. The existing sewers and connections shall be kept in service and maintained under the Contract, except when specified or ordered to be abandoned by the Engineer. All water, sewage, and other waste shall be disposed of in a satisfactory manner so that no nuisance is created and so that the work under construction will be adequately protected. C6-6(8) C6-6.16 ARRANGEMENT AND CHARGES FOR WATER FURNISHED BY THE CITY: When the Contractor desires to use City water in connection with any construction work, he shall make complete and satisfactory arrangements with the Fort Worth City Water Department for so doing. City water furnished to the Contractor shall be delivered to the Contractor from a connection on an existing City main. All piping required beyond the point of delivery shall be installed by the Contractor at his own expense. The Contractor's responsibility in the use of all existing fire hydrant and/or valves is detailed in Section E2-1.2 USE OF FIRE HYDRANTS AND VALVES in these General Contract Documents. When meters are used to measure the water, the charges, if any, for water will be made at the regular established rates. When meters are not used, the charges, if any, will be as prescribed by the City ordinance, or where no ordinances applies, payment shall be made on estimates and rates established by the Director of the Fort Worth Water Department. C 6-6.17 USE OF A SECTION OR PORTION OF THE WORK: Whenever, in the opinion of the Engineer, any section or portion of the work or any structure is in suitable condition, it may be put into use upon the written notice of the Engineer, and such usage shall not be held to be in any way an acceptance of said work or structure or any part thereof or as a waiver of any of the provisions of these Contract Documents. All necessary repairs and removals of any section of the work so put into use, due to defective materials or workmanship, equipment, or deficient operations on the part of the Contractor, shall be performed by the Contractor at his expense. C6-6.18 CONTRACTOR'S RESPONSIBILITY FOR THE WORK: Until written acceptance by the Owner as provided for in these Contract Documents, the work shall be under the charge and care of the Contractor, and he shall take every necessary precaution to prevent injury or damage to the work or any part thereof by action of the elements or from any cause whatsoever, whether arising from the execution or nonexecution of the work. The Contractor shall rebuild, repair, restore, and make good at his own expense all injuries or damage to any portion of the work occasioned by any of the hereinabove causes. C6-6.19 NO WAIVER OF LEGAL RIGHTS: Inspection by the Engineer or any order by the Owner by payment of money or any payment for or acceptance of any work, or any extension of time, or any possession taken by the City shall not operate as a waiver of any provision of the Contract Documents. Any waiver of any breach or Contract shall not be held to be a waiver of any other or subsequent breach. The Owner reserves the right to correct any error that may be discovered in any estimate that may have been paid and to adjust the same to meet the requirements of the Contract Documents. C6-6(9) C6-6.20 PERSONAL LIABILITY OF PUBLIC OFFICIALS: In carrying out the provisions of these Contract Documents or in exercising any power of authority granted thereunder, there shall be no liability upon the authorized representative of the Owner, either personally or other wise as they are agents and representatives of the City. C6-6.21 STATE SALES TAX: On a contract awarded by the City of Fort Worth, and organization which qualifies for exemption pursuant the provisions of Article 20.04 (H) of the Texas Limited Sales, Excise, and Use Tax Act, 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 State Comptroller's rulings pertaining to the Texas Limited Sales, Excise, and Use Tax Act. On a contract awarded by a developer for the construction of a publicly -owner improvement in a street right-of-way or other easement which has been dedicated to the public and the City of Fort Worth, an organization which qualifies for exemption pursuant the provisions of Article 20.04 (H) of the Texas Limited Sales, Excise, and Use Tax Act, the Contractor can probably be exempted in the same manner stated above. Texas Limited Sales, Excise, and Use Tax Act permits and information can be obtained from: Comptroller of Public Accounts Sales Tax Division Capitol Station Austin, TX C6-6(10) PART C - GENERAL CONDITIONS C7-7 PROSECUTION AND PROGRESS SECTION C7-7 PROSECUTION AND PROGRESS: C7-7.1 SUBLETTING: The Contractor shall perform with his own organization, and with the assistance of workmen under his immediate superintendance, work of a value of not less than fifty (50%) percent of the value embraced on the contract. If the Contractor sublets any part of the work to be done under these Contract Documents, he will not under any circumstances be relieved of the responsibility and obligation assumed under these Contract Documents. All transactions of the Engineer will be with the Contractor. Subcontractors will be considered only in the capacity of employees or workmen of the Contractor and shall be subject tot he same requirements as to character and competency. The Owner will not recognize any subcontractor on the work. The Contractor shall at all times, when the work is in operation, be represented either in person or by a superintendent or other designated representatives. C7-7.2 ASSIGNMENT OF CONTRACT: The Contractor shall not assign, transfer, sublet, or otherwise dispose of the contract or his rights, title, or interest in or to the same or any part thereof without the previous consent of the Owner expressed by resolution of the City Council and concurred in by the Sureties. If the Contractor does, without such previous consent, assign, transfer, sublet, convey, or otherwise dispose of the contract or his right, title, or interest therein or any part thereof, to any person or persons, partnership, company, firm, or corporation, or does by bankruptcy, voluntary or involuntary, or by assignment under the insolvency laws of any states, attempt to dispose of the contract may, at the option of the Owner be revoked and annulled, unless the Sureties shall successfully complete said contract, and in the event of any such revocation or annulment, any monies due or to become due under or by virtue of said contract shall be retained by the Owner as liquidated damages for the reason that it would be impracticable and extremely difficult to fix the actual damages. C7-7.3 PROSECUTION OF THE WORK: Prior to beginning any construction operations, the Contractor shall submit to the Engineer in five or more copies, if requested by the Engineer, a progress schedule preferably in chart or diagram form, or a brief outlining in detail and step by step the manner of prosecuting the work and ordering materials and equipment which he expects to follow in order to complete the project in the scheduled time. There shall be submitted a table of estimated amounts to be earned by the Contractor during each monthly estimate period. The Contractor shall commence the work to be performed under this contract within the time limit stated in these Contract Documents and shall conduct the work in a continuous manner and with sufficient equipment, materials, and labor as is necessary to insure its completion within the time limit. C7-7(1) The sequence requested of all construction operations shall be at all times as specified in the Special Contract Documents. Any Deviation from such sequencing shall be submitted to the Engineer for his approval. Contractor shall not proceed with any deviation until he has received written approval from the Engineer. Such specification or approval by the Engineer shall not relieve the Contractor from full responsibility of the complete performance of the Contract. The contract time may be changed only as set forth in Section C7-7.8 EXTENSION OF TIME OF COMPLETION of this Agreement, and a progress schedule shall not constitute a change in the contract time. C7-7.4 LIMITATION OF OPERATIONS: The working operations shall at all times be conducted by the Contractor so as to create a minimum amount of inconvenience to the public. At any time when, in the judgment of the Engineer, the Contractor has obstructed or closed or is carrying on operations in a portion of a street or public way greater than is necessary for proper execution of the work, the Engineer may require the Contractor to finish the section on which operations are in progress before the work is commenced on any additional section or street. C7-7.5 CHARACTER OF WORKMEN AND EQUIPMENT: Local labor shall be used by the Contractor when it is available. The Contractor may bring from outside the City of Fort Worth his key men and his superintendent. All other workmen, including equipment operators, may be imported only after the local supply is exhausted. The Contractor shall employ only such superintendents, foremen, and workmen who are careful, competent, and fully qualified to perform the duties and tasks assigned to them, and the Engineer may demand and secure the summary dismissal of any person or persons employed by the Contractor in or about or on the work who, in the opinion of the Owner, shall misconduct himself or to be found to be incompetent, disrespectful, intemperate, dishonest, or otherwise objectionable or neglectful in the proper performance of his or their duties, or who neglect or refuses to comply with or carry out the direction of the owner, and such person or persons shall not be employed again thereon without written consent of the Engineer. All workmen shall have sufficient skill, ability, and experience to properly perform the work assigned to them and operate any equipment necessary to properly carry out the performance of the assigned duties. The Contractor shall furnish and maintain on the work all such equipment as is considered to be necessary for the prosecution of the work in an acceptable manner and at a satisfactory rate of progress. All equipment, tools, and machinery used for handling materials and executing any part of the work shall be subject to the approval of the Engineer and shall be maintained in a satisfactory, safe and efficient working condition. Equipment on any portion of the work shall be such that no injury to the work. Workmen or adjacent property will result from its use. C7-7(2) LI C7-7.6 WORK SCHEDULE: Elapsed working days shall be computed starting with the first day of the work completed as defined in C1-1.23 "WORKING DAYS" or the date stipulated in the "WORK ORDER" for beginning work, whichever comes first. Nothing in these Contract Documents shall be construed as prohibiting the Contractor from working on Saturday, Sunday or Legal Holidays, providing that the following requirements are met: a. A request to work on a specific Saturday, Sunday or Legal Holiday must be made to the Engineer no later that the preceding Thursday. b. Any work to be done on the project on such a specific Saturday, Sunday or Legal Holiday must be, in the opinion of the Engineer, essential to the timely completion of the project. The Engineer's decision shall be final in response to such a request for approval to work on a specific Saturday, Sunday or Legal Holiday, and no extra compensation shall be allowed to the Contractor for any work performed on such a specific Saturday, Sunday or Legal Holiday. Calendar Days shall be defined in C1-1.24 and the Contractor may work as he so desires. C7-7.7 TIME OF COMMENCEMENT AND COMPLETION: The Contractor shall commence the working operations within the time specified in the Contract Documents and set forth in the Work Order. Failure to do so shall be considered by the owner as abandonment of the Contract by the Contractor and the Owner may proceed as he sees fit. The Contractor shall maintain a rate of progress such as will insure that the whole work will be performed and the premises cleaned up in accordance with the Contract Documents and within the time established in such documents and such extension of time as may be properly authorized. C7-7.8 EXTENSION OF TIME COMPLETION: The Contractor's request for an extension of time of completion shall be considered only when the request for such extension is submitted in writing to the Engineer within seven days from and after the time alleged cause of delay shall occurred. Should an extension of the time of completion be requested such request will be forwarded to the City Council for approval. In adjusting the contract time for completion of work, consideration will be given to unforeseen causes beyond the control of and without the fault or negligence of the Contractor, fire, flood, tornadoes, epidemics, quarantine restrictions, strikes, embargoes, or delays of sub -contractors due to such causes. C7-7(3) When the date of completion is based on a calendar day bid, a request for extension of time because of inclement weather will not be considered. A request for extension of time due to inability to obtain supplies and materials will be considered only when a review of the Contractor's purchase order dates and other pertinent data as requested by the Engineer indicates that the Contractor has made a bonafide attempt to secure delivery on schedule. This shall include efforts to obtain the supplies and materials from alternate sources in case the first source cannot make delivery. If satisfactory execution and completion of the contract should require work and materials in greater amounts or quantities than those set forth in the approved Contract Documents, then the contract time mat be increased by Change Order. C7-7.9 DELAYS: 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. When such extra compensation is claimed, a written statement thereof shall be presented by the Contractor to the Engineer and if by the Engineer found correct, shall be approved and referred by the Engineer to the City Council for final approval or disapproval; and the action thereon by the City Council shall be final and binding. If delay is caused by specific orders given by the Engineer to stop work, or by the performance of extra work, or by the failure of the City to provide material or necessary instructions for carrying on the work, then such delay will entitle the Contractor to an equivalent extension of time, his application for shall, however, be subject to the approval of the City Council: and no such extension of time shall release the Contractor or the surety on his performance bond from all his obligations hereunder which shall remain in full force until the discharge of the contract. C7-7.10 TIME OF COMPLETION: The time of completion is an essential element of the Contract. Each bidder shall indicate in the appropriate place on the last page of the proposal, the number of working days or calendar days that he will require to fully complete this contract or the time of completion will be specified by the City in the proposal section of the Contract Documents. The number of days indicated shall be a realistic estimate of the time required to complete the work covered by the specific contract being bid upon. The amount of time so stated by the successful bidder or the City will become the time of completion specified in the Contract Documents. For each calendar day that any work shall remain uncompleted after the time specified in the Contract Documents, or increased time granted by the Owner, or as automatically increased by additional work or materials ordered after the contract is signed, the sum per day given in the following schedule, unless otherwise specified in other parts of the Contract Documents, will be deducted from the monies due the Contractor, not as a penalty, but as liquidated damages suffered by the Owner. C7-7(4) AMOUNT OF CONTRACT $ 5,001 $ 15,001 $ 25,001 $ 50,001 $ 100,001 $ 500,001 $ 1,000,001 $ 2,000,000 and over AMOUNT OF LIQUIDATED DAMAGES PER DAY Less than $ 5,000 inclusive $ 35.00 to $ 15,000 inclusive $ 45.00 to $ 25,000 inclusive $ 63.00 to $ 50,000 inclusive $ 105.00 to $ 100,000 inclusive $ 154.00 to $ 500,000 inclusive $ 210.00 to $ 1,000,000 inclusive $ 315.00 to $ 2,000,000 inclusive $ 420.00 $ 630.00 The parties hereto understand and agree that any harm to the City caused by the Contractor's delay in completing the work hereunder in the time specified by the Contract Documents would be incapable or very difficult to calculate due to lack of accurate information, and that the "Amount of Liquidated Damages Per Day", as set out above, is a reasonable forecast of just compensation due the City for harm caused by any delay. C7-7.11 SUSPENSION BY COURT ORDER: The Contractor shall suspend operations on such part or parts of the work ordered by any court, and will not be entitled to additional compensation by virtue of such court order. Neither will he be liable to the City in the vent the work is suspended by a Court Order. Neither will the Owner be liable to the Contractor by virtue of any Court Order or action for which the Owner is not solely responsible. C7-7.12 TEMPORARY SUSPENSION: The Owner shall have the right to suspend the work operation wholly or in part for such period or periods of time as he may deem necessary due to unsuitable weather conditions or any other unsuitable conditions which in the opinion of the Owner or Engineer cause further prosecution of the work to be unsatisfactory or detrimental to the interest of the project. During temporary suspension of the work covered by this contract, for any reason, the Owner will make no extra payment for stand-by time of construction equipment and/or construction crews. If it should become necessary to suspend work for an indefinite period, the Contractor shall store all materials in such 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. 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 as set forth in Paragraph C7-7.8 EXTENSION OF THETIME OF COMPLETION, and should it be C7-7(5) determined by mutual consent of the Contractor and the Engineer that a solution to allow construction to proceed is not available within a reasonable period of time, then the 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 Engineer 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. No reimbursement shall be allowed if the equipment is moved to another construction project for the City of Fort Worth. The Contractor shall not suspend work without written notice from the Engineer and shall proceed with the work operations promptly when notified by the Engineer to so resume operations. C7-7.13 TERMINATION OF CONTRACT DUE TO NATIONAL EMERGENCY: Whenever, because of National Emergency, so declared by the president of the United States or other lawful authority, it becomes impossible for the Contractor to obtain all of the necessary labor, materials, and equipment for the prosecution of the work with reasonable continuity for a period of two months, the Contractor shall within seven days notify the City in writing, giving a detailed statement of the efforts which have been made and listing all necessary items of labor, materials, and equipment not obtainable. If, after investigations, the owner finds that such conditions existing and that the inability of the Contractor to proceed is not attributable in whole or in part to the fault or neglect of the Contractor, than if the Owner cannot after reasonable effort assist the Contractor in procuring and making available the necessary labor, materials, and equipment within thirty days, the Contractor my request the owner to terminate the contract and the owner may comply with the request, and the termination shall be conditioned and based upon a final settlement mutually acceptable to both the Owner and the Contractor and final payment shall be made in accordance with the terms of the agreed settlement, which shall include. But not be limited to the payment for all work executed but not anticipated profits on work which has not been performed. C7-7.14 SUSPENSION OR ABANDONMENT OF THE WORK AND ANNULMENT OF THE CONTRACT: The work operations on all or any portion or section of the work under Contract shall be suspended immediately on written order of the Engineer or the Contract may be declared canceled by the City Council for any good and sufficient cause. The following, by way of example, but not of limitation, may be considered grounds for suspension or cancellation: a. Failure of the Contractor to commence work operations within the time specified in the Work Order issued by the Owner. b. Substantial evidence that progress of the work operations by the Contractor is insufficient to complete the work within the specified time. C7-7(6) c. Failure of the Contractor to provide and maintain sufficient labor and equipment to properly execute the working operations. d. Substantial evidence that the Contractor has abandoned the work. e. Substantial evidence that the Contractor has become insolvent or bankrupt, or otherwise financially unable to carry on the work satisfactorily. f. Failure on the part of the Contractor to observe any requirements of the Contract Documents or to comply with any orders given by the Engineer or Owner provided for in these Contract Documents. g. Failure of the Contractor promptly to make good any defect in materials or workmanship, or any defects of any nature the correction of which has been directed in writing by the Engineer or the Owner. h. Substantial evidence of collusion for the purpose of illegally procuring a contract or perpetrating fraud on the City in the construction of work under contract. i. A 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. J. If the Contractor shall for any cause whatsoever not carry on the working operation in an acceptable manner. k. If the Contractor commences legal action against the Owner. A Copy of the suspension order or action of the City Council shall be served on the Contractor's Sureties. When work is suspended for any cause or causes, or when the contract is canceled, the Contractor shall discontinue the work or such part thereof as the owner shall designate, whereupon the Sureties may, at their option, assume the contract or that portion thereof which the Owner has ordered the Contractor to discontinue, and may perform the same or may, with written consent of the owner, sublet the work or that portion of the work as taken over, provided however, that the Sureties shall exercise their option, if at all, within two weeks after the written notice to discontinue the work has been served upon the Contractor and upon the Sureties or their authorized agents. The Sureties, in such event shall assume the Contractor's place in all respects, and shall be paid by the Owner for all work performed by them in accordance with the terms of the Contract Documents. All monies remaining due the Contractor at the time of this default shall thereupon become due and payable to the Sureties as the work progresses, subject to all of the terms of the Contract Documents. C7-7(7) In case the Sureties do not, within the hereinabove specified time, exercise their right and option to assume the contract responsibilities, or that portion thereof which the Owner has ordered the Contractor to discontinue, then the Owner shall have the power to complete, by contract or otherwise, as it may determine, the work herein described or such work thereof as it may deem necessary, and the Contractor hereto agrees that the Owner shall have the right to take possession of and use any materials, plants, tools, equipment, supplies, and property of any kind provided by the Contractor for the purpose of carrying on the work and to procure other tools, equipment, materials, labor and property for the completion of the work, and to charge to the account of the Contractor of said contract expense for labor, materials, tools, equipment, and all expenses incidental thereto. The expense so charged shall be deducted by the owner from such monies as may be due or may become due at any time thereafter to the Contractor under and by virtue of the Contract or any part thereof. The Owner shall not be required to obtain the lowest bid for the work completing the contract, but the expense to be deducted shall be the actual cost of the owner of such work In case such expenses shall exceed the amount which would have been payable under the Contract if the same had been completed by the Contract, then the Contractor and his Sureties shall pay the amount of such excess to the City on notice from the Owner of the excess due. When any particular part of the work is being carried on by the Owner by contract or otherwise under the provisions of this section, the Contractor shall continue the remainder of the work in conformity with the terms of the Contract Documents and in such a manner as to not hinder or interfere with the performance of the work by the Owner. C7-7.15 FULFILLMENT OF CONTRACT: The Contract will be considered as having been fulfilled, save as provided in any bond or bonds or by law, when all the work and all sections or parts of the project covered by the Contract Documents have been finished and completed, the final inspection made by the Engineer, and the final acceptance and final payment made by the Owner. C7-7.16 TERMINATION FOR CONVENIENCE OF THE OWNER: The performance of the work under this contract may be terminated by the Owner in whole, or from time to time in part, in accordance with this section, whenever the Owner shall determine that such termination is in the best interest of the Owner. A. NOTICE OF TERMINATION: Any Termination shall be effected by mailing a notice of the termination to the Contractor specifying the extent to which performance of work under the contract is terminated, and the date upon which such termination becomes effective. Receipt of the notice shall be deemed conclusively presumed and established when the letter is placed in the United States Postal Service Mail by the Owner. 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 C7-7(8) claim, demand or suit shall be required of the Owner regarding such discretionary action B. CONTRACTOR ACTION: After receipt of a notice of termination, and except as otherwise directed by the Engineer, the Contractor shall: 1. Stop work under the contract on the date and to the extent specified in the notice of termination; 2. place no further orders or subcontracts for materials, services or facilities except as may be necessary for completion of such portion of the work under the contract as is not terminated; 3. terminate all orders and subcontracts to the extent that they relate to the performance of the work terminated by notice of termination; 4. transfer title to the Owner and deliver in the manner, at the times, and to the extent, if any, directed by the Engineer: 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 Owner. 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 Engineer 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. At a time not later than 30 days after the termination date specified in the notice of termination, the Contractor may submit to the Engineer a list, certified as to quantity and quality, of any or all items of termination inventory not previously disposed of, exclusive of items the disposition of C7-7(9) which has been directed or authorized by Engineer, Not later than 15 days thereafter, the owner shall accept title to such items provided, that the list submitted shall be subject to verification by the Engineer 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. C. TERMINATION CLAIM: Within 60 days after the notice of termination, the Contractor shall submit his termination claim to the Engineer in the form and with the certification prescribed by the Engineer. Unless one or more extensions in writing are granted by the Owner upon request of the Contractor, made in writing within such 60-day period or authorized extension thereof, any and all such claims shall be conclusively deemed waived. D. AMOUNTS: Subject to the provisions of Item C7-7.1(C), the Contractor and the Owner may agree upon the whole or any part of the amount or amounts to be paid to the Contractor by reason of the total or partial termination of the work pursuant hereto; provided, that such agreed amount or amounts shall never exceed the total contract price reduced by the amount of payments otherwise made and as further reduced by the contract price work not terminated. The contract shall be amended accordingly, and the Contractor shall be paid the agreed amount. No amount shall be due for lost or anticipated profits> Nothing in C7-7.16(E) hereafter, prescribing the amount to be paid to the Contractor by reason of the termination of work pursuant to this section, shall be deemed to limit, restrict or otherwise determine or affect the amount or amounts which may be agreed upon to be paid to the Contractor pursuant to this paragraph. E. FAILURE TO AGREE: In the event of the failure of the Contractor and the Owner to agree as provided in C7-7.16(D) upon the whole amount to be paid to the Contractor by reason of the termination of the work pursuant to this section, the Owner shall determine, on the basis of information available to it, the amount, if any, due to the Contractor by reason of the termination and shall pay to the Contractor the amounts determined. No amount shall be due for lost or anticipated profits. F. DEDUCTIONS: In arriving at the amount due the Contractor under this section there shall be deducted; 1. all unliquidated advance or other payments on account theretofore made to the Contractor, applicable to the terminated portion of this contract; C7-7(10) 2. any claim which the Owner may have against the Contractor in connection with this contract; and 3. the agreed price for, or the proceeds of the sale of, any materials, supplies or other things kept by the Contractor or sold, pursuant to the provisions of this clause, and not otherwise recovered by or credited to the Owner. G. ADJUSTMENT: If the termination hereunder be partial, prior to the settlement of the terminated portion of this contract, the Contractor may file with the Engineer a request in writing for an equitable adjustment of the price or prices specified in the contract relating to the continued portion of the contract (the portion not terminated by notice of termination), such equitable adjustment as may be agreed upon shall be made in such price or prices; noting contained herein, however, shall limit the right of the owner and the Contractor to agree upon the amount or amounts to be paid tot he Contractor for the completion of the continued portion of the contract when said contract does not contain an established contract price for such continued portion. H. NO LIMITATION OF RIGHTS: Noting contained in this section shall limit or alter the rights which the Owner may have for termination of this contract under C7-7.14 hereof entitled "SUSPENSION OR ABANDONMENT OF THE WORK AND ANNULMENT OF CONTRACT" or any other right which the Owner may have for default or breach of contract by Contractor. C7-7.17 SAFETY METHODS AND PRACTICES: The Contractor shall be responsible for initiating, maintaining and supervising all safety precautions and programs in connection with the work at all times and shall assume all responsibilities for their enforcement. The Contractor shall comply with federal, state, and local laws, ordinances, and regulations so as to protect person and property from injury, including death, or damage in connection with the work. C7-7(11) PART C - GENERAL CONDITIONS C8-8 MEASUREMENT AND PAYMENT SECTION C8-8 MEASUREMENT AND PAYMENT C8-8.1 MEASUREMENT OF OUANTIT]ES: The determination of quantities of work performed by the Contractor and authorized by the Contract Documents acceptably completed under the terms of the Contract Documents shall be made by the Engineer, based on measurements made by the Engineer. These measurements will be made according to the United States Standard Measurements used in common practice, and will be the actual length, area, solid contents, numbers, and weights of the materials and item installed. C8-8.2 UNIT PRICES: When in the Proposal a "Unit Price" is set forth, the said "Unit Price" shall include the furnishing by the Contractor of all labor, tools, materials, machinery, equipment, appliances and appurtenances necessary for the construction of and the completion in a manner acceptable to the Engineer of all work to be done under these Contract Documents. The "Unit Price" shall include all permanent and temporary protection of overhead, surface, and underground structures, cleanup, finishing costs, overhead expense, bond, insurance, patent fees, royalties, risk due to the elements and other clauses, delays, profits, injuries, damages claims, taxes, and all other items not specifically mentioned that may be required to fully construct each item of the work complete in place and in a satisfactory condition for operation. C8-8.3 LUMP SUM: When in the Proposal a "Lump Sum" is set forth, the said "Lump Sum" shall represent the total cost for the Contractor to furnish all labor, tools, materials, machinery, equipment, appurtenances, and all subsidiary work necessary for the construction and completion of all the work to provide a complete and functional item as detailed in the Special Contract Documents and/or Plans. C8-8.4 SCOPE OF PAYMENT: The Contractor shall receive and accept the compensation as herein provided, in full payment for furnishing all labor, tools, materials, and incidentals for performing all work contemplated and embraced under these Contract Documents, for all loss and damage arising out of the nature of the work or from the action of the elements, for any unforeseen defects or obstructions which may arise or be encountered during the prosecution which may arise or be encountered during the prosecution of the work at any time before its final acceptance by the Owner, (except as provided in paragraph C5-5.14) for all risks of whatever description connected with the prosecution of the work, for all expenses incurred by or in consequence of the suspension or discontinuance of such prosecution of the working operations as herein specified, or any and all infringements of patents, trademarks, copyrights, or other legal reservations, C8-8(1) and for completing the work in an acceptable manner according to the terms of the Contract Documents. The payment of any current or partial estimate prior to the final acceptance of the work by the Owner shall in no way constitute an acknowledgment of the acceptance of the work, materials, or equipment, nor in any way prejudice or affect the obligations of the Contractor to repair, conect, renew, or replace at his own and proper expense any defects or imperfections in the construction or in the strength or quality of the material used or equipment or machinery furnished in or about the construction of the work under contract and its appurtenances, or any damage due or attributed to such defects, which defects, imperfections, or damage shall have been discovered on or before the final inspection and acceptance of the work or during the one year guaranty period after the final acceptance. The Owner shall be the sole judge of such defects, imperfections, or damage, and the Contractor shall be liable to the Owner for failure to correct the same as provided herein. C8-8.5 PARTIAL ESTIMATES AND RETAINAGE: Between the lst and the 5th day of each month, the Contractor shall submit to the Engineer a statement showing an estimate of the value of the work done during the previous month, or estimate period under the Contract Documents. Not later than the 10`h day of the month, the Engineer shall verify such estimate, and if it is found to be acceptable and the value of the work performed since the last partial payment was made exceeds one hundred dollars ($100.00) inn amount, 90% of such estimated sum will be paid to the Contractor if the total contract amount is less than $400,000.00, or 95% of such estimated sum will be paid to the Contractor if the total contract amount is $400,000.00 or greater, within twenty-five (25) days after the regular estimate period. The City will have the option of preparing estimates on forms furnished by the City. The partial estimates may include acceptable nonperishable materials delivered to the work which are to be incorporated into the work as a permanent part thereof, but which at the time of the estimate have not been installed (such payment will be allowed on a basis of 85% of the net invoice value thereof). The Contractor shall furnish the Engineer such information as he may request to aid him as a guide in the verification or the preparation of partial estimates. It is understood that partial estimates from month to month will be approximate only, all partial monthly estimates and payment will be subject to correction in the estimate rendered following the discovery of an error in any previous estimate, and such estimate shall not, in any respect, be taken as an admission of the Owner of the amount of work done or of its quantity of sufficiency, or as an acceptance of the work done or the release of the Contractor of any of his responsibilities under the Contract Documents. The City reserves the right to withhold the payment of any monthly estimate if the Contractor fails to perform the work strictly in accordance with the specifications or provisions of this Contract. C8-8(2) C8-8.6 WITHHOLDING PAYMENT: Payment on any estimate or estimates may be held in abeyance if the performance of the construction operations is not in accordance with the requirements of the Contract Documents. C8-8.7 FINAL ACCEPTANCE: Whenever the improvements provided for by the Contract Documents shall have been completed and all requirements of the Contract Documents shall have been fulfilled on the part of the Contractor, the Contractor shall notify the Engineer in writing that the improvements are ready for final inspection. The Engineer shall notify the appropriate officials of the Owner, will within a reasonable time make such final inspection, and if the work is satisfactory, in an acceptable condition, and has been completed in accordance with the terms of the Contract Documents and all approved modifications thereof, the Engineer will initiate the processing of the final estimate and recommend final acceptance of the project and final payment thereof as outlines in paragraph C8-8.8 below. C8-8.8 FINAL PAYMENT: Whenever all the improvements provided for by the Contract Documents and all approved modifications thereof shall have been completed and all requirements of the Contract Documents have been fulfilled on the part of the Contractor, a final estimate showing the value of the work will be prepared by the Engineer as soon as the necessary measurements, computations, and checks can be made. All prior estimates upon which payment has been made are subject to necessary corrections or revisions in the final payment. The amount of the final estimate, less previous payments and any sums that have been deducted or retained under the provisions of the Contract Documents, will be paid to the Contractor within 60 days after the final acceptance by the Owner on a proper resolution of the City Council, provided the Contractor has furnished to the owner satisfactory evidence of compliance as follows: Prior to submission of the final estimate for payment, the Contractor shall execute an affidavit as furnished by the City, certifying that; A. all persons, firms, associations, corporations, or other organizations furnishing labor and/or materials have been paid in full, B. that the wage scale established by the City Council in the City of Fort Worth has been paid, and C. that there are no claims pending for personal injury and/or property damages. The acceptance by the Contractor of the last or final payment as aforesaid shall operate as and shall release the owner 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 said City relating to or connected with the Contract. C8-8(3) The making of the final payment by the Owner shall not relieve the Contractor of any guarantees or other requirements of the Contract Documents which specifically continue thereafter. C8-8.9 ADEQUACY OF DESIGN: It is understood that the Owner believes it has employed competent engineers and designers to prepare the Contract Documents and all modifications of the approved Contract Documents. It is, therefore, agreed that the Owner shall be responsible for the adequacy of its own design features, sufficiency of the Contract Documents, the safety of the structure, and the practicability of the operations of the completed project, provided the Contractor has complied with the requirements of the said Contract Documents, all approved modifications thereof, and additions and alterations thereof approved in writing by the Owner. The burden of proof of such compliance shall be upon the Contractor to show that he has complied with the Contract Documents, approved modifications thereof, and all alterations thereof. C8-8.10 GENERAL GUARANTY: Neither the final certificate of payment nor any provision in the Contract Documents nor partial or entire occupancy or use of the premises by the Owner shall constitute an acceptance of the work not done in accordance with the Contract Documents or relieve the Contractor of liability in respect to any express warranties or responsibility for faulty materials or workmanship. The Contractor shall remedy any defects or damages in the work and pay for any damage to the other work resulting therefrom which shall appear within a period of one year from the date of final acceptance of the work unless a longer period is specified and shall furnish a good and sufficient maintenance bond in the amount of 100 percent of the amount of the contract which shall assure the performance of the general guaranty as above outlined. The Owner will give notice of observed defects with reasonable promptness. C8-8.11 SUBSIDIARY WORK: Any and all work specifically governed by documentary requirements for the project, such as conditions imposed by the Plans, the General Contract Documents or these Special Contract Documents, in which no specific item for bid has been provided for in the Proposal, shall be considered as a subsidiary item of work, the cost of which shall be included in the price bid in the Proposal, for each bid item. Surface restoration, rock excavation and cleanup are general items of work which fall in the category of subsidiary work. C8-8.12 MISCELLANEOUS PLACEMENT OF MATERIAL: Material may be allocated under various bid items in the Proposal to establish unit prices for miscellaneous placement of material. These materials shall be used only when directed by the Engineer, depending on field conditions. Payment for miscellaneous placement of material will be made for only that amount of material used, measured to the nearest one - tenth unit. Payment for miscellaneous placement of material shall be in accordance with the General Contract Documents regardless of the actual amount used for the Project. C8-8.13 RECORD DOCUMENTS: The Contractor shall keep on record a copy of all specifications, plans, addenda, modifications, shop drawings and samples at the C8-8(4) site, in good order and annotated to show all changes made during the construction process. These shall be delivered to the Engineer upon completion of the work. SECTION Cl: SUPPLEMENTARY CONDITIONS TO PART C - GENERAL CONDITIONS A. General These Supplementary Conditions amend or supplement the General Conditions of the Contract and other provisions of the Contract Documents as indicated below. Provisions which are not so amended or supplemented remain in full force and affect. B. C8-8.5 PARTIAL ESTIMATES AND RETAINAGE: Page C8-8 (2), should be deleted in its entirety and replaced with the following: Partial pay estimates shall be submitted by the Contractor or prepared by the City on the 5th day and 20th day of each month that the work is in progress. The estimate shall be proceeded by the City on the loth day and 25th day respectively. Estimates will be paid within 25 days following the end of the estimate period, less the appropriate retainage as set out below. Partial pay estimates may include acceptable nonperishable materials delivered to the work place which are to be incorporated into the work as a permanent part thereof, but which at the time of the pay estimate have not been so installed. If such materials are included within a pay estimate, payment shall be based upon 85% of the net voice value thereof. The Contractor will furnish the Engineer such information as may be reasonably requested to aid in the verification or the preparation of the pay estimate. For contracts of less than $400,000 at the time of execution, retainage shall be ten per cent (10%). For contracts of $400,000 or more at the time of execution, retainage shall be five percent (5%). Contractor shall pay subcontractors in accord with the subcontract agreement within five (5) business days after receipt by Contractor of the payment by City. Contractor's failure to make the required payments to subcontractors will authorize the City to withhold future payments from the Contractor until compliance with this paragraph is accomplished. It is understood that the partial pay estimates will be approximate only, and all partial pay estimates and payment of same will be subject to correction in the estimate rendered following the discovery of the mistake in any previous estimate. Partial payment by Owner for the amount of work done or of its quality or sufficiency or acceptance of the work done; shall not release the Contractor of any of its responsibilities under the Contract Documents. The City reserves the right to withhold the payment of any partial estimate if the Contractor fails to perform the work in strict accordance with the specifications or other provisions of this contract. C. Part C - General Conditions: Paragraph C3-3.11 of the General Conditions is deleted and replaced with D-3 of Part D - Special Conditions. D. C3-3.11 INSURANCE: Page C3-3 (6): Delete subparagraph "g. LOCAL AGENT FOR INSURANCE AND BONDING" Revised 10/24/02 Pg. 1 E. C6-6.12 CONTRACTOR'S RESPONSIBLITY FOR DAMAGE CLAIMS: Page C6-6 (8), is deleted in its entirety and replaced with the following: Contractor covenants and agrees to indemnify City's engineer and architect, and their personnel at the project site for Contractor's sole negligence. In addition, Contractor covenants and agrees to indemnify, hold harmless and defend, at its own expense, the Owner, its officers, servants and employees, from and against any and all claims or suits for property loss, property damage, personal injury, including death, arising out of, or alleged to arise out of, the work and services to be performed hereunder by Contractor, its officers, agents, employees, subcontractors, licensees or invitees, whether or not anv such iniurv, damage or death is caused, in whole or in part, by the negligence or alleged negligence of Owner, its officers, servants, or employees. Contractor likewise covenants and agrees to indemnify and hold hauuiiless the Owner from and against any and all injuries to Owner's officers, servants and employees and any damage, loss or destruction to property of the Owner arising from the performance of any of the terms and conditions of this Contract, whether or not anv such iniury or damage is caused in whole or in part by the negligence or alleged negligence of Owner, its officers, servants or employees. In the event Owner receives a written claim for damages against the Contractor or its subcontractors prior to final payment, final payment shall not be made until Contractor either (a) submits to Owner satisfactory evidence that the claim has been settled and/or a release from the claimant involved, or (b) provides Owner with a letter from Contractor's liability insurance carrier that the claim has been referred to the insurance carrier. The Director may, if he deems it appropriate, refuse to accept bids on other City of Fort Worth public work from a Contractor against whom a claim for damages is outstanding as a result of work performed under a City Contract. F. INCREASED OR DECREASED QUANTITIES: Part C - General Conditions, Section C4-4 SCOPE OF WORK, Page C 4-4 (1), revise paragraph C4-4.3 INCREASED OR DECREASED QUANTITIES to read as follows: The Owner reserves the right to alter the quantities of the work to be performed or to extend or shorten the improvements at any time when and as found to be necessary, and the Contractor shall perform the work as altered, increased or decreased at the unit prices as established in the contract documents. No allowance will be made for any changes in lost or anticipated profits nor shall such changes be considered as waiving or invalidating any conditions or provisions of the Contract Documents. Variations in quantities of sanitary sewer pipes in depth categories shall be interpreted herein as applying to the overall quantities of sanitary sewer pipe in each pipe size but not to the various depth categories. G. C3-3.11 INSURANCE: Page C3-3 (7): Add subparagraph "h. ADDITIONAL Revised 10/24/02 Pg. 2 INSURANCE REOUIREMENTS" a. The City, its officers, employees and servants shall be endorsed as an additional insured on Contractor's insurance policies excepting employer's liability insurance coverage under Contractor's workers' compensation insurance policy. b. Certificates of insurance shall be delivered to the City of Fort Worth, contract administrator in the respective department as specified in the bid documents, 1000 Throckmorton Street, Fort Worth, TX 76102, prior to commencement of work on the contracted project. c. Any failure on part of the City to request required insurance documentation shall not constitute a waiver of the insurance requirements specified herein. d. Each insurance policy shall be endorsed to provide the City a minimum thirty days notice of cancellation, non -renewal, and/or material change in policy terms or coverage. A ten days notice shall be acceptable in the event of non-payment of premium. e. Insurers must be authorized to do business in the State of Texas and have a current A.M. Best rating of A: VII or equivalent measure of financial strength and solvency. f. Deductible limits, or self -funded retention limits, on each policy must not exceed $10,000.00 per occurrence unless otherwise approved by the City. g. Other than worker's compensation insurance, in lieu of traditional insurance, City may consider alternative coverage or risk treatment measures through insurance pools or risk retention groups. The City must approve in writing any alternative coverage. h. Workers' compensation insurance policy(s) covering employees employed on the project shall be endorsed with a waiver of subrogation providing rights of recovery in favor of the City. i. City shall not be responsible for the direct payment of insurance premium costs for contractor's insurance. j. Contractor's insurance policies shall each be endorsed to provide that such insurance is primary protection and any self -funded or commercial coverage maintained by City shall not be called upon to contribute to loss recovery. 1 k. In the course of the project, Contractor shall report, in a timely manner, to City's officially designated contract administrator any known loss occurrence which could give rise to a liability claim or lawsuit or which could result in a property loss. 1. Contractor's liability shall not be limited to the specified amounts of insurance required herein. Revised Pg. 3 10/24/02 m. Upon the request of City, Contractor shall provide complete copies of all insurance policies required by these contract documents. H. C8-8.4 SCOPE OF PAYMENT: Delete C8-8.4, Scope of Payment at page C8-8(1) is deleted in its entirety and replaced with the following: The Contractor shall receive and accept the compensation as herein provided, in full payment for furnishing all labor, tools, materials, and incidentals for performing all work contemplated and embraced under these Contract Documents, for all loss and damage arising out of the nature of the work or from the action of the elements, for any unforeseen defects or obstructions which may arise or be encountered during the prosecution which may arise or be encountered during the prosecution of the work at any time before its final acceptance by the Owner, (except as provided in paragraph C5-5.14) for all risks of whatever description connected with the prosecution of the work, for all expenses incurred by or in consequence of the suspension or discontinuance of such prosecution of the working operations as herein specified, or any and all infringements of patents, trademarks, copyrights, or other legal reservations, and for completing the work in an acceptable manner according to the terms of the Contract Documents. The payment of any current or partial estimate prior to the final acceptance of the work by the Owner shall in no way constitute an acknowledgment of the acceptance of the work, materials, or equipment, nor in any way prejudice or affect the obligations of the Contractor to repair, correct, renew, or replace at his own and proper expense any defects or imperfections in the construction or in the strength or quality of the material used or equipment or machinery furnished in or about the construction of the work under contract and its appurtenances, or any damage due or attributed to such defects, which defects, imperfections, or damage shall have been discovered on or before the final inspection and acceptance of the work or during the two (2) year guaranty period after the final acceptance. The Owner shall be the sole judge of such defects, imperfections, or damage, and the Contractor shall be liable to the Owner for failure to correct the same as provided herein. I. C8-8.10 GENERAL GUARANTY: Delete C8-8.10, General Guaranty at page C8-8(4) is deleted in its entirety and replaced with the following: Neither the final certificate of payment nor any provision in the Contract Documents, nor partial or entire occupancy or use of the premises by the Owner shall constitute an acceptance of work not done in accordance with the Contract Documents or relieve the Contractor of liability in respect to any express warranties or responsibility for faulty materials or workmanship. 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 in the amount of 100 percent of the amount of the contract which shall assure the performance of the general guaranty as above outlined. The Owner will give notice of observed defects with reasonable promptness. Revised Pg. 4 10/24/02 Any reference to any shorter period of time of warranty contained elsewhere within the specifications shall be resolved in favor of this specifications, it being the City's intent that the Contractor guarantee its work for a period of two (2) years following the date of acceptance of the project. In the Special Instructions to Bidders, TPW contracts place the following in lieu of the existing paragraph 2. J. Part C - General Conditions, Section C2-2 INTERPRETATION AND PREPARATION OF PROPOSAL, Page C2-2 (4) exchange paragraphs C2-2.7, C2-2.8 and C2-2.9 with the following: C2-2.7 DELIVERY OF PROPOSAL: No proposal will be considered unless it is delivered, accompanied by its proper Bid Security, to the Purchasing Manager or his representative at the official location and stated time set forth in the "Notice to Bidders." It is the Bidder's sole responsibility to deliver the proposal at the proper time to the proper place. The mere fact that a proposal was dispatched will not be considered. The Bidders must have the proposal actually delivered. Each proposal shall be in a sealed envelope plainly marked with the word "PROPOSAL," and the name or description of the project as designated in the "Notice to Bidders." The envelope shall be addressed to the Purchasing Manager, City of Fort Worth Purchasing Division, P.O. Box 17027, Fort Worth, Texas 76102. C2-2.8 WITHDRAWING PROPOSALS: Proposals actually filed with the Purchasing Manager cannot be withdrawn prior to the time set for opening proposals. A request for non -consideration of a proposal must be made in writing, addressed to the City Manager, and filed with him prior to the time set for the opening of proposals. After all proposals not requested for non -consideration are opened and publicly read aloud, the proposals for which non -consideration requests have been properly filed may, at the option of the Owner, be returned unopened. C2-2.9 TELEGRAPHIC MODIFICATION OF PROPOSALS: Any bidder may modify his proposal by telegraphic communication at any time prior to the time set for opening proposals, provided such telegraphic communication is received by the Purchasing Manager prior to the said proposal opening time, and provided further, that the City Manager is satisfied that a written and duly authenticated confirmation of such telegraphic communication over the signature of the bidder was mailed prior to the proposal opening time. If such confirmation is not received within forty-eight (48) hours after the proposal opening time, no further consideration will be given to the proposal K. C3-3.7 BONDS (CITY LET PROJECTS): Reference Part C, General Conditions, dated November 1, 1987; (City let projects) make the following revisions: 1. Page C3-3(3); the paragraph after paragraph C3-3.7d Other Bonds should be revised to read: Revised 10/24/02 Pg. 5 In order for a surety to be acceptable to the City, the surety must (1) hold a certificate of authority from the United States secretary of the treasury to qualify as a surety on obligations permitted or required under federal law; or (2) have obtained reinsurance for any liability in excess of $100,000 from a reinsurer that is authorized and admitted as a reinsurer in the state of Texas and is the holder of a certificate of authority from the Untied States secretary of the treasury to qualify as a surety on obligations permitted or required under federal law. Satisfactory proof of any such reinsurance shall be provided to the City upon request. The City, in its sole discretion, will determine the adequacy of the proof required herein. 2. Pg. C3-3(5) Paragraph C3-3.11 INSURANCE delete subparagraph "a. COMPENSATION INSURANCE". 3. Pg. C3-3(6), Paragraph C3-3.11 INSURANCE delete subparagraph "g. LOCAL AGENT FOR INSURANCE AND BONDING". L. RIGHT TO AUDIT: Part C - General Conditions, Section C8-8 MEASUREMENT AND PAYMENT, Page C8-8 (5), add the following: C8-8.14 RIGHT TO AUDIT: (a) Contractor agrees that the City shall, until the expiration of tlu-ee (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 normal 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 section. The City shall give contractor reasonable advance notice of intended audits. (b) Contractor further agrees to include in all its subcontracts hereunder a provision to the effect that the subcontractor agrees that the City shall, until the expiration of three (3) years after final payment under the subcontract, 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 normal working hours to all subcontractor facilities, and shall be provided adequate and appropriate work space, in order to conduct audits in compliance with the provisions of this article. 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 the Contractor for the cost of copies as follows: Revised 10/24/02 1. 50 copies and under - 10 cents per page Pg. 6 1 I 1 1 I I I I I 1.1 2, More than 50 copies - 85 cents for the first page plus fifteen cents for each page thereafter M. SITE PREPARATION: The Contractor shall clear rights -of -way or easements of obstruction which must be removed to make possible proper prosecution of the work as a part of this project construction operations. The contractor's attention is directed to paragraph C6-6.10 work within easements, page C6-6(4), part C - General Conditions of the Water Department General Contract Document and General Specifications. Clearing and restoration shall be considered as incidental to construction and all costs incurred will be considered to be included in the Linear Foot price of the pipe. N. Reference Part C - General Conditions, Section C6-6.8 BARRICADES. WARNINGS AND WATCHMEN: 1. Wherever the word Watchmen appears in this paragraph, it shall be changed to the word flagmen. 2. In the first paragraph, lines five (5) and six (6), change the phrase take all such other precautionary measures to take all reasonable necessary measures. O. MINORITY/WOMEN BUSINESS ENTERPRISE COMPLIANCE: Reference Part C (General Conditions), Section C3-3.2 Entitled "MINORITY BUSINESS ENTERPRISE/WOMEN-OWNED BUSINESS ENTERPRISE COMPLIANCE" shall be deleted in its entirety and replaced with the following: Upon request, Contractor agrees to provide to Owner complete and accurate information regarding actual work performed by a Minority Business Enterprise (MBE) and/or a Woman Business Enterprise (WBE) on the contract and payment therefore. Contractor further agrees to permit an audit and/or examination of any books, records or files in its possession that will substantiate the actual work performed by an MBE and/or WBE. The misrepresentation of facts (other than a negligent misrepresentation) and/or the commission of fraud by the Contractor will be grounds for termination of the contract and/or initiating action under appropriate federal, state or local laws or ordinances relating to false statements; further, any such misrepresentation (other than negligent misrepresentation) and/or commission of fraud will result in the Contractor being determined to be irresponsible and barred from participating in City work for a period of time of not less than thee (3) years. Revised 10/24/02 Pg. 7 P. WAGE RATES: Section C3-3.13 of the General Conditions is deleted and replaced with the following: (a) The contractor shall comply with all requirements of Chapter 2258, Texas Government Code, 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, Texas Government Code. Such prevailing wage rates are included in these contract documents. (b) The contractor 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. These records shall be open at all reasonable hours for inspection by the City. The provisions of Section C-1, L. Right to Audit (Rev. 9/30/02) pertain to this inspection. (c) The contractor shall include in its subcontracts and/or shall otherwise require all of its subcontractors to comply with paragraphs (a) and (b) above. (d) With each partial payment estimate or payroll period, whichever is less, an affidavit stating that the contractor has complied with the requirements of Chapter 2258, Texas Government Code. The contractor shall post the prevailing wage rates in a conspicuous place at the site of the project at all times. Revised 10/24/02 Pg. 8 PART D - SPECIAL CONDITIONS D-1 GENERAL 3 D-2 COORDINATION MEETING 5 D-3 CONTRACTOR COMPLIANCE WITH WORKER'S COMPENSATION LAW 5 D- 4 COORDINATION WITH FORT WORTH WATER DEPARTMENT 7 D- 5 CROSSING OF EXISTING UTILITIES 7 D- 6 EXISTING UTILITIES AND IMPROVEMENTS 8 D- 7 CONSTRUCTION TRAFFIC OVER PIPELINES 8 D- 8 TRAFFIC CONTROL 9 D- 9 DETOURS 10 D- 10 EXAMINATION OF SITE 10 D- 11 ZONING COMPLIANCE 10 D- 12 WATER FOR CONSTRUCTION 10 D- 13 WASTE MATERIAL 10 D- 14 PROJECT CLEANUP AND FINAL ACCEPTANCE 10 D- 15 SAFETY RESTRICTIONS - WORK NEAR HIGH VOLTAGE LINES 11 D- 16 BID QUANTITIES 11 D- 17 CUTTING OF CONCRETE 11 D- 18 PROJECT DESIGNATION SIGN 11 D- 19 CONCRETE SIDEWALK AND DRIVEWAY REPLACEMENT 12 D- 20 MISCELLANEOUS PLACEMENT OF MATERIAL 12 D- 21 CRUSHED LIMESTONE BACKFILL 12 D- 22 2:27 CONCRETE 13 D- 23 TRENCH EXCAVATION, BACKFILL, AND COMPACTION 13 D- 24 TRENCH PAVEMENT (PERMANENT) REPAIR (E2-19) FOR UTILITY CUTS 14 D- 25 SITE SPECIFIC TRENCH SAFETY SYSTEM (COVERS ALL PROJECTS) 15 D- 26 SANITARY SEWER MANHOLES 16 D- 27 SANITARY SEWER SERVICES 19 D- 28 REMOVAL, SALVAGE, AND ABANDONMENT OF EXISTING FACILITIES 20 D- 29 DETECTABLE WARNING TAPES 23 D- 30 PIPE CLEANING 23 D- 31 DISPOSAL OF SPOIL/FILL MATERIAL 23 D- 32 MECHANICS AND MATERIALMEN'S LIEN 23 D- 33 SUBSTITUTIONS 23 D- 34 PRE -CONSTRUCTION TELEVISION INSPECTION OF SANITARY SEWER 24 D- 35 VACUUM TESTING OF SANITARY SEWER MANHOLES 27 D- 36 BYPASS PUMPING 28 D- 37 POST -CONSTRUCTION TELEVISION INSPECTION OF SANITARY SEWER 28 D- 38 SAMPLES AND QUALITY CONTROL TESTING 30 D- 39 TEMPORARY EROSION, SEDIMENT, AND WATER POLLUTION CONTROL (FOR DISTURBED AREAS LESS THAN 1 ACRE) 31 D- 40 INGRESS AND EGRESS/OBSTRUCTION OF ACCESS TO DRIVES 32 D- 41 PROTECTION OF TREES, PLANTS AND SOIL 32 D- 42 SITE RESTORATION 32 D- 43 CITY OF FORT WORTH STANDARD PRODUCT LIST 32 D- 44 TOPSOIL, SODDING, SEEDING & HYDROMULCHING 33 D- 45 CONFINED SPACE ENTRY PROGRAM 38 D- 46 SUBSTANTIAL COMPLETION INSPECTION/FINAL INSPECTION 39 D- 47 EXCAVATION NEAR TREES (WHERE IDENTIFIED ON THE PLANS) 39 D- 48 CONCRETE ENCASEMENT OF SEWER PIPE 40 D- 49 CLAY DAM 40 D- 50 EXPLORATORY EXCAVATION (D-HOLE) 40 02/09/2010 SC-1 PART D - SPECIAL CONDITIONS D- 51 INSTALLATION OF WATER FACILITIES 40 51.1 Polyvinyl Chloride (PVC) Water Pipe 40 51.2 Blocking 40 51.3 Type of Casing Pipe 41 51.4 Tie -Ins 41 51.5 Connection of Existing Mains 41 51.6 Valve Cut -Ins 42 51.7 Water Services 42 51.8 2-Inch Temporary Service Line 44 51.9 Purging and Sterilization of Water Lines 45 51.10 Work Near Pressure Plane Boundaries 45 51.11 Water Sample Station 45 51.12 Ductile Iron and Gray Iron Fittings 46 D- 52 SPRINKLING FOR DUST CONTROL 46 D- 53 DEWATERING 47 D- 54 TRENCH EXCAVATION ON DEEP TRENCHES 47 D- 55 TREE PRUNING 47 D- 56 TREE REMOVAL 48 D- 57 TEST HOLES 48 D- 58 PUBLIC NOTIFICATION PRIOR TO BEGINNING CONSTRUCTION AND NOTIFICATION OF TEMPORARY WATER SERVICE INTERRUPTION DURING CONSTRUCTION 48 D- 59 TRAFFIC BUTTONS 49 D- 60 SANITARY SEWER SERVICE CLEANOUTS 49 D- 61 TEMPORARY PAVEMENT REPAIR 50 D- 62 CONSTRUCTION STAKES 50 D- 63 EASEMENTS AND PERMITS 50 D- 64 PRE -CONSTRUCTION NEIGHBORHOOD MEETING 51 D- 65 WAGE RATES 51 D- 66 REMOVAL AND DISPOSAL OF ASBESTOS CEMENT PIPE 52 D-67 STORM WATER POLLUTION PREVENTION (FOR DISTURBED AREAS GREATER THAN 1 ACRE) 53 D-68 COORDINATION WITH THE CITY'S REPRESENTATIVE FOR OPERATIONS OF EXISTING WATER SYSTEMS 55 D-69 ADDITIONAL SUBMITTALS FOR CONTRACT AWARD 55 D-70 EARLY WARNING SYSTEM FOR CONSTRUCTION 56 D-71 AIR POLLUTION WATCH DAYS 56 D-72 FEE FOR STREET USE PERMITS AND RE -INSPECTIONS 57 02/09/2010 SC-2 PART D - SPECIAL CONDITIONS This Part D — Special Conditions is complimentary to Part C — General Conditions and Part C1 — Supplementary Conditions to Part C of the Contract. Anything contained in this Part D that is additive to any provision in Part C — General Conditions and part C1 — Supplementary Conditions to Part C of the Contract are to be read together. Any conflict between Part C — General Conditions and Part C1 — Supplementary Conditions of the Contract and this Part D, Part D shall control. FOR: Sanitary Sewer Rehabilitation Contract LVI (56) — Part 3 Main 42 and 205 Drainage Areas FORT WORTH, TEXAS CITY PROJECT NO. 01029 WATER DEPARTMENT PROJECTS NO. P 258709170102983 D-1 GENERAL The order or precedence in case of conflicts or discrepancies between various parts of the Contract Documents subject to the ruling of the Engineer shall generally, but not necessarily, follow the guidelines listed below: 1 Plans 2. Contract Documents 3. Special Conditions The following Special Conditions shall be applicable to this project under the provisions stated above. The Contractor shall be responsible for defects in this project due to faulty materials and workmanship, or both, for a period of two (2) years from date of final acceptance of this project by the City of Fort Worth and will be required to replace at his expense any part or all of this project which becomes defective due to these causes. Subject to modifications as herein contained, the Fort Worth Water Department's General Contract Documents and General Specifications, with latest revisions, are made a part of the General Contract Documents for this project. The Plans, these Special Contract Documents and the rules, regulations, requirements, instructions, drawings or details referred to by manufacturers name, or identification include therein as specifying, referring or implying product control, performance, quality, or other shall be binding upon the contractor. The specifications and drawings shall be considered cooperative; therefore, work or material called for by one and not shown or mentioned in the other shall be accomplished or furnished in a faithful manner as though required by all. Any Contractor performing any work on Fort Worth water or sanitary sewer facilities must be pre - qualified with the Water Department to perform such work in accordance with procedures described in the current Fort Worth Water Department General Specifications, which general specifications shall govern performance of all such work. This contract and project, where applicable, may also be governed by the two following published specifications, except as modified by these Special Provisions: 1. STANDARD SPECIFICATIONS FOR STREET AND STORM DRAIN CONSTRUCTION - CITY OF FORT WORTH 02/09/2010 SC-3 PART D - SPECIAL CONDITIONS 2. STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION - NORTH CENTRAL TEXAS Any conflict between these contract documents and the above 2 publications shall be resolved in favor of these contract documents. A copy of either of these specifications may be purchased at the office of the Transportation and Public Works Director, 1000 Throckmorton Street, 2nd Floor, Municipal Building, Fort Worth, Texas 76102. The specifications applicable to each pay item are indicated by the call -out for the pay item by the designer. If not shown, then applicable published specifications in either of these documents may be followed at the discretion of the Contractor. General Provisions shall be those of the Fort Worth document rather than Division 1 of the North Central Texas document. Bidders shall not separate, detach or remove any portion, segment or sheets from the contract document at any time. Failure to bid or fully execute contract without retaining contract documents intact may be grounds for designating bids as "non -responsive" and rejecting bids or voiding contract as appropriate as determined by the City Engineer. INTERPRETATION AND PREPARATION OF PROPOSAL: A. DELIVERY OF PROPOSAL: No proposal will be considered unless it is delivered, accompanied by its proper Bid Security, to the Purchasing Manager or his representative at the official location and stated time set forth in the "Notice to Bidders". It is the Bidder's sole responsibility to deliver the proposal at the proper time to the proper place. The mere fact that a proposal was dispatched will not be considered. The Bidders must have the proposal actually delivered. Each proposal shall be in a sealed envelope plainly marked with the word "PROPOSAL", and the name or description of the project as designated in the "Notice to Bidders". The envelope shall be addressed to the Purchasing Manager, City of Fort Worth Purchasing Division, PO Box 17027, Fort Worth, Texas 76102. B. WITHDRAWING PROPOSALS: Proposals actually filed with the Purchasing Manager cannot be withdrawn prior to the time set for opening proposals. A request for non -consideration of a proposal must be made in writing, addressed to the City Manager, and filed with him prior to the time set for the opening of proposals. After all proposals not requested for non - consideration are opened and publicly read aloud, the proposals for which non -consideration requests have been properly filed may, at the option of the Owner, be returned unopened. C. TELEGRAPHIC MODIFICATION OF PROPOSALS: Any bidder may modify his proposal by telegraphic communication at any time prior to the time set for opening proposals, provided such telegraphic communication is received by the Purchasing Manager prior to the said proposal opening time, and provided further, that the City Manager is satisfied that a written and duly authenticated confirmation of such telegraphic communication over the signature of the bidder was mailed prior to the proposal opening time. If such confirmation is not received within forty-eight (48) hours after the proposal opening time, no further consideration will be given to the proposal. 02%09/2010 SC-4 PART D - SPECIAL CONDITIONS D-2 COORDINATION MEETING For coordination purposes, weekly meetings at the job site may be required to maintain the project on the desired schedule. The contractor shall be present at all meetings. D-3 CONTRACTOR COMPLIANCE WITH WORKER'S COMPENSATION LAW A. Definitions: 1. Certification of coverage ("certificate"). A copy of a certificate of insurance, a certificate of authority to self -insure issued by the commission, or a coverage agreement (TWCC-81, TWCC-82, TWCC-83, or TWCC-84), showing statutory workers' compensation insurance coverage for the person's or entity's employees providing services on a project, for the duration of the project. 2. Duration of the project - includes the time from the beginning of the work on the project until the contractor's/person's work on the project has been completed and accepted by the governmental entity. 3. Persons providing services on the project ("subcontractor" in §406.096)- includes all persons or entities performing all or part of the services the contractor has undertaken to perform on the project, regardless of whether that person contracted directly with the contractor and regardless of whether that person has employees. This includes, without limitation, independent contractors, subcontractors, leasing companies, motor carriers, owner operators, employees of any such entity, or employees of any entity which furnishes persons to provide services on the project. "Services" include, without limitation, providing, hauling, or delivering equipment or materials, or providing labor, transportation, or other services related to a project. "Services" does not include activities unrelated to the project, such as food/beverage vendors, office supply deliveries, and delivery of portable toilets. B. The Contractor shall provide coverage, based on proper reporting of classification codes and payroll amounts and filing of any coverage agreements, which meets the statutory requirements of Texas Labor Code, Section 401.011(44) or all employees of the Contractor providing services on the project, for the duration of the project. C. The Contractor must provide a certificate of coverage to the governmental entity prior to being awarded the contract. D. If the coverage period shown on the contractor's current certificate of coverage ends during the duration of the project, the contractor must, prior to the end of the coverage period, file a new certificate of coverage with the governmental entity showing that coverage has been extended. E. The Contractor shall obtain from each person providing services on a project, and provide the governmental entity: 1. A certificate of coverage, prior to that person beginning work on the project, so the governmental entity will have on file certificates of coverage showing coverage for all persons providing services on the project; and 02/09/2010 SC-5 PART D - SPECIAL CONDITIONS 2. No later than seven days after receipt by the contractor, a new certificate of coverage showing extension of coverage, if the coverage period shown on the current certificate of coverage ends during the duration of the project. F. The contractor shall retain all required certificates of coverage for the duration of the project and for one year thereafter. G. The contractor shall notify the governmental entity in writing by certified mail or personal delivery, within ten (10) days after the contractor knew or should have known, of any change that materially affects the provision of coverage of any person providing services on the project. H. The contractor shall post on each project site a notice, in the text, form and manner prescribed by the Texas Worker's Compensation Commission, informing all persons providing services on the project that they are required to be covered, and stating how a person may verify coverage and report lack of coverage. I. The contractor shall contractually require each person with whom it contracts to provide services on a project, to: 1. Provide coverage, based on proper reporting on classification codes and payroll amounts and filing of any coverage agreements, which meets the statutory requirements of Texas Labor Code, Section 401.011(44) for all of its employees providing services on the project, for the duration of the project; 2. Provide to the Contractor, prior to that person beginning work on the project, a certificate of coverage showing that coverage is being provided for all employees of the person providing services on the project, for the duration of the project; 3. Provide the Contractor, prior to the end of the coverage period, a new certificate of coverage showing extension of coverage, if the coverage period shown on the current certificate of coverage ends during the duration of the project; 4. Obtain from each other person with whom it contracts, and provide to the Contractor: a.) A certificate of coverage, prior to the other person beginning work on the project; and b.) A new certificate of coverage showing extension of coverage, prior to the end of the coverage period, if the coverage period shown on the current certificate of coverage ends during the duration of the project. 5. Retain all required certificates of coverage on file for the duration of the project and for one year thereafter. 6. Notify the governmental entity in writing by certified mail or personal delivery, within ten (10) days after the person knew or should have known, of any change that materially affects the provision of coverage of any person providing services on the project; and 7. Contractually require each person with whom it contracts, to perform as required by paragraphs (1)-(7), with the certificates of coverage to be provided to the person for whom they are providing services. 02209/2010 SC-6 PART D - SPECIAL CONDITIONS 8. By signing this contract or providing or causing to be provided a certificate of coverage, the contractor is representing to the governmental entity that all employees of the contractor who will provide services on the project will be covered by worker's compensation coverage for the duration of the project, that the coverage will be based on proper reporting of classification codes and payroll amounts, and that all coverage agreements will be filed with the appropriate insurance carrier or, in the case of a self -insured, with the commission's Division of Self -Insurance Regulation. Providing false or misleading information may subject the contractor to administrative, criminal, civil penalties or other civil actions. 9. The contractor's failure to comply with any of these provisions is a breach of contract by the contractor which entitles the governmental entity to declare the contract void if the contractor does not remedy the breach within ten days after receipt of notice of breach from the governmental entity. J. The contractor shall post a notice on each project site informing all persons providing services on the project that they are required to be covered, and stating how a person may verify current coverage and report failure to provide coverage. This notice does not satisfy other posting requirements imposed by the Texas Worker's Compensation Act or other Texas Worker's Compensation Commission rules. This notice must be printed with a title in at least 30 point bold type and text in at least 19 point normal type, and shall be in both English and Spanish and any other language common to the worker population. The text for the notices shall be the following text, without any additional words or changes: "REQUIRED WORKER'S COMPENSATION COVERAGE The law requires that each person working on this site or providing services related to this construction project must be covered by workers' compensation insurance. This includes persons providing, hauling, or delivering equipment or materials, or providing labor or transportation or other service related to the project, regardless of the identity of their employer or status as an employee." Call the Texas Worker's Compensation Commission at (512) 463-3642 to receive information on the legal requirement for coverage, to verify whether your employer has provided the required coverage, or to report an employer's failure to provide coverage". D- 4 COORDINATION WITH FORT WORTH WATER DEPARTMENT During the construction of this project, it will be necessary to deactivate, for a period of time, existing lines. The Contractor shall be required to coordinate with the Water Department to determine the best times for deactivating and activating those lines. D- 5 CROSSING OF EXISTING UTILITIES Where a proposed water line crosses over a sanitary sewer or sanitary sewer service line and/or proposed sewer line crosses over a water line and the clear vertical distance is less than 9 feet barrel to barrel, the sanitary sewer or sanitary sewer service line shall be made watertight or be constructed of ductile iron pipe. The Engineer shall determine the required length of replacement. The material for sanitary sewer mains and sanitary sewer laterals shall be Class 51 Ductile Iron Pipe with polyethylene wrapping. The material for sanitary sewer service lines shall be extra strength cast iron soil pipe with polyethylene wrapping. Adapter fittings shall be a urethane or neoprene coupling ASTM C-425 with series 300 stainless steel compression straps. Backfill, 02/09/2010 SC-7 PART D - SPECIAL CONDITIONS fittings, tie-ins and all other associated appurtenances required are deemed subsidiary work, the cost of which shall be included in the price bid in the Proposal for each bid item. D- 6 EXISTING UTILITIES AND IMPROVEMENTS The plans show the locations of all known surface and subsurface structures. However, the Owner assumes no responsibility for failure to show any or all of these structures on the Plans, or to show them in their exact location. It is mutually agreed that such failure shall not be considered sufficient basis for claims for additional compensation for extra work or for increasing the pay quantities in any manner whatsoever. The Contractor shall be responsible for verifying the locations of and protecting all existing utilities, service lines, or other property exposed by his construction operations. Contractor shall make all necessary provisions (as approved or authorized by the applicable utility company) for the support, protection and/or temporary relocation of all utility poles, gas lines, telephone cables, utility services, water mains, sanitary sewer lines, electrical cables, drainage pipes, and all other utilities and structures both above and below ground during construction. It is understood that the Contractor is not responsible for the permanent relocation of existing utilities in direct conflict with the proposed construction. The Contractor is liable for all damages done to such existing facilities as a result of his operations and any and all cost incurred for the protection and/or temporary relocation of such facilities are deemed subsidiary work and the cost of same and shall be included in the cost bid per linear foot of pipe installed. NO ADDITIONAL COMPENSATION WILL BE ALLOWED. Where existing utilities or service lines are cut, broken or damaged the Contractor shall replace or repair the utilities or service lines with the same type of original material and construction, or better, unless otherwise shown or noted on the plans, at his own cost and expense. The Contractor shall immediately notify the Owner of the damaged utility or service line. He shall cooperate with the Owners of all utilities to locate existing underground facilities and notify the Engineer of any conflicts in grades and alignment. In case it is necessary to change or move the property of any owner of a public utility, such property shall not be moved or interfered with until ordered to do so by the Engineer. The right is reserved to the owner of public utilities to enter upon the limits of the project for the purpose of making such changes or repairs of their property that may be made necessary by performance of this contract. The utility lines and conduits shown on the plans are for information only and are not guaranteed by the City of the Engineer to be accurate as to extent, location, and depth; they are shown on the plans as the best information available at the time of design, from the owners of the utilities involved and from evidences found on the ground. D- 7 CONSTRUCTION TRAFFIC OVER PIPELINES It is apparent that certain construction vehicles could exceed the load bearing capacity of the pipe under shallow bury conditions. It will be the responsibility of the Contractor to protect both the new line and the existing lines from these possibly excessive loads. The Contractor shall not, at any time, cross the existing or new pipe with a truck delivering new pipe to the site. Anv damage to the existing or new pipe will be repaired or replaced by the Contractor, at the Contractor's expense, to the satisfaction of the City. 02/09/2010 SC-8 PART D - SPECIAL CONDITIONS In locations where it is not permissible to cross the existing or proposed pipes without additional protection the Contractor may elect to provide additional protection of the pipes so that more frequent crossings of the pipes are allowed. It still is, however, the responsibility of the Contractor to repair any damage to the existing or proposed lines, if the damage results from any phase of his construction operation. D- 8 TRAFFIC CONTROL The contractor will be required to obtain a "Street Use Permit" prior to starting work. As part of the "Street Use Permit" a traffic control plan is required. The Contractor shall be responsible for providing traffic control during the construction of this project consistent with the provisions set forth in the "Latest Edition Texas Manual on Uniform Traffic Control Devices for Streets and Highways" issued under the authority of the "State of Texas Uniform Act Regulating Traffic on Highways," codified as Article 6701d Vernon's Civil Statutes, pertinent sections being Section Nos. 27, 29, 30 and 31. Unless otherwise included as part of the Construction documents, the Contractor shall submit a traffic control plan (duly sealed, signed and dated by a Registered Professional Engineer (P.E.) in the state of Texas), to the City Traffic Engineer [Tel (817)392-8770] at or before the preconstruction conference. The P.E. preparing the traffic control plan may utilize standard traffic reroute configurations posted as "Typicals" on the City's Buzzsaw website. Although work will not begin until the traffic control plan has been reviewed and approved, the Contractor's time will begin in accordance with the timeframe mutually established in the 'Notice to Proceed' issued the Contractor. The Contractor will not remove any regulatory sign, instructional sign, street name sign or other sign, which has been erected by the City. If it is determined that a sign must be removed to permit required construction, the Contractor shall contact the Transportation and Public Works Department, Signs and Markings Division, (Phone Number 817-392-7738) to remove the sign. In the case of regulatory signs, the Contractor must replace the permanent sign with a temporary sign meeting the requirements of the above -referenced manual and such temporary sign must be installed prior to the removal of the permanent sign. If the temporary sign is not installed correctly or if it does not meet the required specifications, the permanent sign shall be left in place until the temporary sign requirements are met. When construction work is completed to the extent that the permanent sign can be reinstalled, the Contractor shall again contact the Signs and Markings Division to reinstall the permanent sign and shall leave his temporary sign in place until such reinstallation is completed. Work shall not be performed on certain locations/streets during "peak traffic periods" as determination by the City Traffic Engineer and in accordance with the applicable provision of the "City of Fort Worth Traffic Control Handbook for Construction and Maintenance Work Areas." The lump sum pay item for traffic control shall cover design and / or installation, and maintenance of the traffic control plan. 02/09/2010 SC-9 PART D - SPECIAL CONDITIONS D- 9 DETOURS The contractor shall prosecute his work in such a manner as to create a minimum of interruption to traffic and pedestrian facilities and to the flow of vehicular and pedestrian traffic within the project area. D- 10 EXAMINATION OF SITE It shall be the responsibility of the prospective bidder to visit the project site and make such examinations and explorations as may be necessary to determine all conditions, which may affect construction of this project. Particular attention should be given to methods of providing ingress and egress to adjacent private and public properties, procedures for protecting existing improvements and disposition of all materials to be removed. Proper consideration should be given to these details during the preparation of the Proposal and all unusual conditions, which may give, rise to later contingencies should be brought to the attention of the Owner prior to the submission of the Proposal. D- 11 ZONING COMPLIANCE During the construction of this project, the Contractor shall comply with present zoning requirements of the City of Fort Worth in the use of vacant property for storage purposes. D- 12 WATER FOR CONSTRUCTION The Contractor at his own expense will furnish water for construction. D- 13 WASTE MATERIAL All waste material shall become the property of the Contractor and shall be disposed of by the Contractor at locations approved by the Engineer. All material shall be disposed of in such a manner as to present a neat appearance and to not obstruct proper drainage or to cause injury to street improvements or to abutting property. D- 14 PROJECT CLEANUP AND FINAL ACCEPTANCE The Contractor shall be aware that keeping the project site in a neat and orderly condition is considered an integral part of the contracted work and as such shall be considered subsidiary to the appropriate bid items. Clean up work shall be done as directed by the Engineer as the work progresses or as needed. If, in the opinion of the Engineer it is necessary, clean-up shall be done on a daily basis. Clean up work shall include, but not be limited to: • Sweeping the street clean of dirt or debris • Storing excess material in appropriate and organized manner • Keeping trash of any kind off of residents' property If the Engineer does not feel that the jobsite has been kept in an orderly condition, on the next estimate payment (and all subsequent payments until completed) of the appropriate bid item(s) will be reduced by 25%. Final cleanup work shall be done for this project as soon as all construction has been completed. No more than seven days shall elapse after completion of construction before the roadway, right- of-way, or easement is cleaned up to the satisfaction of the Engineer. The Contractor shall make a 02/09/2010 SC-10 PART D - SPECIAL CONDITIONS final cleanup of all parts of the work before acceptance by the City of Fort Worth or its representative. This cleanup shall include removal of all objectionable rocks, pieces of asphalt or concrete and other construction materials, and in general preparing the site of the work in an orderly manner and appearance. The City of Fort Worth shall give final acceptance of the completed project work. D- 15 SAFETY RESTRICTIONS - WORK NEAR HIGH VOLTAGE LINES The following procedures will be followed regarding the subject item on this contract: 1. A warning sign not less than five inches by seven inches, painted yellow with black letters that are legible at twelve feet shall be placed inside and outside vehicles such as cranes, derricks, power shovels, drilling rigs, pile drivers, hoisting equipment or similar apparatus. The warning sign shall read as follows: "WARNING - UNLAWFUL TO OPERATE THIS EQUIPMENT WITHIN SIX FEET OF HIGH VOLTAGE LINES." 2. Equipment that may be operated within ten feet of high voltage lines shall have insulating cage -type of guard about the boom or arm, except back hoes or dippers, and insulator links on the lift hook connections. 3. When necessary to work within six feet of high voltage electric lines, notification shall be given the power company (ONCOR) who will erect temporary mechanical barriers, de - energize the lines, or raise or lower the lines. The work done by the power company shall not be at the expense of the City of Fort Worth. The notifying department shall maintain an accurate log of all such calls to ONCOR, and shall record action taken in each case. 4. The Contractor is required to make arrangements with the ONCOR company for the temporary relocation or raising of high voltage lines at the Contractor's sole cost and expense. 5. No person shall work within six feet of a high voltage line without protection having been taken as outlined in Paragraph (3). D- 16 BID QUANTITIES Bid quantities of the various items in the proposal are for comparison only and may not reflect the actual quantities. There is no limit to which a bid item can be increased or decreased. Contractor shall not be entitled to renegotiation of unit prices regardless of the final measured quantities. To the extent that C4-4.3 conflicts with this provision, this provision controls. No claim will be considered for lost or anticipated profits based upon differences in estimated quantities versus actual quantities. D- 17 CUTTING OF CONCRETE When existing concrete is cut, such cuts shall be made with a concrete saw. All sawing shall be subsidiary to the unit cost of the respective item. D- 18 PROJECT DESIGNATION SIGN 02/09/2010 SC-11 PART D - SPECIAL CONDITIONS Project signs are required at all locations. It shall be in accordance with the attached Figure 30 (dated 9-18-96). The signs may be mounted on skids or posts. The Engineer shall approve the exact locations and methods of mounting. In addition to the 4' x 8' project signs, project signs shall be attached to barricades used where manhole rehabilitation or replacement is being conducted. Signs suspended from barricading shall be placed in such a way that signs do not interfere with reflective paint or coloring on the barricades. Barricade signs shall be in accordance with Figure 30, except that they shall be 1'-0" by 2'-0" in size. The information box shall have the following information: For Questions on this Project Call: (817) 392-8306 M-F 7:30 am to 4:30 p.m. or (817) 392-8300 Nights and Weekends Any and all cost for the required materials, labor, and equipment necessary for the furnishing of Project Signs shall be considered as a subsidiary cost of the project and no additional compensation will be allowed. D- 19 CONCRETE SIDEWALK AND DRIVEWAY REPLACEMENT At locations in the project where mains are required to be placed under existing sidewalks and/or driveways, such sidewalks and/or driveways shall be completely replaced for the full existing width, between existing construction or expansion joints with 3000 psi concrete with reinforcing steel on a sand cushion in accordance with City of Fort Worth Transportation/Public Works Department Standard Specifications for Construction, Item 504. At locations where mains are required to be placed under existing curb and gutter, such curb and gutter shall be replaced to match type and geometry of the removed curb and gutter shall be installed in accordance with City of Fort Worth Public Works Department Standard Specification for Construction, Item 502. Payment for cutting, backfill, concrete, forming materials and all other associated appurtenances required, shall be included in the square yard price of the bid item for concrete sidewalk or driveway repair. D- 20 MISCELLANEOUS PLACEMENT OF MATERIAL Material has been allocated under various bid items in the Proposal to establish unit prices for miscellaneous placement of material. These materials shall be used only when directed by the Engineer, depending on field conditions. Payment for miscellaneous placement of material will be made for only that amount of material used, measured to the nearest one -tenth unit. Payment for miscellaneous placement of material shall be in accordance with the General Contract Documents regardless of the actual amount used for the project. D- 21 CRUSHED LIMESTONE BACKFILL Where specified on the plans or directed by the Engineer, Crushed Limestone shall be used for trench backfill on this project. The material shall conform to Public Works Standard Specifications for Street and Storm Drain Construction Division 2 Item 208.2 - Materials and Division 2 Item 208.3 - Materials Sources. Trench backfill and compaction shall meet the requirements of E2-2 Excavation and Backfill, Construction Specifications, General Contract Documents. 02/09/2010 SC-12 J PART D - SPECIAL CONDITIONS Payment for crushed limestone backfill in place shall be made at the unit price bid in the Proposal multiplied by the quantity of material used measured in accordance with E2-2.16 Measurement of Backfill Materials, Construction Specifications, and General Contract Documents. D- 22 2:27 CONCRETE Transportation and Public Works Department typical sections for Pavement and Trench Repair for Utility Cuts Figures STR-028,STR-029 and STR-031 refer to using 2:27 Concrete as base repair. Since this call -out includes the word "concrete", the consistent interpretation of the Transportation and Public Works Department is that this ratio specifies two (2) sacks of cement per cubic yard of concrete. D- 23 TRENCH EXCAVATION, BACKFILL, AND COMPACTION Trench excavation and backfill under parking lots, driveways, gravel surfaced roads, within easements, and within existing or future R.O.W. shall be in accordance with Sections E1-2 Backfill and E2-2 Excavation and Backfill of the General Contract Documents and Specifications except as specified herein. 1. TRENCH EXCAVATION: In accordance with Section E2-2 Excavation and Backfill, if the stated maximum trench widths are exceeded, either through accident or otherwise, and if the Engineer determines that the design loadings of the pipe will be exceeded, the Contractor will be required to support the pipe with an improved trench bottom. The expense of such remedial measures shall be entirely the Contractor's own. All trenching operations shall be confined to the width of permanent rights -of -way, permanent easements, and any temporary construction easements. All excavation shall be in strict compliance with the Trench Safety Systems Special Condition of this document. 2. TRENCH BACKFILL: Trenches which lie outside of existing or future pavement shall be backfilled above the top of the embedment material with Type "C" backfill material. Excavated material used for Type "C" backfill must be mechanically compacted unless the Contractor can furnish the Engineer with satisfactory evidence that the P.I. of the excavated material is less than 8. Such evidence shall be a test report from an independent testing laboratory and must include representative samples of soils in all involved areas, with a map showing the location and depth of the various test holes. If excavated material is obviously granular in nature, containing little or no plastic material, the Engineer may waive the test report requirement. See E1-2.3, Type "C" or "D" Backfill, and E2-2.11 Trench Backfill for additional requirements. When Type "C" back -fill material is not suitable, Type "B" backfill material shall be used only with the consent and approval of the Engineer. In general, all backfill material for trenches in existing paved streets shall be in accordance with Figure WTR-029. Sand material specified in WTR-029 shall be obtained from an approved source and shall consist of durable particles free of thin or elongated pieces, lumps of clay, soil, loam or vegetable matter and shall meet the following gradation: 02/09/2010 SC-13 J PART D - SPECIAL CONDITIONS • Less than 10% passing the #200 sieve • P.I. = 10 or less Additionally, the crushed limestone embedment gradation specified in Section E1-3 Crushed Limestone for Embedment of the General Contract Documents and Specifications shall be replaced with the following: Sieve Size % Retained 1" 0-10 1/2" 40-75 3/8" 55-90 #4 90-100 #8 95-100 All other provisions of this section shall remain the same. 3. TRENCH COMPACTION: All trench backfill shall be placed in lifts per E2-2.9 Backfill. Trenches which lie outside existing or future pavements shall be compacted to a minimum of 90% Standard Proctor Density (A.S.T.M. D698) by mechanical devices specifically designed for compaction or a combination of methods subject to approval by the Engineer. Trenches which lie under existing or future pavement shall be backfilled per Figure A with 95% Standard Proctor Density by mechanical devices specifically designed for compaction or a combination of methods subject to approval by the Engineer. Backfill material to be compacted as described above must be within +-4% of its optimum moisture content. The City, at its own expense, will perform trench compaction tests per A.S.T.M. standards on all trench backfill. Any retesting required as a result of failure to compact the backfill material to meet the standards will be at the expense of the Contractor and will be billed at the commercial rates as determined by the City. These soil density tests shall be performed at two (2) foot vertical intervals beginning at a level two (2) feet above the top of the installed pipe and continuing to the top of the completed backfill at intervals along the trench not to exceed 300 linear feet. The Contractor will be responsible for providing access and trench safety system to the level of trench backfill to be tested. No extra compensation will be allowed for exposing the backfill layer to be tested or providing trench safety system for tests conducted by the City. 4. MEASUREMENT AND PAYMENT: All material, with the exception of Type "B" backfill, and labor costs of excavation and backfill will be included in the price bid per linear foot of water and sewer pipe. D- 24 TRENCH PAVEMENT (PERMANENT) REPAIR (E2-19) FOR UTILITY CUTS The unit price bid under the appropriate bid item of the proposal shall cover all cost for providing pavement repair equal to or superior in composition, thickness, etc., to existing pavement as detailed in the Public Works Department typical sections for Pavement and Trench Repair for Utility Cuts, Figures STR-028 through STR-031. The results of the street cores that were conducted on the project streets, to determine HMAC depths on existing streets, are provided in these specifications and contract documents. 02%09/2010 SC-14 PART D - SPECIAL CONDITIONS All required paving cuts shall be made with a concrete saw in a true and straight line on both sides of the trench, a minimum of twelve (12) inches outside the trench walls. The trench shall be backfilled and the top nine (9) inches shall be filled with required materials as shown on paving details, compacted and level with the finished street surface. This finished grade shall be maintained in a serviceable condition until the paving has been replaced. All residential driveways shall be accessible at night and over weekends. It has been determined by the Transportation and Public Works Department that the strip of existing HMAC pavement between the existing gutter and the edge of the trench pavement repair will not hold up if such strip of existing pavement is two (2) feet or less in width. Therefore, at the locations in the project where the trench wall is three (3) feet or less from the lip of the existing gutter, the Contractor shall be required to remove the existing paving to such gutter. The pavement repair shall then be made from a minimum distance of twelve (12) inches outside the trench wall nearest the center of the street to the gutter line. The pavement shall be replaced within a maximum of five (5) working days, providing job placement conditions will permit repaving. If paving conditions are not suitable for repaving, in the opinion of the Owner, the repaving shall be done at the earliest possible date. A permit must be obtained from the Construction Services Section by the Contractor in conformance with Ordinance No. 3449 and/or Ordinance No. 792 to make utility cuts in the street. The Construction Services section will inspect the paving repair after construction. This permit requirement may be waived if work is being done under a Performance Bond and inspected by the Construction Services section. D- 25 SITE SPECIFIC TRENCH SAFETY SYSTEM (COVERS ALL PROJECTS) A. GENERAL: This specification covers the trench safety requirements for all trench excavations exceeding depth of five (5) feet in order to protect workers from cave-ins. The requirements of this item govern all trenches for mains, manholes, vaults, service lines, and all other appurtenances. The design for the trench safety shall be signed and sealed by a Registered Professional Engineer licensed in Texas. The trench safety plan shall be specific for each water and/or sanitary sewer line included in the project. B. STANDARDS: The latest version of the U.S. Department of Labor, Occupational Safety and Health Administration Standards, 29 CFR Part 1926, Sub -Part P - Excavations, are hereby made a part of this specification and shall be the minimum governing requirements for trench safety. C. DEFINITIONS: 1. TRENCHES - A trench is referred to as a narrow excavation made below the surface of the ground in which the depth is greater than the width, where the width measured at the bottom is not greater than fifteen (15) feet. 2. BENCHING SYSTEM - Benching means excavating the sides of a trench to form one or a series of horizontal level or steps, usually with vertical or near -vertical surfaces between levels. 02/09/2010 SC-15 PART D - SPECIAL CONDITIONS 3. SLOPING SYSTEM - Sloping means excavating to form sides of a trench that are inclined away from the excavation. 4. SHIELD SYSTEM - Shields used in trenches are generally referred to as "trench boxes" or "trench shields". Shield means a structure that is able to withstand the forces imposed on it by a cave-in and protect workers within the structure. Shields can be permanent structures or can be designed to be portable and move along as the work progresses. Shields can be either pre -manufactured or job -built in accordance with OSHA standards. 5. SHORING SYSTEM - Shoring means a structure such as a metal hydraulic, mechanical or timber system that supports the sides of a trench and which is designed to prevent cave- ins. Shoring systems are generally comprised of cross -braces, vertical rails, (uprights), horizontal rails (wales) and/or sheeting. D. MEASUREMENT - Trench depth is the vertical measurement from the top of the existing ground to the bottom of embedment or bottom of excavation. The quantity of trench safety systems shall be based on the linear foot amount of trench depth greater than five (5) feet. E. PAYMENT - Payment shall be full compensation for safety system design, labor, tools, materials, equipment and incidentals necessary for the installation and removal of trench safety systems. D- 26 SANITARY SEWER MANHOLES A. GENERAL: The installation, replacement, and/or rehabilitation of sanitary sewer manholes will be required as shown on the plans, and/or as described in these Special Contract Documents in addition to those located in the field and identified by the Engineer. All manholes shall be in accordance with sections E1-14 Materials for Sanitary Sewer Manholes, Valve Vaults, Etc., and E2-14 Vault and Manhole Construction of the General Contract Documents and Specifications, unless amended or superseded by requirements of this Special Condition. For new sewer line installations, the Contractor shall temporarily plug all lines at every open manhole under construction in order to keep debris out of the dry sewer lines. The plugs shall not be removed until the applicable manhole complete with cone section has been constructed and the lid installed to keep out debris as a result of additional construction. 1. CONCRETE COLLARS: Concrete collars will be required on all manholes specified as per COFW Standard Detail SAN-009. 2. DELETED 3. LIFT HOLES: All lift holes shall be plugged with a pre -cast concrete plug. The lift hole shall be sealed on the outside of the manhole with Ram-Nek or an approved equal sealant. The lift hole shall be sealed on the inside of the manhole with quick setting cement grout. 4. FINAL RIM ELEVATIONS: Manhole rims in parkways, lawns and other improved lands shall be at an elevation not more than one (1) nor less than one-half (1/2) inch above the surrounding ground. Backfill shall provide a uniform slope from the top of manhole casting for not less than three (3) feet each direction to existing finish grade of the ground. The grade of all surfaces shall be checked for proper slope and grade by string lining the entire area regarded near the manhole. 02/09/2010 SC-16 PART D - SPECIAL CONDITIONS Manholes in open fields, unimproved land, or drainage courses shall be at an elevation shown on the drawings or minimum of 6 inches above grade. 5. MANHOLE COVERS: All lids shall have pick slots in lieu of pick holes. Manhole frames and covers shall be PAMREX, or approved equal, with 30-inch clear opening. Covers shall set flush with the rim of the frame and shall have no larger than 1/8-inch gap between the frame and cover. Bearing surfaces shall be machine finished. Locking manhole lids and frames will be restricted to locations within the 100-year floodplain and areas specifically designated on the plans. 6. SHALLOW CONE MANHOLES: Shallow manhole construction will be used when manhole depth is four (4) feet or less. All shallow cone manholes shall be built in accordance with Figure 105. All shallow cone manholes shall have a cast iron lid and frame with pick slots. NOTE: MANHOLES PER FIGURE 106 WILL NOT BE ALLOWED. 7. MANHOLE STEPS: No manhole steps are to be installed on any sanitary sewer manhole. 8. EXTERIOR SURFACE COATING: Exterior surfaces of all manholes shall be coated with two mop coats of coal tar epoxy, Koppers "Bitumastic Super Service Black" Tnemec "46- 450 Heavy Tnemecol," or equal to, a minimum or 14 mils dry film thickness. 9. MANHOLE JOINT SEALING: All interior and/or exterior joints on concrete manhole sections constructed for the City of Fort Worth Water Department, excluding only the joints using a trapped type performed 0-ring rubber gasket shall require Bitumastic joint sealants as per Figure M. This sealant shall be pre -formed and trowelable Bitumastic as manufactured by Kent -Seal, Ram-Nek, E-Z Stick, or equal. The joint sealer shall be supplied in either extruded pipe form or suitable cross -sectional area or flat -tape and shall be sized as recommended by the manufacturer and approved by the Engineer. The joint sealer shall be protected by a suitable removable wrapper and shall not in any way depend on oxidation, evaporation, or any other chemical action for either its adhesive properties or cohesive strength. The Joint sealer shall remain totally flexible without shrinking, hardening, or oxidizing regardless of the length of time it is exposed to the elements. The manufacturer shall furnish an affidavit attesting to the successful use of the product as a pre -formed flexible joint sealant on concrete pipe and manhole sections for a period of at least five years. B. EXECUTION: 1. INSTALLATION OF JOINT SEALANT: Each grade adjustment ring and manhole frame shall be sealed with the above -specified materials. All surfaces to be in contact with the joint sealant shall be thoroughly cleaned of dirt, sand, mud, or other foreign matter. The manufacturer shall apply a primer to all surfaces prior to installing the joint sealant in accordance with the recommendations. The protective wrapper shall remain on the joint sealant until immediately prior to the placement of the pipe in the trench. After removal of the protective wrapper, the joint sealant shall be kept clean. Install frames and cover over manhole opening with the bottom of the rings resting on Bitumastic joint sealer. Frames and grade rings shall rest on two (2) rows (inside and outside) of Bitumastic joint sealer. 02%09/2010 SC-17 PART D - SPECIAL CONDITIONS 2. SEALING AND/OR ADJUSTING EXISTING MANHOLES: Excavate (rectangular full depth saw cut if in pavement) adjacent to the manhole to expose the entire manhole frame and a minimum of 6 inches of the manhole wall keeping the sides of the trench nearly vertical. Remove manhole frame from the manhole structure and observe the condition of the frame and grade rings. Any frame or grade ring that is not suitable for use as determined by the Engineer shall be replaced. Grade rings that are constructed of brick, block materials other than pre -cast concrete rings, or where necessary and approved by the Engineer, shall be replaced with a pre -cast flattop section. Pre -cast concrete rings, or a pre -cast concrete flattop section will be the only adjustments allowed. In brick or block manholes, replace the upper portion of the manhole to a point 24 inches below the frame. If the walls or cone section below this level are structurally unsound, notify the Engineer prior to replacement of the grade rings and manhole frame. Existing brickwork, if damaged by the Contractor, shall be replaced at the Contractor's expense. Wire brush manhole frame and exposed manhole surfaces to remove dirt and loose debris. Coat exposed manhole surfaces with an approved bonding agent followed by an application of quick setting hydraulic cement to provide a smooth working surface. If the inside diameter of the manhole is too large to safely support new adjustment rings or frames, a flat top section shall be installed. Joint surfaces between the frames, adjustment rings, and cone section shall be free of dirt, stones, debris and voids to ensure a watertight seal. Place flexible gasket joint material along the inside and outside edge of each joint, or use trowelable material in lieu of pre- formed gasket material. Position the butt joint of each length of joint material on opposite sides of the manhole. No steel shims, wood, stones, or any material not specifically accepted by the Engineer may be used to obtain final surface elevation of the manhole frame. In paved areas or future paved areas, castings shall be installed by using a straight edge not less than ten (10) feet long so that the top of the casting will conform to the slope and finish elevation of the paved surface. The top of the casting shall be 1/8 inch below the finished elevation. Allowances for the compression of the joint material shall be made to assure a proper final grade elevation. 3. EXPOSED EXTERIOR SURFACES: All exposed exterior surfaces shall be coated with two mop coats of coal tar epoxy. Kopper "Bitumastic Super Service Black"; Tnemec "46-450 Heavy Tnemecol", or equal, to a minimum of 14 mils dry film thickness. 4. The exterior surface of all pre -cast section joints shall be thoroughly cleaned with a wire brush and then waterproofed with a 1/2-inch thick coat of trowelable bitumastic joint sealant from 6-inches below to 6-inches above the joint. The coated joint shall then be wrapped with 6 mil plastic to protect the sealant from damage during backfilling. C. MEASUREMENT AND PAYMENT: The price bid for new manhole installations shall include all labor, equipment, and materials necessary for construction of the manhole including, but not limited to, joint sealing, lift hole sealing and exterior surface coating. Payment shall not include pavement replacement, which if required, shall be paid separately. 02/09/2010 SC-18 PART D - SPECIAL CONDITIONS The price bid for reconstruction of existing manholes shall include all labor equipment and materials necessary for construction of new manhole, including, but not limited to, excavation, backfill, disposal of materials, joint sealing, lift hole sealing and exterior surface coating. Payment shall not include pavement replacement, which if required, shall be paid separately. The price bid for adjusting and/or sealing of existing manholes shall include all labor, equipment and materials necessary for adjusting and/or sealing the manhole, including but not limited to, joint sealing, lift hole sealing, and exterior surface coating. Payment for concrete collars will be made per each. Payment for manhole inserts will be made per each. D- 27 SANITARY SEWER SERVICES Any reconnection, relocation, re-routes, replacement, or new sanitary sewer service shall be required as shown on the plans, and/or as described in these Special Contact Documents in addition to those located in the field and identified by the Engineer as active sewer taps. The service connections shall be constructed by the Contractor utilizing standard factory manufactured tees. City approved factory manufactured saddle taps may be used, but only as directed by the Engineer. The decision to use saddle taps as opposed to tees shall be made on a case -by -case basis. The Contractor shall be responsible for coordinating the scheduling of tapping crews with building owners and the Engineer in order that the work be performed in an expeditious manner. A minimum of 24 hours advance notice shall be given when taps will be required. Severed service connections shall be maintained as specified in section C6-6.15. D. SEWER SERVICE RECONNECTION: When sewer service reconnection is called for the Contractor shall vertically adjust the existing sewer service line as required for reconnection and furnish a new tap. The fittings used for vertical adjustment shall consist of a maximum bend of 45 degrees. The tap shall be located so as to line up with the service line and avoid any horizontal adjustment. For open cut applications, all sanitary sewer service lines shall be replaced to the property or easement line, or as directed by the Engineer. Sanitary sewer services on sewers being rehabilitated using pipe enlargement methods shall be replaced to the property or easement line or as directed by the Engineer. Procedures listed below for Sewer Service Replacement shall be adhered to for the installation of any sewer service line including the incidental four (4) feet of service line which is included in the price bid for Sanitary Sewer Taps. Payment for work such as backfill, saddles, tees, fittings incidental four (4) feet of service line and all other associated appurtenances required shall be included in the price bid for Sanitary Sewer Taps. E. SEWER SERVICE REPLACEMENT: All building sewer services encountered during construction shall be adjusted and/or replaced by the Contractor as directed by the Engineer as required for the connection of the sewer service line. If the sewer service line is in such condition or adjustment necessitates the replacement of the sewer service line, all work shall be performed by a licensed plumber. The Engineer shall determine the length of the replacement. All sewer services shall be installed at a minimum of two (2) percent slope or as approved by the Engineer. For situations involving sewer service re-routing, whether on public or private property, the City shall provide line and grade for the sewer service lines as shown on the project plans. Prior to installing the applicable sewer main or lateral and the necessary service lines, the Contractor shall verify (by de -holing at the building clean -out) the elevations (shown on the plans) at the building clean -out and compare the data with the elevation at the 02/09/2010 SC-19 PART D - SPECIAL CONDITIONS proposed connection point on the sewer main, in order to ensure that the two (2) percent minimum slope (or as specified by the Engineer) requirement is satisfied. Elevations shall also be verified at all bend locations on the service re-route. All applicable sewer mains, laterals and affected service lines that are installed without pre -construction de -holing at the affected residences (to verify design elevations) shall be removed and replaced as necessary at the Contractor's expense in the event grade conflicts are brought to light after de -holing is conducted. All elevation information obtained by the Contractor shall be submitted to the Inspector. The Engineer shall be immediately notified in the event that the two (2) percent minimum slope is not satisfied. If the Contractor determines that a different alignment for the re- route is more beneficial than shown on the plans, the Contractor shall obtain and submit all relevant elevation information for the new alignment to the Inspector and shall be responsible for ensuring that the two (2) percent minimum grade (or as approved by the Engineer) is satisfied. Prior to backfilling, the Contractor shall double check the grade of the installed service line and submit signed documentation verifying that the line has been installed as designed to the Engineer. The Contractor, at its sole expense, shall be required to uncover any sewer service for which no grade verification has been submitted. All re-routes that are not installed as designed or fail to meet the City code shall be reinstalled at the Contractor's expense. The Contractor shall ensure that the service line is backfilled and compacted in accordance with the City Plumbing Code. Connection to the existing sewer service line shall be made with appropriate adapter fittings. The fitting shall be a urethane or neoprene coupling A.S.T.M. C-425 with series 300 stainless steel compression straps. The Contractor shall remove the existing clean -out and plug the abandoned sewer service line. The contractor shall utilize schedule 40 PVC for all sanitary sewer service re-routes or relocations located on private property. Furthermore, the contractor shall utilize the services of a licensed plumber for all service line work on private property. Permit(s) must be obtained from the City of Fort Worth Development Department for all service line work on private property and all work related to the service line must be approved by a City of Fort Worth Plumbing Inspector. A copy of the plumbing permit shall be provided to the Engineer prior to beginning work on the sanitary sewer service re-route and proof of final acceptance by the Plumbing Inspector shall be provided to the Engineer upon completion of the sanitary sewer re- route. Payment for work and materials such as backfill, removal of existing clean -outs, plugging the abandoned sewer service line, double checking the grade of the installed service line, pipe fittings, surface restoration on private property (to match existing), and all other associated work for service replacements in excess of four (4) linear feet shall be included in the linear foot price bid for sanitary sewer service line replacement on private property or public right of way. Payment for all work and material involving the "tap" shall be included in the price bid for sanitary sewer service taps. D- 28 REMOVAL, SALVAGE, AND ABANDONMENT OF EXISTING FACILITIES Any removal, salvaging and/or abandonment of existing facilities will necessarily be required as shown on the plans, and/or described in these Special Contract Documents in addition to those located in the field and identified by the Engineer. This work shall be done in accordance with Section E2-1.5 Salvaging of Material and E2-2.7 Removing Pipe, of the General Contract Documents and Specifications, unless amended or superseded by requirements of this Special Condition. 02/09/2010 SC-20 PART D - SPECIAL CONDITIONS A. SALVAGE OF EXISTING WATER METER AND METER BOX: Existing water meter and meter box shall be removed and returned to the Water Department warehouse by the Contractor in accordance with Section E2-1.5 Salvaging of Materials. B. SALVAGE OF EXISTING WATER METER AND CONCRETE VAULT LID: Existing water meter and concrete vault lid shall be removed and returned to the Water Department warehouse by the Contractor in accordance with Section E2-1.5 Salvaging of Materials. The concrete vault shall be demolished in place to a point not less than 18 inches below final grade. The concrete vault shall then be backfilled and compacted in accordance with backfill method as specified in Section E2-2.9 Backfill. Backfill material shall be suitable excavated material approved by the Engineer. Surface restoration shall be compatible with existing surrounding surface and grade. C. SALVAGE OF EXISTING FIRE HYDRANTS: Existing fire hydrants shall be removed and returned to the Water Department warehouse by the Contractor in accordance with Section E2-1.5 Salvaging of Materials. The void shall be backfilled and compacted in accordance with backfill method as specified in Section E2-2.9 Backfill. Backfill material shall be suitable excavated material approved by the Engineer. Surface restoration shall be compatible with existing surrounding surface and grade. D. SALVAGE OF EXISTING GATE VALVE: Existing gate valve and valve box and lid shall be removed and returned to the Water Department warehouse by the Contractor in accordance with Section E2-1.5 Salvaging of Materials. The void area caused by the valve removal shall be backfilled and compacted in accordance with backfill method as specified in Section E2-2.9 Backfill. Backfill material shall be suitable excavated material approved by the Engineer. Surface restoration shall be compatible with existing surrounding surface and grade. If the valve is in a concrete vault, the vault shall be demolished in place to a point no less than 18" below final grade. E. ABANDONMENT OF EXISTING GATE VALVE: Existing gate valve and box lid shall be abandoned by first closing the valve to the fully closed position and demolishing the valve box in place to a point not less than 18 inches below final grade. Concrete shall then be used as backfill material to match existing grade. F. ABANDONMENT OF EXISTING VAULTS: Vaults to be demolished in place shall have top slab and lid removed and vault walls demolished to a point not less than 18" below final grade. The void area caused shall then be backfilled and compacted in accordance with backfill method as specified in Section E2-2.9 Backfill. Backfill material shall be suitable excavated material approved by the Engineer. Surface restoration shall be compatible with the existing surrounding grade. G. ABANDONMENT OF MANHOLES: Manholes to be abandoned in place shall have all pipes entering or exiting the structure plugged with lean concrete. Manhole top or cone section shall be removed to the top of the full barrel diameter section, or to point not Tess than 18 inches below final grade. The structure shall then be backfilled and compacted in accordance with backfill method as specified in Section E2-2.9 Backfill. Backfill material may be either clean washed sand of clean, suitable excavated material approved by the Engineer. Surface restoration shall be compatible with surrounding service surface. Payment for work involved in backfilling, plugging of pipe(s) and all other appurtenances required, shall be included in the appropriate bid item - Abandon Existing Sewer Manhole. 02/09/2010 SC-21 PART D - SPECIAL CONDITIONS H. REMOVAL OF MANHOLES: Manholes to be removed shall have all pipes entering or exiting the structure disconnected. The complete manhole, including top or cone section, all full barrel diameter section, and base section shall be removed. The excavation shall then be backfilled and compacted in accordance with backfill method as specified in Section E2-2.9 Backfill. Backfill material may be with Type C Backfill or Type B Backfill, as approved by the Engineer. Surface restoration shall be compatible with surrounding surface. I. CUTTING AND PLUGGING EXISTING MAINS: At various locations on this project, it may be required to cut, plug, and block existing water mains/services or sanitary sewer mains/services in order to abandon these lines. Cutting and plugging existing mains and/or services shall be considered as incidental and all costs incurred will be considered to be included in the linear foot bid price of the pipe, unless separate trenching is required. J. REMOVAL OF EXISTING PIPE: Where removal of the existing pipe is required, it shall be the Contractor's responsibility to properly dispose of all removed pipe. All removed valves, fire hydrants and meter boxes shall be delivered to Water Department Field Operation, Storage Yard. C. PAYMENT: Payment for all work and material involved in salvaging, abandoning and/or removing existing facilities shall be included in the linear foot bid price of the pipe, except as follows: separate payment will be made for removal of all fire hydrants, gate valves, 16 inch and larger, and sanitary sewer manholes, regardless of location. Payment will be made for salvaging, abandoning and/or removing all other existing facilities when said facility is not being replaced in the same trench (i.e., when removal requires a separate trench). L. ABANDONMENT OF EXISTING SEWER LINES: Where plans call for abandonment of existing sewer mains after the construction of a new sewer main, the Contractor shall be responsible for TV inspection of 100% of the existing sewer main to be abandoned to make a final determination that all existing service connections have been relocated to the new main. Once this determination has been made, the existing main will be abandoned as indicated above in Item I. 02/09/2010 SC-22 PART D - SPECIAL CONDITIONS D- 29 DETECTABLE WARNING TAPES Detectable underground utility warning tapes which can be located from the surface by a pipe detector shall be installed directly above non-metallic water and sanitary sewer pipe. The detectable tape shall be "Detect Tape" manufactured by Allen Systems, Inc. or approved equal, and shall consist of a minimum thickness 0.35 mils solid aluminum foil encased in a protective inert plastic jacket that is impervious to all known alkalis, acids, chemical reagents and solvents found in the soil. The minimum overall thickness of the tape shall be 5.5 mils, and the width shall not be less than two inches with a minimum unit weight of 21/2 pounds/1 inch/100'. The tape shall be color coded and imprinted with the message as follows: Tyne of Utility Color Code Legends Water Safety Blue Caution! Buried Water Line Below Sewer Safety Green Caution! Buried Sewer Line Below Installation of detectable tapes shall be per manufacturer's recommendations and shall be as close to the grade as is practical for optimum protection and detectability. Allow a minimum of 18 inches between the tape and the pipe. Payment for work such as backfill, bedding, blocking, detectable tapes, and all other associated appurtenances required shall be included in the unit price bid for the appropriate bid item(s). D- 30 PIPE CLEANING Joints shall be wiped and then inspected for proper installation by the inspectors. Each joint shall be swept daily and kept clean during installation. A temporary night plug shall be installed on all exposed pipe ends during any period of work stoppage. D- 31 DISPOSAL OF SPOIL/FILL MATERIAL Prior to the disposing of any spoil/fill material, the Contractor shall advise the City of Fort Worth's Flood Plain Administrator ("Administrator"), of the location of all sites where the Contractor intends to dispose of such material. Contractor shall not dispose of such material until the proposed sites have been determined by the Administrator to meet the requirements of the Flood Plain Ordinances of the City of Fort Worth (Ordinance No. 10056). All disposal sites must be approved by the Administrator to ensure that filling is not occurring within a floodplain without a permit. A floodplain permit can be issued upon approval of necessary Engineering studies. No fill permit is required if disposal sites are not in a floodplain. Approval of the Contractor's disposal sites shall be evidenced by a letter signed by the Administrator stating that the site is not in a known flood plain or by a Flood Plain Fill Permit authorizing fill within the flood plain. Any expenses associated with obtaining the fill permit, including any necessary Engineering studies, shall be at the Contractor's expense. In the event that the Contractor disposes of spoil/fill material at a site without a fill permit or a letter from the administrator approving the disposal site, Contractor shall remove the spoil/fill material at his expense and dispose of such materials in accordance with the Ordinances of the City and this section. D- 32 MECHANICS AND MATERIALMEN'S LIEN The Contractor shall be required to execute a release of mechanics and material men's liens upon receipt of payment. D- 33 SUBSTITUTIONS 02/09/2010 SC-23 PART D - SPECIAL CONDITIONS The specifications for materials set out the minimum standard of quality, which the City believes necessary to procure a satisfactory project. No substitutions will be permitted until the Contractor has received written permission of the Engineer to make a substitution for the material, which has been specified. Where the term "or equal", or "or approved equal" is used, it is understood that if a material, product, or piece of equipment bearing the name so used is furnished, it will be approvable, as the particular trade name was used for the purpose of establishing a standard of quality acceptable to the City. If a product of any other name is proposed for use, the Engineer's approval thereof must be obtained before the Contractor procures the proposed substitute. Where the term "or equal", or "or approved equal" is not used in the specifications, this does not necessarily exclude alternative items or material or equipment which may accomplish the intended purpose. However, the Contractor shall have the full responsibility of proving that the proposed substitution is, in fact, equal, and the Engineer, as the representative of the City, shall be the sole judge of the acceptability of substitutions. The provisions of this sub -section as related to "substitutions" shall be applicable to all sections of these specifications. D- 34 PRE -CONSTRUCTION TELEVISION INSPECTION OF SANITARY SEWER A. GENERAL: Prior to the reconstruction, ALL sections of existing sanitary sewer lines to be abandoned, removed (except where being replaced in the same location), or rehabilitated (pipe enlargement, cured -in -place pipe, fold and form pipe, slip -line, etc.), shall be cleaned, and a television inspection performed to identify any active sewer service taps, other sewer laterals and their location. Work shall consist of furnishing all labor, material, and equipment necessary for the cleaning and inspection of the sewer lines by means of closed circuit television. Satisfactory precautions shall be taken to protect the sewer lines from damage that might be inflicted by the improper use of cleaning equipment. 1. HIGH VELOCITY JET (HYDROCLEANING) EQUIPMENT: The high -velocity sewer line cleaning equipment shall be constructed for easy and safe operation. The equipment shall also have a selection of two or more high -velocity nozzles. The nozzles shall be capable of producing a scouring action from 15 to 45 degrees in all size lines designated to be cleaned. Equipment shall also include a high -velocity gun for washing and scouring manhole walls and floor. The gun shall be capable of producing flows from a fine spray to a solid stream. The equipment shall carry its own water tank, auxiliary engines, pumps, and hydraulically driven hose reel. Hydraulically Propelled Equipment shall be of a movable dam type and be constructed in such a way that a portion of the dam may be collapsed at any time during the cleaning operation to protect against flooding of the sewer. The movable dam shall be equal in diameter around the outer periphery to ensure removal of grease. If sewer cleaning balls or other equipment, which cannot be collapsed, is used, special precautions to prevent flooding of the sewers and public or private property shall be taken. The flow of sewage present in the sewer lines shall be utilized to provide necessary fluid for hydraulic cleaning devices whenever possible. 2. CLEANING PROCEDURES: The designated sewer manholes shall be cleaned using high - velocity jet equipment. The equipment shall be capable of removing dirt, grease, rocks, sand, and other materials and obstructions from the sewer lines and manholes. If cleaning of an entire section cannot be successfully performed from one manhole, the equipment shall be set up on the other manhole and cleaning again attempted. If, again, successful cleaning cannot be performed or equipment fails to traverse the entire manhole section, it will be assumed that a major blockage exists, and the cleaning effort shall be abandoned. 02/09/2010 SC-24 PART D - SPECIAL CONDITIONS When additional quantities of water from fire hydrants are necessary to avoid delay in normal working procedures, the water shall be conserved and not used unnecessarily. No fire hydrant shall be obstructed in case of a fire in the area served by the hydrant. Before using any water from the City Water Distribution System, the Contractor shall apply for and receive permission from the Water Department. The Contractor shall be responsible for the water meter and related charges for the setup, including the water usage bill. All expenses shall be considered incidental to cleaning. 3. DEBRIS REMOVAL AND DISPOSAL: All sludge, dirt, sand, rock, grease, and other solid or semisolid material resulting from the cleaning operation shall be removed at the downstream manhole of the section being cleaned. Passing material from manhole section to manhole section, which could cause line stoppages, accumulations of sand in wet wells, or damage pumping equipment, shall not be permitted. 4. All solids or semisolid resulting from the cleaning operations shall be removed from the site and disposed of at a site designated by the Engineer. All materials shall be removed from the site no less often than at the end of each workday and disposed of at no additional cost to the City. 5. UNDER NO CIRCUMSTANCE SHALL SEWAGE OR SOLIDS REMOVED THEREFROM BE DUMPED ONTO STREETS OR INTO DITCHES, CATCH BASINS, STORM DRAINS OR SANITARY SEWER MANHOLES. 6. TELEVISION INSPECTION EQUIPMENT: The television camera used for the inspection shall be one specifically designed and constructed for such inspection. Lighting for the camera shall be suitable to allow a clear picture of the entire periphery of the pipe. The camera shall be operative in 100% humidity conditions. The camera, television monitor, and other components of the video system shall be capable of producing picture quality to the satisfaction of the Engineer; and if unsatisfactory, equipment shall be removed and no payment will be made for an unsatisfactory inspection. B. EXECUTION: 1. TELEVISION INSPECTION: The camera shall be moved through the line in either direction at a moderate rate, stopping when necessary to permit proper documentation of any sewer service taps. In no case will the television camera be pulled at a speed greater than 30 feet per minute. Manual winches, power winches, TV cable, and powered rewinds or other devices that do not obstruct the camera view or interfere with proper documentation shall be used to move the camera through the sewer line. When manually operated winches are used to pull the television camera through the line, telephones or other suitable means of communications shall be set up between the two manholes of the section being inspected to ensure good communications between members of the crew. The importance of accurate distance measurements is emphasized. All television inspection videotapes shall have a footage counter. Measurement for location of sewer service taps shall be above ground by means of meter device. Marking on the cable, or the like, which would require interpolation for depth of manhole, will not be allowed. Accuracy of the distance meter shall be checked by use of a walking meter, roll -a -tape, or other suitable device, and the accuracy shall be satisfactory to the Engineer. 02/09/2010 SC-25 PART D - SPECIAL CONDITIONS The City makes no guarantee that all of the sanitary sewers to be entered are clear for the passage of a camera. The methods used for securing passage of the camera are to be at the option of the Contractor. The cost of retrieving the Television camera, under all circumstances, when it becomes lodged during inspection, shall be incidental to Television inspection. 2. DOCUMENTATION: Television Inspection Logs: Printed location records shall be kept by the Contractor and will clearly show the location in relation to an adjacent manhole of each sewer service taps observed during inspection. In addition, other points of significance such as locations of unusual conditions, roots, storm sewer connections, broken pipe, presence of scale and corrosion, and other discernible features will be recorded, and a copy of such records will be supplied to the City. 3. PHOTOGRAPHS: Instant developing, 35 mm, or other standard -size photographs of the television picture of problems shall be taken by the Contractor upon request of the Engineer, as long as such photographing does not interfere with the Contractor's operations. 4. VIDEOTAPE RECORDINGS: The purpose of tape recording shall be to supply a visual and audio record of problem areas of the lines that may be replayed. Video tape recording playback shall be at the same speed that it was recorded. The television tapes shall be furnished to the City for review immediately upon completion of the television inspection and may be retained a maximum of 30 calendar days. Equipment shall be provided to the City by the Contractor for review of the tapes. The Engineer will return tapes to the Contractor upon completion of review. Tapes shall not be erased without the permission of the Engineer. If the tapes are of such poor quality that the Engineer is unable to evaluate the condition of the sewer line or to locate service connections, the Contractor shall be required to re -televise and provide a good tape of the line at no additional cost to the City. If a good tape cannot be provided of such quality that can be reviewed by the Engineer, no payment for televising this portion shall be made. Also, no payment shall be made for portions of lines not televised or portions where manholes cannot be negotiated with the television camera. THE TAPES SHALL BE SUBMITTED TO THE ENGINEER PRIOR TO CONSTRUCTION FOR REVIEW AND DETERMINATION OF SAGS. Upon completion of review of the tapes by the Engineer, the Contractor will be notified as to which sections of the sanitary sewer are to be corrected. The Engineer will return tapes to the Contractor upon completion of review. All costs associated with this work shall be incidental to unit prices bid for items under Television Inspection of the Proposal. C. PAYMENT OF CLEANING AND PRE -CONSTRUCTION TELEVISION INSPECTION OF SANITARY SEWERS: The cost for Pre -Construction Cleaning and Television Inspection of sanitary sewers shall be per linear foot of sewer actually televised. The Contractor shall provide the Engineer with tapes of a quality that the particular piece of sewer can be readily evaluated as to existing sewer conditions and for providing appropriate means for review of the tapes by the Engineer including collection and removal, transportation and disposal of sand and debris from the sewers to a legal dump site. 02/09/2010 SC-26 PART D - SPECIAL CONDITIONS Television inspection shall include necessary cleaning (hydraulic jet or mechanical cleaner) to provide video image required for line analysis. The primary purpose of cleaning is for television inspection and rehabilitation; when a portion of a line is not or cannot be televised or rehabilitated, the cleaning of that portion of line shall be incidental and no payment shall be made. The City makes no guarantee that all of the sanitary sewers to be entered are clear for the passage of a camera. The methods used for securing passage of the camera are to be at the option of the Contractor, and the costs must be included in the bid price for TV Inspections. The cost of retrieving the TV Camera, under all circumstances, when it becomes lodged during inspection, shall be incidental to TV Inspection. The item shall also include all costs of installing and maintaining any bypass pumping required to provide reliable, regular sewer service to the area residents. All bypass pumping shall be incidental to the project. D- 35 VACUUM TESTING OF SANITARY SEWER MANHOLES A. GENERAL: This item shall govern the vacuum testing of all newly constructed sanitary sewer manholes. B. EXECUTION: 1. TEST PROCEDURE: Manholes shall be vacuum tested prior to any interior grouting with all connections in place. Lift holes shall be plugged, and all drop -connections and gas sealing connections shall be installed prior to testing. The sewer lines entering the manhole shall be plugged and braced to prevent the plugs from being drawn into the manhole. The plugs shall be installed in the lines beyond the drop -connections, gas sealing connections, etc. The test head shall be placed inside the frame at the top of the manhole and inflated in accordance with the manufacturer's recommendations. A vacuum of ten inches of mercury (10"Hg) shall be drawn and the vacuum pump will be turned off. With the valve closed, the level of vacuum shall be read after the required test time. The required test time shall be determined from the Table I below in accordance with ASTM C1244-93: 02/09/2010 Table I MINIMUM TIME REQUIRED FOR VACUUM DROP OF 1" Ng (10"Hq - 9"Hq) (SEC) Depth of MH. 48-Inch Dia. 60-Inch Dia. (FT.) Manhole Manhole 0 to 16' 40 sec. 52 sec. 18' 45 sec. 59 sec. 20' 50 sec. 65 sec. 22' 55 sec. 72 sec. 24' 59 sec. 78 sec. SC-27 PART D - SPECIAL CONDITIONS 26' 64 sec. 85 sec. 28' 69 sec. 91 sec. 30' 74 sec. 98 sec. For Each 5 sec. 6 sec. Additional 2' 1. ACCEPTANCE: The manhole shall be considered acceptable, if the drop in the level of vacuum is less than one -inch of mercury (1" Hg) after the required test time. Any manhole, which fails to pass the initial test, must be repaired by either pressure grouting through the manhole wall or digging to expose the exterior wall of the manhole in order to locate the leak and seal it with an epoxy sealant. The manhole shall be retested as described above until it has successfully passed the test. Following completion of a successful test, the manhole shall be restored to its normal condition, all temporary plugs shall be removed, all braces, equipment, and debris shall be removed and disposed of in a manner satisfactory to the Engineer. C. PAYMENT: Payment for vacuum testing of sanitary sewer manholes shall be paid at the contract price per each vacuum test. This price shall include all material, labor, equipment, and all incidentals, including all bypass pumping, required to complete the test as specified herein. D- 36 BYPASS PUMPING The Contractor shall bypass the sewage around the section or sections of sewer to be rehabilitated and/or replaced. The bypass shall be made by plugging existing upstream manhole and pumping the sewage into a downstream manhole or adjacent system or other method as may be approved by the Engineer. The pump and bypass lines shall be of adequate capacity and size to handle the flow without sewage backup occurring to facilities connected to the sewer. Provisions shall be made at driveways and street crossings to permit safe vehicular travel without interrupting flow in the bypass system. Under no circumstances will the Contractor be permitted to discharge sewage into the trenches. Payment shall be incidental to rehabilitation or replacement of the sewer line. D- 37 POST -CONSTRUCTION TELEVISION INSPECTION OF SANITARY SEWER A. GENERAL: After construction, ALL sections of sanitary sewer lines shall have a television inspection performed by an independent sub -Contractor hired by the prime Contractor. Work shall consist of furnishing all labor, material, and equipment necessary for inspection of the sewer lines by means of closed circuit television. Satisfactory precautions shall be taken to protect the sewer lines from damage that might be inflicted by the improper use of cleaning equipment. B. TELEVISION INSPECTION EQUIPMENT: The television camera used for the inspection shall be one specifically designed and constructed for such inspection. Lighting for the camera shall be operative in 100% humidity conditions. The camera, television monitor, and other components of the video system shall be capable of producing picture quality to the satisfaction of the Engineer; and if unsatisfactory, equipment shall be removed and no payment will be made for an unsatisfactory inspection. C. EXECUTION: 02/09/2010 SC-28 PART D - SPECIAL CONDITIONS 1. TELEVISION INSPECTION: The camera shall be moved through the line in either direction at a moderate rate, stopping when necessary to permit proper documentation of any sewer service taps. In no case will the television camera be pulled at a speed greater than 30 feet per minute. Manual winches, power winches, TV cable, and powered rewinds or other devices that do not obstruct the camera view or interfere with proper documentation shall be used to move the camera through the sewer line. No more than 2000 linear feet of pipe will be televised at one time for review by the Engineer. When manually operated winches are used to pull the television camera through the line, telephones or other suitable means of communications shall be set up between the two manholes of the section being inspected to ensure good communications between members of the crew. The importance of accurate distance measurements is emphasized. All television inspection video tapes shall have a footage counter. Measurement for location of sewer service taps shall be above ground by means of meter device. Marking on the cable, or the like, which would require interpolation for depth of manhole, will not be allowed. Accuracy of the distance meter shall be checked by use of a walking meter, roll -a -tape, or other suitable device, and the accuracy shall be satisfactory to the Engineer. The City makes no guarantee that all of the sanitary sewers to be entered are clear for the passage of a camera. The methods used for securing passage of the camera are to be at the option of the Contractor. The cost or retrieving the Television camera, under all circumstances, when it becomes lodged during inspection, shall be incidental to Television inspection. Sanitary sewer mains must be laced with enough water to fill all low pints. The television inspection must be done immediately following the lacing of the main with no water flow. If sewer is active, flow must be restricted to provide a clear image of sewer being inspected. 2. DOCUMENTATION: Television Inspection Logs: Printed location records shall be kept by the Contractor and will clearly show the location in relation to an adjacent manhole of each sewer service tap observed during inspection. All television logs shall be referenced to stationing as shown on the plans. A copy of these television logs will be supplied to the City. 3. PHOTOGRAPHS: Instant developing, 35 mm, or other standard -size photographs of the television picture of problems shall be taken by the Contractor upon request of the Engineer, as long as such photographing does not interfere with the Contractor's operations. 4. VIDEOTAPE RECORDINGS: The purpose of tape recording shall be to supply a visual and audio record of problem areas of the lines that may be replayed. Video tape recording playback shall be at the same speed that it was recorded. The television tapes shall be furnished to the City for review immediately upon completion of the television inspection and may be retained a maximum of 30 calendar days. Equipment shall be provided to the City by the Contractor for review of the tapes. Tapes will be returned to the Contractor upon completion of review by the Engineer. Tapes shall not be erased without the permission of the Engineer. 02/09/2010 SC-29 PART D - SPECIAL CONDITIONS If the tapes are of such poor quality that the Enaineer is unable to evaluate the condition of the sewer line or to locate service connections, the Contractor shall be required to re - televise and provide a good tape of the line at no additional cost to the City. If a good tape cannot be provided of such quality that can be reviewed by the Engineer, no payment for televising this portion shall be made. Also, no payment shall be made for portions of lines not televised or portions where manholes cannot be negotiated with the television camera. D. PAYMENT OF POST -CONSTRUCTION TELEVISION INSPECTION OF SANITARY SEWERS: The cost for post -construction Television Inspection of sanitary sewers shall be per linear foot of sewer televised. The Contractor shall provide the Engineer with tapes of a quality that the particular piece of sewer can be readily evaluated as to sewer conditions and for providing appropriate means for review of the tapes by the Engineer. Television inspection shall include necessary cleaning (hydraulic jet or mechanical cleaner) to provide video image required for line analysis. The quantity of TV inspection shall be measured as the total length of new pipe installed. All costs associated with this work shall be included in the appropriate bid item - Post -Construction Television Inspection. The item shall also include all costs of installing and maintaining any bypass pumping required to provide reliable, regular sewer service to the area residents. All bypass pumping shall be incidental to the project. D- 38 SAMPLES AND QUALITY CONTROL TESTING A. The Contractor shall furnish, at its own expense, certifications by a private laboratory for all materials proposed to be used on the project, including a mix design for any asphaltic and/or Portland cement concrete to be used, and gradation analysis for sand and crushed stone to be used along with the name of the pit from which the material was taken. The contractor shall provide manufacturer's certifications for all manufactured items to be used in the project and will bear any expense related thereto. B. Tests of the design concrete mix shall be made by the contractor's laboratory at least nine days prior to the placing of concrete using the same aggregate, cement, and mortar which are to be used later in the concrete. The Contractor shall provide a certified copy of the test results to the City. C. Quality control testing of in -place material on this project will be performed by the city at its own expense. Any retesting required as a result of failure of the material to meet project specifications will be at the expense of the contractor and will be billed at commercial rates as determined by the City. The failure of the City to make any tests of materials shall in no way relieve the contractor of its responsibility to furnish materials and equipment conforming to the requirements of the contract. D. Not Tess than 24 hours notice shall be provided to the City by the Contractor for operations requiring testing. The Contractor shall provide access and trench safety system (if required) for the site to be tested, and any work effort involved is deemed to be included in the unit price for the item being tested. E. The Contractor shall provide a copy of the trip ticket for each load of fill material delivered to the job site. The ticket shall specify the name of the pit supplying the fill material. 02/09/2010 SC-30 PART D - SPECIAL CONDITIONS D- 39 TEMPORARY EROSION, SEDIMENT, AND WATER POLLUTION CONTROL (FOR DISTURBED AREAS LESS THAN 1 ACRE) A. DESCRIPTION: This item shall consist of temporary soil erosion sediment and water pollution control measures deemed necessary by the Engineer for the duration of the contract. These control measures shall at no time be used as a substitute for the permanent control measures unless otherwise directed by the Engineer and they shall not include measures taken by the CONTRACTOR to control conditions created by his construction operations. The temporary measures shall include dikes, dams, berms, sediment basins, fiber mats, jute netting, temporary seeding, straw mulch, asphalt mulch, plastic liners, rubble liners, baled -hay retards, dikes, slope drains and other devices. B. CONSTRUCTION REQUIREMENTS: The Engineer has the authority to define erodible earth and the authority to limit the surface area of erodible -earth material exposed by preparing right- of-way, clearing and grubbing, the surface area of erodible -earth material exposed by excavation, borrow and to direct the CONTRACTOR to provide temporary pollution -control measures to prevent contamination of adjacent streams, other water courses, lakes, ponds or other areas of water impoundment. Such work may involve the construction of temporary berms, dikes, dams, sediment basins, slope drains and use of temporary mulches, mats, seeding, or other control devices or methods directed by the Engineer as necessary to control soil erosion. Temporary pollution -control measures shall be used to prevent or correct erosion that may develop during construction prior to installation of permanent pollution control features, but are not associated with permanent control features on the project. The Engineer will limit the area of preparing right-of-way, clearing and grubbing, excavation and borrow to be proportional to the CONTRACTOR'S capability and progress in keeping the finish grading, mulching, seeding, and other such permanent pollution -control measures current in accordance with the accepted schedule. Should seasonal conditions make such limitations unrealistic, temporary soil -erosion -control measures shall be performed as directed by the Engineer. 2. Waste or disposal areas and construction roads shall be located and constructed in a manner that will minimize the amount of sediment entering streams. 3. Frequent fordings of live streams will not be permitted; therefore, temporary bridges or other structures shall be used wherever an appreciable number of stream crossings are necessary. Unless otherwise approved in writing by the Engineer, mechanized equipment shall not be operated in live streams. 4. When work areas or material sources are located in or adjacent to live streams, such areas shall be separated from the stream by a dike or other barrier to keep sediment from entering a flowing stream. Care shall be taken during the construction and removal of such barriers to minimize the muddying of a stream. 5. All waterways shall be cleared as soon as practicable of false work, piling, debris or other obstructions placed during construction operations that are not a part of the finished work. 6. The Contractor shall take sufficient precautions to prevent pollution of streams, lakes and reservoirs with fuels, oils, bitumen, calcium chloride or other harmful materials. He shall conduct and schedule his operations so as to avoid or minimize siltation of streams, lakes and reservoirs and to avoid interference with movement of migratory fish, 02/09/2010 SC-31 PART D - SPECIAL CONDITIONS C. MEASUREMENT AND PAYMENT: All work, materials and equipment necessary to provide temporary erosion control shall be considered subsidiary to the contract and no extra pay will be given for this work. D- 40 INGRESS AND EGRESS/OBSTRUCTION OF ACCESS TO DRIVES The Contractor shall provide ingress and egress to the property being crossed by this construction and adjacent property when construction is not in progress and at night. Drives shall be left accessible at night, on weekends, and during holidays. The Contractor shall conduct his activities to minimize obstruction of access to drives and property during the progress of construction. Notification shall be made to an owner prior to his driveway being removed and/or rebuilt. D- 41 PROTECTION OF TREES, PLANTS AND SOIL All property along and adjacent to the Contractors' operations including lawns, yards, shrubs, trees, etc., shall be preserved or restored after completion of the work, to a condition equal to or better than prior to start of work. Any trees or other landscape features scarred or damaged by the Contractor's operations shall be restored or replaced at the Contractor's expense. Trimming or pruning to facilitate the work will be permitted only by experienced workmen in an approved manner (No trimming or pruning without the property owners' consent). Pruned limbs of 1" diameter or larger shall be thoroughly treated as soon as possible with a tree wound dressing. By ordinance, the Contractor must obtain a permit from the City Forester before any work (trimming, removal, or root pruning) can be done on trees or shrubs growing on public property including street Rights -of -Ways and designated alleys. This permit can be obtained by calling the Forestry Office at 817-392-5738. All tree work shall be in compliance with pruning standards for Class II Pruning as described by the National Arborist Association. A copy of these standards can be provided by calling the above number. Any damage to public trees due to negligence by the Contractor shall be assessed using the current formula for Shade Tree Evaluation as defined by the International Society of Arboriculture. Payment for negligent damage to public trees shall be made to the City of Fort Worth and may be withheld from funds due the Contractor by the City. To prevent the spread of the Oak Wilt fungus, all wounds on Live Oak and Red Oak trees shall be immediately sealed using a commercial pruning paint. No separate payment will be made for any of the work involved for this item and all costs incurred will be considered a subsidiary cost of the project. D- 42 SITE RESTORATION The contractor shall be responsible for restoring the site to original grade and condition after completion of his operations subject to approval of the Engineer. The basis for approval by the Engineer will be grade restoration to plus minus one -tenth (0.1) of a foot. D- 43 CITY OF FORT WORTH STANDARD PRODUCT LIST Proposed products submitted in the bid documents must appear in the latest "City of Fort Worth Standard Product List, for the bid to be considered responsive. Products and processes listed in the "City of Fort Worth Standard Product List shall be considered to meet City of Fort Worth minimum technical requirements. 02/09/2010 SC-32 PART D - SPECIAL CONDITIONS D- 44 TOPSOIL, SODDING, SEEDING & HYDROMULCHING This item shall be performed in accordance with the City of Fort Worth Parks and Community Services Department Specifications for Topsoil, Sodding and Seeding. 1. TOPSOIL DESCRIPTION: This item will consist of furnishing and placing a minimum of six (6) inches of topsoil, free from rock and foreign material, in all parkways and medians to the lines and grades as established by the Engineer. CONSTRUCTION METHODS: Topsoil will be secured from borrow sources as required to supplement material secured from street excavation. All excavated materials from streets which is suitable for topsoil will be used in the parkways and medians before any topsoil is obtained from a borrow source. Topsoil material secured from street excavation shall be stockpiled at locations approved by the Engineer, and at completion of grading and paving operations, topsoil shall be placed on parkway areas so as to provide a minimum six (6) inches of compacted depth of topsoil parkways. 2. SODDING DESCRIPTION: Sodding will consist of furnishing and planting Bermuda, Buffalo or St. Augustine grass in the areas between the curbs and walks, on terraces, in median strips, on embankments or cut slopes, or in such areas as designated on the Drawings and in accordance with the requirements of this Specification. Recommended Buffalo grass varieties for sodding are Prairie and 609. MATERIALS: Sod shall consist of live and growing Bermuda, Buffalo or St. Augustine grass secured from sources where the soil is fertile. Sod to be placed during the dormant state of these grasses shall be alive and acceptable. Bermuda and Buffalo grass sod shall have a healthy, virile root system of dense, thickly matted roots throughout a two (2) inch minimum thickness of native soil attached to the roots. St. Augustine grass sod shall have a healthy, virile root system of dense, thickly matted roots throughout a one (1) inch minimum thickness of native soil attached to the roots. The sod shall be free from obnoxious weeds or other grasses and shall not contain any matter deleterious to its growth or which might affect its subsistence or hardiness when transplanted. Sod to be placed between curb and walk and on terraces shall be the same type grass as adjacent grass or existing lawn. Care shall be taken at all times to retain native soil on the roots of the sod during the process of excavating, hauling, and planting. Sod material shall be kept moist from the time it is dug until planted. When so directed by the Engineer, the sod existing at the source shall be watered to the extent required prior to excavating. Sod material shall be planted within three days after it is excavated. CONSTRUCTION METHODS: After the designated areas have been completed to the lines, grades, and cross -sections shown on the Drawings and as provided for in other items of the contract, sodding of the type specified shall be performed in accordance with the requirements 02/09/2010 SC-33 PART D - SPECIAL CONDITIONS 9. Short tunneling shall consist of power augering or hand excavation. The tunnel diameter shall not be larger than 1-1/2 times the outside pipe diameter. Voids remaining after pipe installation shall be pressure grouted. D- 48 CONCRETE ENCASEMENT OF SEWER PIPE Concrete encasement of sewers shall be paid for at the Contract Unit Price per linear foot of concrete encasement as measured in place along the centerline of the pipe for each pipe diameter indicated. The Contract Unit Price shall include all costs associated with installation and reinforcement of the concrete encasement. D- 49 CLAY DAM Clay dam construction shall be performed in accordance with the Wastewater Clay Dam Construction, figure in the Drawings in these Specifications, at locations indicated on the Drawings or as directed by the City. Clay dams shall be keyed into undisturbed soil to make an impervious barrier to reduce groundwater percolation through the pipeline trench. Construction material shall consist of compacted bentonite clay or 2:27 concrete. Payment for work such as forming, placing and finishing shall be subsidiary to the price bid for pipe installation. D- 50 EXPLORATORY EXCAVATION (D-HOLE) The Contractor shall be responsible for verifying the locations of all existing utilities prior to construction, in accordance with item D-6. At locations identified on the drawings, contractor shall conduct an exploratory excavation (D-Hole), to locate and verify the location and elevation of the existing underground utility where it may be in potential conflict with a proposed facility alignment. The exploratory excavation shall be conducted prior to construction of the entire project only at locations denoted on the plans or as directed by the engineer. Contractor shall submit a report of findings (including surveyed elevations of existing conflicting utilities) to the City prior to the start of construction of the entire project. If the contractor determines an existing utility is in conflict with the proposed facility, the contractor shall contact the engineer immediately for appropriate design modifications. The contractor shall make the necessary repairs at the exploratory excavation (D-Hole) to obtain a safe and proper driving surface to ensure the safety of the general public and to meet the approval of the City inspector. The contractor shall be liable for any and all damages incurred due to the exploratory excavation (D-Hole). Payment shall not be made for verification of existing utilities per item D-6. Payment for exploratory excavation (D-Hole), at locations identified on the plans or as directed by the Engineer, shall include full compensation for all materials, excavation, surface restoration, field surveys, and all incidentals necessary to complete the work, shall be the unit price bid. No payment shall be made for exploratory excavation(s) conducted after construction has begun. D- 51 INSTALLATION OF WATER FACILITIES 51.1 Polyvinyl Chloride (PVC) Water Pipe POLYVINYL Chloride Plastic Water Pipe and fittings on this Project shall be in accordance with the material standard contained in the General Contract Documents. Payment for work such as backfill, bedding, blocking, detectable tapes and all other associated appurtenant required, shall be included in the linear foot price bid of the appropriate BID ITEM(S). 51.2 Blocking 02/09/2010 SC-40 PART D - SPECIAL CONDITIONS Concrete blocking on this Project will necessarily be required as shown on the Plans and shall be installed in accordance with the General Contract Documents. All valves shall have concrete blocking provided for supporting. No separate payment will be made for any of the work involved for the item and all costs incurred will be considered to be included in the linear foot bid price of the pipe or the bid price of the valve. 51.3 Type of Casing Pipe 1. WATER: The casing pipe for open cut and bored or tunneled section shall be AWWA C-200 Fabricated Electrically Welded Steel Water Pipe, and shall conform to the provisions of E1-15, E1-5 and E1-9 in Material Specifications of General Contract Documents and Specifications for Water Department Projects. The steel casing pipe shall be supplied as follows: For the inside and outside of casing pipe, coal -tar protective coating in accordance with the requirements of Sec. 2.2 and related sections in AWWA C-203. Touch-up after field welds shall provide coating equal to those specified above. C. Minimum thickness for casing pipe used shall be 0.375 inch. Stainless Steel Casing Spacers (centering style) such as manufactured by Cascade Waterworks Manufacturing Company or an approved equal shall be used on all non - concrete pipes when installed in casing. Installation shall be as recommended by the Manufacturer. 2. SEWER: Boring used on this project shall be in accordance with the material standard E1-15 and Construction standard E2-15 as per Fig. 110 of the General Contract Documents. 3. PAYMENT: Payment for all materials, labor, equipment, excavation, concrete grout, backfill, and incidental work shall be included in the unit price bid per foot. 51.4 Tie -Ins The Contractor shall be responsible for making tie-ins to the existing water mains. It shall be the responsibility of the Contractor to verify the exact location and elevation of the existing line tie-ins. And any differences in locations and elevation of existing line tie-ins between the contract drawings and what may be encountered in the field shall be considered as incidental to construction. The cost of making tie-ins to existing water or sanitary sewer mains shall be included in the linear foot bid price of the pipe. 51.5 Connection of Existing Mains The Contractor shall determine the exact location, elevation, configuration and angulation of existing water or sanitary sewer lines prior to manufacturing of the connecting piece. Any differences in locations, elevation, configuration, and or angulation of existing lines between the contract drawings and what may be encountered in the said work shall be considered as incidental to construction. Where it is required to shut down existing mains in order to make proposed connections, such down time shall be coordinated with the Engineer, and all efforts shall be made to keep this down time to a minimum. In case of shutting down an existing main, the Contractor shall notify the City Project Manager, 02/09/2010 SC-41 PART D - SPECIAL CONDITIONS Construction Services, Phone 817-392-8306, at least 48-hours prior to the required shut down time. The Contractor's attention is directed to Paragraph C5-5.15 INTERRUPTION OF SERVICE, Page C5-5(5), PART C - GENERAL CONDITIONS OF THE WATER DEPARTMENT GENERAL CONTRACT DOCUMENTS AND GENERAL SPECIFICATIONS. The Contractor shall notify the customer both personally and in writing as to the location, time, and schedule of the service interruption. The cost of removing any existing concrete blocking shall be included in the cost of connection. Unless bid separately all cost incurred shall be included in the linear foot price bid for the appropriate pipe size. 51.6 Valve Cut -Ins It may be necessary to cut -in gate valves to isolate the water main from which the extension and/or replacement is to be connected. This may require closing valves in other lines and putting consumers out of service for that period of time necessary to cut in the new valve; the work must be expedited to the utmost and all such cut -ins must be coordinated with the engineer in charge of inspection. All consumers shall be individually advised prior to the shut out and advised of the approximate length of time they may be without service. Payment for work such as backfill, bedding, fittings, blocking and all other associated appurtenants required, shall be included in the price of the appropriate bid items. 51.7 Water Services The relocation, replacement, or reconnection of water services will be required as shown on the plans, and/or as described in these Special Contract Documents in addition to those located in the field and identified by the Engineer. All service's shall be constructed by the contractor utilizing approved factory manufactured tap saddles (when required) and corporation stops, type K copper water tubing, curb stops with lock wings, meter boxes, and if required approved manufactured service branches. All materials used shall be as specified in the Material Standards (E1-17 & E1-18) contained in the General Contract Documents. All water services to be replaced shall be installed at a minimum depth of 36 inches below final grade. All existing 3/4-inch water service lines which are to be replaced shall be replaced with 1- inch Type K copper, 1-inch diameter tap saddle when required, and 1-inch corporation from the main line to the meter box. All services which are to be replaced or relocated shall be installed with the service main tap and service line being in line with the service meter unless otherwise directed by the Engineer. A minimum of 24 hours advance notice shall be given when service interruption will be required as specified in Section C5-5.15 INTERRUPTION OF SERVICE. All water service meters shall be removed, tagged, and collected by the contractor for pickup by the Water Department for reconditioning or replacement. After installation of the water service in the proposed location and receipt of a meter from the project inspector the 02%09/2010 SC-42 PART D - SPECIAL CONDITIONS contractor shall install the meter. The meter box shall be reset as necessary to be flush with existing ground or as otherwise directed by the Engineer. All such work on the outlet side of the service meter shall be performed by a licensed plumber. 1. WATER SERVICE REPLACEMENTS: Water service replacement or relocation is required when the existing service is lead or is too shallow to avoid breakage during street reconstruction. The contractor shall replace the existing service line with Type K copper from the main to the meter, curb stop with lock wings, and corporation stop. Payment for all work and materials such as backfill, fittings, type K copper tubing, curb stop with lock wings, service line adjustment, and any relocation of up to 12-inches from center line existing meter location to center line proposed meter location shall be included in the Linear Foot price bid for Copper Service Line from Main to five (5) feet behind Meter. Any vertical adjustment of customer service line within the 5 foot area shall be subsidiary to the service installation. Payment for all work and materials such as tap saddle (if required), corporation stops, and fittings shall be included in the price bid for Service Taps to Main. 1. WATER SERVICE RECONNECTION: Water service reconnection is required when the existing service is copper and at adequate depth to avoid breakage during street reconstruction. The contractor shall adjust the existing water service line as required for reconnection and furnish a new tap with corporation stop. The contractor will be paid for one (1) Service Tap to Main for each service reconnected plus for any copper service line used in excess of five (5) feet from Main to five (5) feet behind the Meter. 2. WATER SERVICE METER AND METER BOX RELOCATIONS: When the replacement and relocation of a water service and meter box is required and the location of the meter and meter box is moved more than twelve (12) inches, as measured from the center line of the existing meter to location to the center line of the proposed meter location, separate payment will be allowed for the relocation of service meter and meter box. Centerline is defined by a line extended from the service tap through the meter. Only relocations made perpendicular to this centerline will be paid for separately. Relocations made along the centerline will be paid of in feet of copper service line. When relocation of service meter and meter box is required, payment for all work and materials such as backfill, fittings, five (5) feet of type K copper service and all materials, labor, and equipment used by and for the licensed plumber shall be included in the price bid for the service meter relocation. All other costs will be included in other appropriate bid item(s). This item will also be used to pay for all service meter and meter box relocations as required by the Engineer when the service line is not being replaced. Adjustment of only the meter box and customer service line within 5 feet distance behind the meter will not justify separate payment at any time. Locations with multiple service branches will be paid for as one service meter and meter box relocation. 4. NEW SERVICE: When new services are required the contractor shall install tap saddle (when required), corporation stop, type K copper service line, curb stop with lock wings, and meter box. Reinforced plastic meter boxes with cast iron lid shall be provided for all 2 02109/2010 SC-43 PART D - SPECIAL CONDITIONS inch water meters or smaller. The reinforced plastic water meter boxes shall comply with section E1-18A — Reinforced Plastic Water Meter Boxes. Payment for all work and materials such as backfill, fittings, type K copper tubing, and curb stop with lock wings shall be included in the Linear Foot price bid for Service Line from Main to Meter five (5) feet behind the meter. Payment for all work and materials such as tap saddle, corporation stops, and fittings shall be included in the price bid for Service Taps to Mains. Payment for all work and materials such as furnishing and setting new meter box shall be included in the price bid for furnish and set meter box. 1. MULTIPLE SERVICE BRANCHES: When multiple service branches are required the contractor shall furnish approved factory manufactured branches. Payment for multiple service branches will include furnishing and installing the multiple service branch only and all other cost will be included in other appropriate bid item(s). 2. MULTIPLE STREET SERVICE LINES TO SINGLE SERVICE METER: Any multiple service lines with taps servicing a single service meter encountered during construction shall be replaced with one service line that is applicable for the size of the existing service meter and approved by the Engineer. Payment shall be made at the unit bid price in the appropriate bid item(s). 51.8 2-Inch Temporary Service Line A. The 2-inch temporary service main and 3/4-inch service lines shall be installed to provide temporary water service to all buildings that will necessarily be required to have severed water service during said work. The contractor shall be responsible for coordinating the schedule of the temporary service connections and permanent service reconnections with the building owners and the Engineer in order that the work be performed in an expeditious manner. Severed water service must be reconnected within 2 hours of discontinuance of service. A 2-inch tapping saddle and 2-inch corporation stop or 2-inch gate valve with an appropriate fire hydrant adapter fitting shall be required at the temporary service point of connection to the City water supply. The 2-inch temporary service main and 3/4-inch service lines shall be installed in accordance to the attached figures 1, 2 and 3. 2" temporary service line shall be cleaned and sterilized by using chlorine gas or chlorinated lime (HTH) prior to installation. The out -of -service meters shall be removed, tagged and collected by the Contractor for delivery to the Water Department Meter Shop for reconditioning or replacement. Upon restoring permanent service, the Contractor shall re -install the meters at the correct location. The meter box shall be reset as necessary to be flush with the existing ground or as otherwise directed by the Engineer. The temporary service layout shall have a minimum available flow rate of 5 GPM at a dynamic pressure of 35 PSI per service tap. This criteria shall be used by the Contractor to determine the length of temporary service allowed, number of service taps and number of feed points. 02/09/2010 SC-44 PART D - SPECIAL CONDITIONS When the temporary service is required for more than one location the 2-inch temporary service pipes, 3/4-inch service lines and the 2-inch meter shall be moved to the next successive project location. Payment for work such as fittings, 3/4-inch service lines, asphalt, barricades, all service connections, removal of temporary services and all other associated appurtenants required, shall be included in the appropriate bid item. B. In order to accurately measure the amount of water used during construction, the Contractor will install a fire hydrant meter for all temporary service lines. Water used during construction for flushing new mains that cannot be metered from a hydrant will be estimated as accurately as possible. At the pre -construction conference the contractor will advise the inspector of the number of meters that will be needed along with the locations where they will be used. The inspector will deliver the hydrant meters to the locations. After installation, the contractor will take full responsibility for the meters until such time as the contractor returns those meters to the inspector. Any damage to the meters will be the sole responsibility of the contractor. The Water Department Meter Shop will evaluate the condition of the meters upon return and if repairs are needed the contractor will receive an invoice for those repairs. The issued meter is for this specific project and location only. Any water that the contractor may need for personal use will require a separate hydrant meter obtained by the Contractor, at its cost, from the Water Department. 51.9 Purging and Sterilization of Water Lines Before being placed into service all newly constructed water lines shall be purged and sterilized in accordance with E2-24 of the General Contract Documents and Specifications except as modified herein. The City will provide all water for INITIAL cleaning and sterilization of water lines. All materials for construction of the project, including appropriately sized "pipe cleaning pigs", chlorine gas or chlorinated lime (HTH) shall be furnished by the Contractor. Chlorinated lime (HTH) shall be used in sufficient quantities to provide a chlorine residual of fifty (50) PPM. The residual of free chlorine shall be measured after 24 hours and shall not be less than 10 parts per million of free chlorine. Chlorinated water shall be disposed of in the sanitary sewer system. Should a sanitary sewer not be available, chlorinated water shall be "de -chlorinated" prior to disposal. The line may not be placed in service until two successive sets of samples, taken 24 hours apart, have met the established standards of purity. Purging and sterilization of the water lines shall be considered as incidental to the project and all costs incurred will be considered to be included in the linear foot bid price of the pipe. 51.10 Work Near Pressure Plane Boundaries Contractor shall take note that the water line to be replaced under this contract may cross or may be in close proximity to an existing pressure plane boundary. Care shall be taken to ensure all "pressure plane" valves installed are installed closed and no cross connections are made between pressure planes 51.11 Water Sample Station GENERAL: All water sampling station installations will be per attached Figure 34 or as required in large water meter vaults as per Figure 33 unless otherwise directed by the Engineer. 02/09/2010 SC-45 PART D - SPECIAL CONDITIONS 11. Within 24 hours, prune flush with ground and backfill any exposed roots due to construction activity. Cover with wood chips of mulch in order to equalize soil temperature and minimize water loss due to evaporation. 12. Limit any grading work within conservation areas to 3-inch maximum cut or fill, with no roots over 1-inch diameter being cut unless cut by hand or cut by specified methods, equipment and protection. E. MULCHING: Apply 2-inches to 4-inches of wood chips from trimming or clearing operation on areas designated by the Engineer. F. Tree Pruning shall be considered subsidiary to the project contract price. D- 56 TREE REMOVAL Trees to be removed shall be removed using applicable methods, including stump and root ball removal, loading, hauling and dumping. Extra caution shall be taken to not disrupt existing utilities both overhead and buried. The Contractor shall immediately repair or replace any damage to utilities and private property including, but not limited to, water and sewer services, pavement, fences, walls, sprinkler system piping, etc., at no cost to the Owner. All costs for tree removal, including temporary service costs, shall be considered subsidiary to the project contract price and no additional payment will be allowed. D- 57 TEST HOLES The matter of subsurface exploration to ascertain the nature of the soils, including the amount of rock, if any, through which this pipeline installation is to be made is the responsibility of any and all prospective bidders, and any bidder on this project shall submit his bid under this condition. Whether prospective bidders perform this subsurface exploration jointly or independently, and whether they make such determination by the use of test holes or other means, shall be left to the discretion of such prospective bidders. If test borings have been made and are provided for bidder's information, at the locations shown on the logs of borings in the appendix of this specification, it is expressly declared that neither the City nor the Engineer guarantees the accuracy for the information or that the material encountered in excavations is the same, either in character, location, or elevation, as shown on the boring logs. It shall be the responsibility of the bidder to make such subsurface investigations, as he deems necessary to determine the nature of the material to be excavated. The Contractor assumes all responsibility for interpretation of these records and for making and maintaining the required excavation and of doing other work affected by the geology of the site. The cost of all rock removal and other associated appurtenances, if required, shall be included in the linear foot bid price of the pipe. D- 58 PUBLIC NOTIFICATION PRIOR TO BEGINNING CONSTRUCTION AND NOTIFICATION OF TEMPORARY WATER SERVICE INTERRUPTION DURING CONSTRUCTION Prior to beginning construction on any block in the project, the contractor shall, on a block by block basis, prepare and deliver a notice or flyer of the pending construction to the front door of each residence or business that will be impacted by construction. The notice shall be prepared as follows: 02%09/2010 SC-48 PART D - SPECIAL CONDITIONS The notification notice or flyer shall be posted seven (7) days prior to beginning any construction activity on each block in the project area. The flyer shall be prepared on the Contractor's letterhead and shall include the following information: Name of Project, City Project No (CPN)., Scope of Project (i.e. type of construction activity), actual construction duration within the block, the name of the contractor's foreman and his phone number, the name of the City's inspector and his phone number and the City's after-hours phone number. A sample of the 'pre -construction notification' flyer is attached. The contractor shall submit a schedule showing the construction start and finish time for each block of the project to the inspector. In addition, a copy of the flyer shall be delivered to the City Inspector for his review prior to being distributed. The contractor will not be allowed to begin construction on any block until the flyer is delivered to all residents of the block. In the event it becomes necessary to temporarily shut down water service to residents or businesses during construction, the contractor shall prepare and deliver a notice or flyer of the pending interruption to the front door of each affected resident. The notice shall be prepared as follows: The notification or flyer shall be posted twenty-four (24) prior to the temporary interruption. The flyer shall be prepared on the contractor's letterhead and shall include the following information: Name of the project, City Project Number, the date of the interruption of service, the period the interruption will take place, the name of the contractor's foreman and his phone number and the name of the City's inspector and his phone number. A sample of the temporary water service interruption notification is attached. A copy of the temporary interruption notification shall be delivered to the inspector for his review prior to being distributed. The contractor shall not be permitted to proceed with interruption of water service until the flyer has been delivered to all affected residents and businesses. Electronic versions of the sample flyers can be obtained from the Project Construction Inspector.. All work involved with the notification flyers shall be considered subsidiary to the contract price and no additional compensation shall be made. D- 59 TRAFFIC BUTTONS The removal and replacement of traffic buttons is the responsibility of the contractor and shall be considered a subsidiary item. In the event that the contractor prefers for the Signals, Signs and Markings Division (SSMD) of the Transportation/Public Works Department to install the markings, the contractor shall contact SSMD at (817) 392-8770 and shall reimburse SSMD for all costs incurred, both labor and material. No additional compensation shall be made to the contractor for this reimbursement. D- 60 SANITARY SEWER SERVICE CLEANOUTS Whenever a sanitary sewer service line is installed or replaced, the Contractor shall install a two- way service cleanout as shown in the attached detail. Cleanouts are to be installed out of high traffic areas such as driveways, streets, sidewalks, etc. whenever possible. When it is not possible, the cleanout stack and cap shall be cast iron. 02/09/2010 SC-49 PART D - SPECIAL CONDITIONS Payment for all work and materials necessary for the installation of the two-way service cleanout which are required to provide a complete and functional sanitary sewer cleanout shall be included in the price bid for Sanitary Sewer Service Cleanouts. D- 61 TEMPORARY PAVEMENT REPAIR The Contractor shall provide a temporary pavement repair immediately after trench backfill and compaction using a minimum of 2-inches of hot mix asphalt over a minimum of 6-inches of compacted flex base. The existing asphalt shall be saw cut to provide a uniform edge and the entire width and length of the temporary repair shall be rolled with a steel asphalt roller to provide smooth rideability on the street as well as provide a smooth transition between the existing pavement and the temporary repair. Cost of saw cutting shall be subsidiary to the temporary pavement repair pay item. The contractor shall be responsible for maintaining the temporary pavement until the paving contractor has mobilized. The paving contractor shall assume maintenance responsibility upon such mobilization. No additional compensation shall be made for maintaining the temporary pavement. D- 62 CONSTRUCTION STAKES The City, through its Surveyor or agent, will provide to the Contractor construction stakes or other customary method of markings as may be found consistent with professional practice, establishing line and grades for roadway and utility construction, and centerlines and benchmarks for bridgework. These stakes shall be set sufficiently in advance to avoid delay whenever practical. One set of stakes shall be set for all utility construction (water, sanitary sewer, drainage etc.), and one set of excavation/or stabilization stakes, and one set of stakes for curb and gutter/or paving. It shall be the sole responsibility of the Contractor to preserve, maintain, transfer, etc., all stakes furnished until completion of the construction phase of the project for which they were furnished. If the City or its agent determines that a sufficient number of stakes or markings provided by the City, have been lost, destroyed, or disturbed, to prevent the proper prosecution and control of the work contracted for in the Contract Documents, it shall be the Contractor's responsibility, at the Contractor's sole expense, to have such stakes replaced by an individual registered by the Texas Board of Professional Land Surveyor as a Registered Land Surveyor. No claims for delay due to lack of replacement of construction stakes will be accepted, and time will continue to be charged in accordance with the Contract Documents. D- 63 EASEMENTS AND PERMITS The performance of this contract requires certain temporary construction, right -of -entry agreements, and/or permits to perform work on private property. The City has attempted to obtain the temporary construction and/or right -of -entry agreements for properties where construction activity is necessary on City owned facilities, such as sewer lines or manholes. For locations where the City was unable to obtain the easement or right -of -entry, it shall be the Contractor's responsibility to obtain the agreement prior to beginning work on subject property. This shall be subsidiary to the contract. The agreements, which the City has obtained, are available to the Contractor for review by contacting the consultant who distributes the plans for the project. Also, it shall be the responsibility of the Contractor to obtain written permission from property owners to perform such work as cleanout repair and sewer service replacement on private property. Contractor shall adhere to all requirements of Paragraph C6-6.10 of the General 02109/2010 SC-50 PART D - SPECIAL CONDITIONS Contract Documents. The Contractor's attention is directed to the agreement terms along with any special conditions that may have been imposed on these agreements, by the property owners. The easements and/or private property shall be cleaned up after use and restored to its original condition or better. In event additional work room is required by the Contractor, it shall be the Contractor's responsibility to obtain written permission from the property owners involved for the use of additional property required. No additional payment will be allowed for this item. The City has obtained the necessary documentation for railroad and/or highway permits required for construction of this project. The Contractor shall be responsible for thoroughly reviewing, understanding and complying with all provisions of such permits, including obtaining the requisite insurance, and shall pay any and all costs associated with or required by the permit(s). It is the Contractor's responsibility to provide the required flagmen and/or provide payment to the appropriate railroad/agency for all flagmen during construction in railroad/agency right-of-way. For railroad permits, any and all railroad insurance costs and any other incidental costs necessary to meet the conditions associated with permit(s) compliance, including payment for flagmen, shall be included in the lump sum pay bid item for "Associated Costs for Construction within Railroad / Agency Right-of-way". No additional compensation shall be allowed on this pay item. D- 64 PRE -CONSTRUCTION NEIGHBORHOOD MEETING After the pre -construction conference has been held but before construction is allowed to begin on this project a public meeting will be held at a location to be determined by the Engineer. The contractor, inspector, and project manager shall meet with all affected residents and present the projected schedule, including construction start date, and answer any construction related questions. Every effort will be made to schedule the neighborhood meeting within the two weeks following the pre -construction conference but in no case will construction be allowed to begin until this meeting is held. D- 65 WAGE RATES Compliance with and Enforcement of Prevailing Wage Laws Duty to pay Prevailing Waae Rates. The contractor shall comply with all requirements of Chapter 2258, Texas Government Code (Chapter 2258), 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. 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. 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 02/09/2010 SC-51 PART D - SPECIAL CONDITIONS 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. 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 do not resolve the issue by agreement before the 15th day after the date the City makes its initial determination pursuant to paragraph (c) above. If the persons required to arbitrate under this section do not agree on an arbitrator before the 11th day after the date that arbitration is required, a district court shall appoint an arbitrator on the petition of any of the persons. The City is not a party in the arbitration. The decision and award of the arbitrator is final and binding on all parties and may be enforced in any court of competent jurisdiction. 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 the Audit section of these contract documents shall pertain to this inspection. Pav Estimates. With each partial payment estimate 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. Posting of Wage Rates. The contractor shall post the prevailing wage rates in a conspicuous place at the site of the project at all times. 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. (Wage rates are attached at the end of this section.) (Attached) D- 66 REMOVAL AND DISPOSAL OF ASBESTOS CEMENT PIPE A. It is the intent of the City of Fort Worth to comply with the requirements of the Asbestos National Emissions Standards for Hazardous Air Pollutants (NESHAP) found at 40 CFR Part 61, Subpart M. This specification will establish procedures to be used by all Excavators in the removal and disposal of asbestos cement pipe (ACP) in compliance with 02/09/2010 SC-52 PART D - SPECIAL CONDITIONS NESHAP. Nothing in this specification shall be construed to void any provision of a contract or other law, ordinance, regulation or policy whose requirements are more stringent. B. ACP is defined under NESHAP as a Category II, non -friable material in its intact state but which may become friable upon removal, demolition and/or disposal. Consequently, if the removal/ disposal process renders the ACP friable, it is regulated under the disposal requirements of 40 CFR 61.150. A NESHAP notification must be filed with the Texas Department of Health. The notification must be filed at least ten days prior to removal of the material. If it remains in its non - friable state, as defined by the NESHAP, it can be disposed as a conventional construction waste. The Environmental Protection Agency (EPA) defines friable as material, when dry, which may be crumbled, pulverized or reduced to powder by hand pressures. C. The Generator of the hazardous material is responsible for the identification and proper handling, transportation, and disposal of the material. Therefore, it is the policy of the City of Fort Worth that the Excavator is the Generator regardless of whether the pipe is friable or not. D. It is the intent of the City of. Fort Worth that all ACP shall be removed in such careful and prudent manner that it remains intact and does not become friable. The Excavator is responsible to employ those means, methods, techniques and sequences to ensure this result. E. Compliance with all aspects of worker safety and health regulations including but not limited to the OSHA Asbestos Standard is the responsibility of the Excavator. The City of Fort Worth assumes no responsibility for compliance programs, which are the responsibility of the Excavator. (Copy of forms attached) F. The removal and disposal of ACP shall be subsidiary to the cost of installing the new pipe unless otherwise stated or indicated on the project plans or contract documents. D-67 STORM WATER POLLUTION PREVENTION (FOR DISTURBED AREAS GREATER THAN 1 ACRE) PERMIT: As defined by Texas Commission on Environmental Quality (TCEQ) regulations, a Texas Pollutant Discharge Elimination System (TPDES) General Construction Permit is required for all construction activities that result in the disturbance of one to five acres (Small Construction Activity) or five or more acres of total land (Large Construction Activity). The contractor is defined as an "operator" by state regulations and is required to obtain a permit. Information concerning the permit can be obtained through the Internet at http://www.tnrcc.state.tx.us/permitting/water perm/wwperm/construct.html. Soil stabilization and structural practices have been selected and designed in accordance with North Central Texas Council of Governments Best Management Practices and Erosion Control Manual for Construction Activities (BMP Manual). This manual can be obtained through the Internet at www.dfwstormwater.com/runoff.html. Not all of the structural controls discussed in the BMP Manual will necessarily apply to this project. Best Management Practices are construction management techniques that, if properly utilized, can minimize the need for physical controls and possible reduce costs. The methods of control shall result in minimum sediment retention of not less than 70%. 02/09/2010 SC-53 PART D - SPECIAL CONDITIONS NOTICE OF INTENT (NOI): If the project will result in a total land disturbance equal to or greater than 5 acres, the contractor shall sign at the pre -construction meeting a TCEQ Notice of Intent (NOI) form prepared by the engineer. It serves as a notification to the TCEQ of construction activity as well as a commitment that the contractor understands the requirements of the permit for storm water discharges from construction activities and that measures will be taken to implement and maintain storm water pollution prevention at the site. The NOI shall be submitted to the TCEQ at least 48 hours prior to the contractor moving on site and shall include the required $100 application fee. The NOI shall be mailed to: Texas Commission on Environmental Quality Storm Water & General Permits Team; MC-228 P.O. Box 13087 Austin, TX 78711-3087 A copy of the NOI shall be sent to: City of Fort Worth Department of Environmental Management 5000 MLK Freeway Fort Worth, TX 76119 NOTICE OF TERMINATION (NOT): For all sites that qualify as Large Construction Activity, the contractor shall sign, prior to final payment, a TCEQ Notice of Termination (NOT) form prepared by the engineer. It serves as a notice that the site is no longer subject to the requirement of the permit. The NOT should be mailed to: Texas Commission on Environmental Quality Storm Water & General Permits Team; MC-228 P.O. Box 13087 Austin, TX 78711-3087 STORM WATER POLLUTION PREVENTION PLAN (SWPPP): A document consisting of an erosion control and toxic waste management plan and a narrative defining site parameters and techniques to be employed to reduce the release of sediment and pollution from the construction site. Copies of the project SWPPP's are available for viewing at the office of the Consultant disbursing the plans for the project. The selected Contractor shall be provided with three copies of the SWPPP after award of contract, along with unbounded copies of all forms to be submitted to the Texas Commission on Environmental Quality. LARGE CONSTRUCTION ACTIVITY — DISTURBED AREA EQUAL TO OR GREATER THAN 5 ACRES: A Notice of Intent (NOI) form shall be completed and submitted to the TCEQ including payment of the TCEQ required fee. A SWPPP that meets all TCEQ requirements prepared by the Engineer shall be prepared and implemented at least 48 hours before the commencement of construction activities. The SWPPP shall be incorporated into in the contract documents. The contractor shall submit a schedule for implementation of the SWPPP. Deviations from the plan must be submitted to the engineer for approval. The SWPPP is not warranted to meet all the conditions of the permit since the actual construction activities may vary from those anticipated during the preparation of the SWPPP. Modifications may be required to fully conform to the requirements of the Permit. The contractor must keep a copy of the most current SWPPP at the construction site. Any alterations to the SWPPP proposed by the contractor must be prepared and 02/09/2010 SC-54 PART D - SPECIAL CONDITIONS submitted by the contractor to the engineer for review and approval. A Notice of Termination (NOT) form shall be submitted within 30 days after final stabilization has been achieved on all portions of the site that is the responsibility of the permittee, or, when another permitted operator assumes control over all areas of the site that have not been finally stabilized. SMALL CONSTRUCTION ACTIVITY - DISTURBED AREA EQUAL TO OR GREATER THAN ONE ACRE BUT LESS THAN FIVE ACRES: Submission of a NOI form is not required. However, a TCEQ Site Notice form must be completed and posted at the site. A copy of the completed Site Notice must be sent to the City of Fort Worth Department of Environmental Management at the address listed above. A SWPPP, prepared as described above, shall be implemented at least 48 hours before the commencement of construction activities. The SWPPP must include descriptions of control measures necessary to prevent and control soil erosion, sedimentation and water pollution and will be included in the contract documents. The control measures shall be installed and maintained throughout the construction to assure effective and continuous water pollution control. The controls may include, but not be limited to, silt fences, straw bale dikes, rock berms, diversion dikes, interceptor swales, sediment traps and basins, pipe slope drain, inlet protection, stabilized construction entrances, seeding, sodding, mulching, soil retention blankets, or other structural or non-structural storm water pollution controls. The method of control shall result in a minimum sediment retention of 70% as defined by the NCTCOG "BMP Manual." Deviations from the proposed control measures must be submitted to the engineer for approval. PAYMENT FOR SWPPP IMPLEMENTATION: Payment shall be made per lump sum as shown on the proposal as full compensation for all items contained in the project SWPPP. D-68 COORDINATION WITH THE CITY'S REPRESENTATIVE FOR OPERATIONS OF EXISTING WATER SYSTEMS It is the Contractor's responsibility to coordinate any event that will require connecting to or the operation of an existing City water line system with the City's representative. The Contractor may obtain a hydrant water meter from the Water Department for use during the life of named project. In the event the Contractor requires that a water valve on an existing live system be turned off and on to accommodate the construction of the project, the Contractor must coordinate this activity through the appropriate City representative. The Contractor shall not operate water line valves of existing water system. Failure to comply will render the Contractor in violation of Texas Penal Code Title 7, Chapter 28.03 (Criminal Mischief) and the Contractor will be prosecuted to the full extent of the law. In addition, the Contractor will assume all liabilities and responsibilities as a result of these actions. D-69 ADDITIONAL SUBMITTALS FOR CONTRACT AWARD The City reserves the right to require any pre -qualified contractor who is the apparent low bidder(s) for a project to submit such additional information as the City, in sole discretion may require, including but not limited to manpower and equipment records, information about key personnel to be assigned to the project, and construction schedule, to assist the City in evaluating and assessing the ability of the apparent low bidder(s) to deliver a quality product and successfully complete projects for the amount bid within the stipulated time frame. Based upon the City's assessment of the submitted information, a recommendation regarding the award of a contract will be made to the City Council. Failure to submit the additional information if requested may be 02/09/2010 SC-55 PART D - SPECIAL CONDITIONS grounds for rejecting the apparent low bidder as non -responsive. Affected contractors will be notified in writing of a recommendation to the City Council. D-70 EARLY WARNING SYSTEM FOR CONSTRUCTION Time is of the essence in the completion of this contract. In order to insure that the contractor is responsive when notified of unsatisfactory performance and/or of failure to maintain the contract schedule, the following process shall be applicable: The work progress on all construction projects will be closely monitored. On a bi-monthly basis the percentage of work completed will be compared to the percentage of time charged to the contract. If the amount of work performed by the contractor is less than the percentage of time allowed by 20% or more (example: 10% of the work completed in 30% of the stated contract time as may be amended by change order), the following proactive measures will be taken: 1. A letter will be mailed to the contractor by certified mail, return receipt requested demanding that, within 10 days from the date that the letter is received, it provide sufficient equipment, materials and labor to ensure completion of the work within the contract time. In the event the contractor receives such a letter, the contractor shall provide to the City an updated schedule showing how the project will be completed within the contract time. 2. The Project Manager and the Directors of Water Department, and Department of Transportation and Public Works will be made aware of the situation. If necessary, the City Manager's Office and the appropriate city council members may also be informed. 3. Any notice that may, in the City's sole discretion, be required to be provided to interested individuals will distributed by the Water Department's Public Information Officer. 4. Upon receipt of the contractor's response, the appropriate City departments and directors will be notified. The Water Department's Public Information Officer will, if necessary, then forward updated notices to the interested individuals. 5. If the contractor fails to provide an acceptable schedule or fails to perform satisfactorily a second time prior to the completion of the contract, the bonding company will be notified appropriately. D-71 AIR POLLUTION WATCH DAYS The Contractor shall be required to observe the following guidelines relating to working on City construction sites on days designated as "AIR POLLUTION WATCH DAYS". Typically, the OZONE SEASON, within the Metroplex area, runs from May 1, through OCTOBER 31, with 6:00 a.m. - 10:00 a.m. being critical BECAUSE EMISSIONS FROM THIS TIME PERIOD HAVE ENOUGH TIME TO BAKE IN THE HOT ATMOSPHERE THAT LEADS TO EARLY AFTERNOON OZONE FORMATION. . 02/09/2010 SC-56 PART D - SPECIAL CONDITIONS The Texas Commission on Environmental Quality (TCEQ), in coordination with the National Weather Service, will issue the Air Pollution Watch by 3:00 p.m. on the afternoon prior to the WATCH day. On designated Air Pollution Watch Days, the Contractor shall bear the responsibility of being aware that such days have been designated Air Pollution Watch Days and as such shall not begin work until 10:00 a.m. whenever construction phasing requires the use of motorized equipment for periods in excess of 1 hour. However, the Contractor may begin work prior to 10:00 a.m. if use of motorized equipment is less than 1 hour, or if equipment is new and certified by EPA as "Low Emitting", or equipment burns Ultra Low Sulfur Diesel (ULSD), diesel emulsions, or alternative fuels such as CNG. If the Contractor is unable to perform continuous work for a period of at least seven hours between the hours of 7:00 a.m. - 6:00 p.m., on a designated Air Pollution Watch Day, that day will be considered as a weather day and added onto the allowable weather days of a given month. D-72 FEE FOR STREET USE PERMITS AND RE -INSPECTIONS Contractor is required to secure a Street Use Permit, issued by the City of Fort Worth Transportation and Public Works Permit Center (817-392-6594) prior to any work in public right of way. Permit will not be issued without a traffic control plan sealed and signed by a registered professional engineer licensed to practice in the State of Texas. Failure to acquire the proper permit and permission may result in a fine of $500/day to the contractor performing the work. Payment by the contractor for all Street Use Permits shall be considered subsidiary to the contract cost and no additional compensation shall be made. 02/09/2010 END OF PART D - SPECIAL CONDITIONS SC-57 PART D - SPECIAL CONDITIONS (To be printed on Contractor's Letterhead) Date: CPN No.: Project Name: Mapsco Location: Limits of Construction: THIS IS TO INFORM YOU THAT UNDER A CONTRACT WITH THE CITY OF FORT WORTH, OUR COMPANY WILL WORK ON WATER AND / OR SEWER LINES ON OR AROUND YOUR PROPERTY. CONSTRUCTION WILL BEGIN APPROXIMATELY SEVEN DAYS FROM THE DATE OF THIS NOTICE. IF YOU HAVE QUESTIONS ABOUT ACCESS, SECURITY, SAFETY OR ANY OTHER ISSUE, PLEASE CALL: Mr. <CONTRACTOR'S SUPERINTENDENT> AT <TELEPHONE NO.> OR Mr. <CITY INSPECTOR> AT < TELEPHONE NO.> AFTER 4:30 PM OR ON WEEKENDS, PLEASE CALL (817) 392 8306 PLEASE KEEP THIS FLYER HANDY WHEN YOU CALL 02/09/2010 SC-58 Date: PART D - SPECIAL CONDITIONS FORT WORTH DOE HO. XXXX Project Name: NOTICE OF TEMPORARY WATER SERVICE INTERRUPTION DUE TO UTILITY IMPROVEMENTS IN YOUR NEIGHBORHOOD, YOUR WATER SERVICE WILL BE INTERRUPTED ON BETWEEN THE HOURS OF AND IF YOU HAVE QUESTIONS ABOUT THIS SHUT -OUT, PLEASE CALL: MR. AT (CONTRACTORS SUPERINTENDENT) (TELEPHONE NUMBER) OR MR. AT (CITY INSPECTOR) (TELEPHONE NUMBER) THIS INCONVENIENCE WILL BE AS SHORT AS POSSIBLE. THANK YOU, ,CONTRACTOR 02/09/2010 SC-59 PART D - SPECIAL CONDITIONS F TEXAS DEPARTMENT OF HEALTH 0 r NOTE: CIRCLE iTEMS THAT ARE AMENDED 0 ff 1) Abatement Contractor Address • Office Phone Number: ( 1 o Site Supervisor: U Slte Supervisor: s Trained On -Site NE$HAP 1ndlvidual:,_,__ e. O Demolition Contractor: n 1 y 0 T A H P A N s H A p Address; City: 2) Project Consultant or Operator: Mailing Address:. . Slate: Zip: 3) Facility Owner. Attention: Meiling Address: City: State: 'Note: The invoice ter the notification foe will be sent to obtained from the Information that 1s provided In this as 4) Description or Facility Name_ Physical Address: Facility Phone Number( ) Description of Area/Room Number: Prior Use: Age of Building/Facility: DEMOLITION1 RENOVATION NOTIFICATION JORIVI NOTIFICATION# TDH License Number. State: . Zip: Joh Site Phone Number; TDH License Number. TDH License Number Certification Date: City: Office Phone Number( )_ Stale: Zip: TDH License Number: Office Phone Number: l 5 Zip: Owner Phone , umber(__)____ the owner of the bultdl 1g and the lllirw(3 addomt invoke for tho invoe will be ctton- County: City: Facdity Contact Person: - Future Use: Size. Number of Floors: Zip:, _. School (IC =12): D YES 17 NO ❑ 5) Type of Work: 0 Demolition 0 Renovation (Abatement) 0 Annual Censplidated T Work will be during: 0 Day 0 Evening ❑ Night 0 Phased Prejnol O Description of work schedule: H 6) Is this a Public Building? a YES D NO Federal Facility? 0 YES 0 NO Industrial Site? 0 YES Ci NO NESHAP-only Facility? ❑ YES 0 NO Is Building/Facility+ Occupied? Cl YES i_I NO 7) Notification Type CHECK ONLY ONE ✓ ❑ Original (10 Working Days) 7 Cancellation to Amendment 0 Emergency/Ordered i a;' ti ii 7 Ii this is an amandrnant, which amendment number is this?_ (Enclose copy of original and/or last amendment) If an emergency, who did you talk with at TDH? Emergencylt: Date and Hour of Emergency (HH(h1fi+t?DDIYY): Description of the sudden, unexpected event and explanation of how the event caused unsafe conditions or Would cause equipment damage (computers, machinery, etc o 9) Description of procedures to be followed In the event that unexpected asbestos is found or previously non -friable Y asbestos material becomes crumbled. pulverized. or reduced to powder; 02/09/2010 9) Was en Asbestos survey performed? 0 YES D NO Dale: 1 1 TDH Inspector License No: Analytical Melhod; 0 PLM 0 TEM 0 Assumed TDH Laboratory License No: (For TAHPA (public building) projects: an assumption must be made by a TDH Licensed Inspector) 10) Description of planned demolition or renovation work, type of material, and method(s) to be used; 11) Description of work practices and engineering oontrots to be used to prevent emissions or asbestos at the demolitkrnlrenovallon: SC-60 PART D - SPECIAL CONDITIONS 12) ALL applicable Items In the following table must be completed: IF NO ASBESTOS PRESENT CHECK HERE - I Approximate amount of Check unit of measurement Asbestos -Containing Building Material ,Asbestos Type Ln Ln SQ SC)Cu Cu Pipes Surface Area Ft M Ft M Ft RACM Eo ba removed RACM NOT removed __Interior Category 1 non -friable removed Exterior Category I non -friable removed Category 1 non -friable NOT removed _Interior Category 11 non -friable removed Exterior Category 11 non -friable removed Cateslory II non -friable NOT remok.,ed RACM 0tf-Facility Component 13) WasteTransporler Name: Address: Cantaet Perscn' City: 14) Waste Disposal Site Name: Address: City: Telephone: (.- .) TNRCC Permit Number: TOH License Number. State: Phone Number: t ) State: Zip; 1 S) For structurally unsound facilities, attach a copy of demoli1 on order and identify [3ovemmentel Official below: Name: _ Registration No: - Mlle; Date of order (MMJ1D JYY) . - $ - . 1 Date order to begin (MMIOD/YY) l / 16) Scheduled Dates of Asbestos Abatement (ArMM)DDJYY) start / / Complete: / 1 17) Scheduled Dates Dernolilfon/Renovatikn (MM1DD/YY) Start: l / Complete: 1 1 t` Note: If the start date on This connection can not Fa mot, t1io TDH Regional or Local Program office West be contacted by phone prior to the start date. Failure to do so is avtolatlon In accordance to TAHPA, Sest1on 295.51. 1 hereby certify that all Information I have provided Is correct, complete. and true is the best of my knowledge. I acknowledge that I am responsible for all aspects of the nrstification form, including, but not limiting, content and submission dates. The maximum penalty is S10.000 per day per violation. (Signature of Building Owner/ Operator (Printed Name) (Date) (Telephone) or -Delegated Consultant/Contractor) d 1 (Fax Number) MAIL TO: *Pexos arm not accuptod" ASBESTOS NOTIFICATION SECTION TOXIC SUeSTANCFS CONTROL DIVISION TEXAS DEPARTMENT OF FICAL`fH PO BOX 14353$ AUSTIN, TX 78714-3.53tB PH: 512-133d-8600,1-S40-'a72- 4 "Faxes aro not accepted* Form AF'130, doted 07/292 Replaces TDtl form datadO7112/Di. For assistance in completing form, call 1-800-572 554e 02/09/2010 SC-61 PART D - SPECIAL CONDITIONS 02/09/2010 SC-62 PART D - SPECIAL CONDITIONS City of Fort Worth - Highway (Heavy) Construction Prevailing Wage Rates For 2003 Classifications Hourly Rates Air Tool Operator $10.06 Asphalt Raker $13.99 Asphalt Shoveler $8.80 Asphalt Distributor Operator $13.99 Asphalt Paving Machine Operator $12.78 Batching Plant Weigher $14.15 Broom or Sweeper Operator $0.88 Bulldozer Operator $13.22 Carpenter (Rough) $12.80 Concrete Finisher- Paving $12.85 Concrete Finisher -Structures $13.27 Concrete Paving Curbing Math. Oper. $12.00 Concrete Paving Finishing Mach. Oper. $13.63 Concrete Paving Joint Sealer Oper. $12.50 Concrete Paving Saw Oper. $13.56 Concrete Paving Spreader Oper. $14.50 Concrete Rubber $10.61 Crane, Clamshell, Backhoe, Derrick, Draghne, Shovel $14.12 Electrician $18.12 Flagger $B_43 Form Builder- Structures $11.63 Form Setter- Paving & Curbs $11.83 Foundation Drill Operator, Crawler Mounted $13.67 Foundation Drill Operator, Truck Mounted $10.30 Front End Loader $12.62 Laborer- Common $0.18 Laborer- Utility $10.65 Mechanic $16.97 Milling Machine Operator, Fine Gnsde $11.8-3 Mixer +? erator $11.58 Motor parader Operator (Fine Grade) $15.20 Motor Grader Operator, Rough Oiler $14.50 Painter, Structures $13.17 Pavement Marking Machine Oper_ $10.134 Pipe Layer $11.04 Roller, Steel Wheel Plant- Mix Pavements $11_2.9 Roller, Steel Wheel Other Flahvheel or Tamping $10.92 Roller, Pneumatic, Self -Propelled Scraper $11.07 Reinforcing Steel Setter (Paving) $14.85 Reinforcing Steel Setter trueture) $1620 Source is AGC of Texas (Hwy. !stir/, Utilities Industrial Branch) www.access.gpogovidavisbaconl 02/09/2010 SC-63 Classifications Hrly Rts Scraper Operator $11.42 Servicer $12.32 Slip Form Machine Operator £12 33 Spreader Box Operator $10.92 Tractor operator, Crawler Type $12.60 Tractor operator, Pneumatic $12.91 Traveling Mixer Operator 512.03 Truck Driver- Single Axle (Light) $10.91 Truck Driver- Single Axle (Heavy) $11.47 Truck Driver- Tandem Axle Semi -Trailer $11.75 Truck Driver- Lowboy/Float $14.93 Truck Driver- Transit Mix $12.08 Wagon Drill, Boring Machine, Post Hole Driller S 14.00 Welder $13.57 Work Zone Barricade Servicer $10.09 PART DA - ADDITIONAL SPECIAL CONDITIONS DA-1 AWARD OF CONTRACT FOR PROJECTS WITH MULTIPLE UNITS (OMIT) 4 DA-2 PIPELINE REHABILITATION CURED -IN -PLACE PIPE 4 DA-3 PIPE ENLARGEMENT SYSTEM 9 DA-4 FOLD AND FORM PIPE (OMIT) 17 DA-5 SLIPLINING (OMIT) 17 DA-6 PIPE INSTALLED BY OTHER THAN OPEN CUT 17 DA-7 TYPE OF CASING PIPE 20 DA-8 SERVICE LINE POINT REPAIR / CLEANOUT REPAIR 21 DA-9 PROTECTIVE MANHOLE COATING FOR CORROSION PROTECTION 24 DA-10 MANHOLE REHABILITATION 26 DA-11 SURFACE PREPARATION FOR MANHOLE REHABILITATION 36 DA-12 INTERIOR MANHOLE COATING - MICROSILICATE MORTAR SYSTEM (OMIT) 38 DA-13 INTERIOR MANHOLE COATING - QUADEX SYSTEM (OMIT) 38 DA-14 INTERIOR MANHOLE COATING - SPRAY WALL SYSTEM 38 DA-15 INTERIOR MANHOLE COATING - RAVEN LINING SYSTEM 40 DA-16 INTERIOR MANHOLE COATING: PERMACAST SYSTEM WITH EPDXY LINER (OMIT) 43 DA-17 INTERIOR MANHOLE COATING -STRONG -SEAL -SYSTEM (OMIT) 43 DA-18 RIGID FIBERGLASS MANHOLE LINERS (OMIT) 43 DA-19 PVC LINED CONCRETE WALL RECONSTRUCTION (OMIT) 43 DA-20 PRESSURE GROUTING 43 DA-21 VACUUM TESTING OF REHABILITATED MANHOLES (OMIT) 47 DA-22 FIBERGLASS MANHOLES (OMIT) 47 DA-23 LOCATION AND EXPOSURE OF MANHOLES AND WATER VALVES (OMIT) 47 DA-24 REPLACEMENT OF CONCRETE CURB AND GUTTER (OMIT) 47 DA-25 REPLACEMENT OF 6" CONCRETE DRIVEWAYS (OMIT) 47 DA-26 REPLACEMENT OF H.M.A.C. PAVEMENT AND BASE (OMIT) 47 DA-27 GRADED CRUSHED STONES (OMIT) 47 DA-28 WEDGE MILLING 2" TO 0" DEPTH 5.0' WIDE (OMIT) 47 DA-29 BUTT JOINTS - MILLED (OMIT) 47 DA-30 2" H.M.A.C. SURFACE COURSE (TYPE "D" MIX) 47 DA-31 REPLACEMENT OF 7" CONCRETE VALLEY GUTTER 47 DA-32 NEW 7" CONCRETE VALLEY GUTTER (OMIT) 48 DA-33 NEW 4" STANDARD WHEELCHAIR RAMP (OMIT) 48 DA-34 8" PAVEMENT PULVERIZATION (OMIT) 48 DA-35 REINFORCED CONCRETE PAVEMENT OR BASE (UTILITY CUT) (OMIT) 48 DA-36 RAISED PAVEMENT MARKERS (OMIT) 48 DA-37 POTENTIALLY PETROLEUM CONTAMINATED MATERIAL HANDLING48 DA-38 LOADING, TRANSPORTATION, AND DISPOSAL OF CONTAMINATED SOIL 53 DA-39 ROCK RIPRAP - GROUT - FILTER FABRIC (OMIT) 53 DA-40 CONCRETE RIPRAP (OMIT) 53 10/23/08 ASC-1 PART DA - ADDITIONAL SPECIAL CONDITIONS DA-41 CONCRETE CYLINDER PIPE AND FITTINGS (OMIT) 53 DA-42 CONCRETE PIPE FITTINGS AND SPECIALS (OMIT) 54 DA-43 UNCLASSIFIED STREET EXCAVATION (OMIT) 54 DA-44 6" PERFORATED PIPE SUBDRAIN (OMIT) 54 DA-45 REPLACEMENT OF 4" CONCRETE SIDEWALKS (OMIT) 54 DA-46 RECOMMENDED SEQUENCE OF CONSTRUCTION (OMIT) 54 DA-47 PAVEMENT REPAIR IN PARKING AREA (OMIT) 54 DA-48 EASEMENTS AND PERMITS (OMIT) 54 DA-49 HIGHWAY REQUIREMENTS 54 DA-50 CONCRETE ENCASEMENT (OMIT) 54 DA-51 CONNECTION TO EXISTING STRUCTURES 54 DA-52 TURBO METER WITH VAULT AND BYPASS INSTALLATION (OMIT) 54 DA-53 OPEN FIRE LINE INSTALLATIONS (OMIT) 54 DA-54 WATER SAMPLE STATION (OMIT) 54 DA-55 CURB ON CONCRETE PAVEMENT (OMIT) 54 DA-56 SHOP DRAWINGS 54 DA-57 COST BREAKDOWN 55 DA-58 STANDARD STREET SPECIFICATIONS H.M.A.C. OVERLAY 55 DA-59 H.M.A.C. MORE THAN 9 INCHES DEEP 55 DA-60 ASPHALT DRIVEWAY REPAIR (OMIT) 56 DA-61 TOP SOIL 56 DA-62 WATER METER AND METER BOX RELOCATION AND ADJUSTMENT (OMIT) 56 DA-63 BID QUANTITIES 56 DA-64 WORK IN HIGHWAY RIGHT OF WAY 56 DA-65 CRUSHED LIMESTONE (FLEX -BASE) 56 DA-66 OPTION TO RENEW (OMIT) 56 DA-67 NON-EXCLUSIVE CONTRACT (OMIT) 56 DA-68 CONCRETE VALLEY GUTTER (OMIT) 56 DA-69 TRAFFIC BUTTONS (OMIT) 56 DA-70 PAVEMENT STRIPING (OMIT) 56 DA-71 H.M.A.C. TESTING PROCEDURES 57 DA-72 SPECIFICATION REFERENCES 57 DA-73 RELOCATION OF SPRINKLER SYSTEM BACK -FLOW PREVENTERICONTROL VALVE AND BOX (OMIT) 57 DA-74 RESILIENT -SEATED GATE VALVES (OMIT) 57 DA-75 EMERGENCY SITUATION, JOB MOVE -IN (OMIT) 57 DA-76 1'/a" & 2" COPPER SERVICES (OMIT) 57 DA-77 SCOPE OF WORK (UTIL. CUT) (OMIT) 57 DA-78 CONTRACTOR'S RESPONSIBILTY (UTIL. CUT) (OMIT) 57 DA-79 CONTRACT TIME (UTIL. CUT) (OMIT) 57 DA-80 REQUIRED CREW PERSONNEL & EQUIPMENT (UTIL. CUT) (OMIT) 57 DA-81 TIME ALLOWED FOR UTILITY CUTS (UTIL. CUT) (OMIT) 57 DA-82 LIQUIDATED DAMAGES (UTIL. CUT) (OMIT) 58 10/23/08 ASC-2 PART DA - ADDITIONAL SPECIAL CONDITIONS DA-83 PAVING REPAIR EDGES (UTIL. GUT) (OMIT) 58 DA-84 TRENCH BACK:FILL (UTIL. CUT) (OMIT) 58 DA-85 CLEAN-UP (UTIL. CUT) (OMIT) 58 DA-86 PROPERTY ACCESS (UTIL. CUT) (OMIT) 58 DA-87 SUBMISSION OF BIDS (UTIL. CUT) (OMIT) 58 DA-88 STANDARD BASE REPAIR FOR UNIT I (UTIL. CUT) (OMIT) 58 DA-89 CONCRETE BASE REPAIR FOR UNIT II & UNIT III (UTIL. CUT) (OMIT)58 DA-90 2" TO 9" H.M.A.C. PAVEMENT (UTIL. CUT) (OMIT) 58 DA-91 ADJUST WATER VALVE BOXES, MANHOLES, AND VAULTS (UTIL. CUT) (OMIT) 58 DA-92 MAINTENANCE BOND (UTIL. CUT) (OMIT) 58 DA-93 BRICK PAVEMENT (UTIL. CUT) (OMIT) 58 DA-94 LIME STABILIZED SUBGRADE (UTIL. CUT) (OMIT) 58 DA-95 CEMENT STABILIZED SUBGRADE (UTIL, CUT) (OMIT) 58 DA-96 REPAIR OF STORM DRAIN\ STRUCTURES (UTIL, CUT) (OMIT) 58 DA-97 "QUICK -SET" CONCRETE (UTIL, CUT) (OMIT) 58 DA-98 UTILITY ADJUSTMENT (UTIL. CUT) (OMIT) 58 DA-99 STANDARD CONCRETE SIDEWALK AND WHEELCHAIR RAMPS (UTIL. CUT) (OMIT) 58 DA-100 LIMITS OF CONCRETE PAVEMENT REPAIR (UTIL. CUT) (OMIT) 58 DA-101 CONCRETE CURB AND GUTTER (UTIL. CUT) (OMIT) 58 DA-102 PAYMENT (UTIL, CUT) (OMIT) 58 DA-103 DEHOLES (MISC. EXT.) (OMIT) 58 DA-104 CONSTRUCTION LIMITATIONS (MISC. EXT.) (OMIT) 58 DA-105 PRESSURE CLEANING AND TESTING (MISC. EXT.) (OMIT) 58 DA-106 BID QUANTITIES (MISC. EXT.) (OMIT) 59 DA-107 LIFE OF CONTRACT (MISC. EXT.) (OMIT) 59 DA-108 FLOWABLE FILL (MISC. EXT.) 59 DA-109 BRICK PAVEMENT REPAIR (MISC. REPL.) (OMIT) 59 DA-110 DETERMINATION AND INITIATION OF WORK (MISC. REPL.) (OMIT) . 59 DA-111 WORK ORDER COMPLETION TIME (MISC, REPL.) (OMIT) 59 DA-112 MOVE IN CHARGES (MISC. REPL.) (OMIT) 59 DA-113 PROJECT SIGNS (MISC. REPL.) (OMIT) 60 DA-114 LIQUIDATED DAMAGES (MISC. REPL.) (OMIT) 60 DA-115 TRENCH SAFETY SYSTEM DESIGN (MISC. REPL.) (OMIT) 60 DA-116 FIELD OFFICE (OMIT) 60 DA-117 TRAFFIC CONTROL PLAN 60 DA-118 COORDINATION OF WORK WITH CONTRACTOR FOR OTHER UNITS (OMIT) 60 10/23/08 ASC-3 PART DA - ADDITIONAL SPECIAL CONDITIONS DA-1 AWARD OF CONTRACT FOR PROJECTS WITH MULTIPLE UNITS (OMIT) DA-2 PIPELINE REHABILITATION CURED -IN -PLACE PIPE A, WORK TO BE DONE: The work to be done under this contract consists of rehabilitation of existing sewer lines by the Cure -in -Place Pipe Method or approved equal. Cured -in - place pipe consists of a resin impregnated flexible tube, coated with an elastomeric coating, when inverted into an existing sewer pipe through existing access manholes, and which, under proper hydrostatic and thermal conditions, is cured -in -place, becoming a structurally sound cured -in -place pipe. The thickness of the pipe will be dictated by the structural requirements of the sewer pipe with no loss of crass sectional area other than the thickness of the resin -impregnated tube. The pipe will be impermeable to water, provide corrosion resistance, and an optimum friction factor for the sewer flow. Branch connections shall be reinstated by a remote controlled cutting device. The work consists of providing all labor, equipment, transportation, materials, and supervision necessary to 1. Thoroughly clean sewers as required for the installation of the resin -impregnated tube. 2. Inspect sewers by closed circuit color television (CCTV), including identifying and marking the location of each service connection, Cost subsidiary to Pre - Construction TV Inspection. 3, Notify residents at least 48 hours prior to service interruption. 4. Install the resin -impregnated tube of the correct thickness as specified. 5. Cut out all service connections by remote cutters and restore service within 18 hours. 6. Re -inspect by CCTV to verify satisfactory completion of work at time of lateral reinstatement. Cost subsidiary to Post -Construction TV Inspection. 7. Pump around all dry and wet weather flows to accommodate the process at each separate installation, as required. 10/23%08 ASC-4 PART DA - ADDITIONAL SPECIAL CONDITIONS 8. Comply with all appropriate governmental agencies' regulations regarding traffic, safety procedures and permits, the cost of which is the responsibility of the Contractor. B. MATERIALS: The fiber felt tube shall be fabricated to a size that when installed will tightly fit the internal circumference of the conduit specified by the Owner. Allowance for circumferential stretching during inversion shall be made and shall meet ASTM-1216. The minimum length shall be that deemed necessary by the Contractor to effectively span the distance from the inlet to the outlet of the respective manholes, unless otherwise specified. The Contractor shall verify the lengths in the field before impregnation. Individual inversion may be made over one or more manhole sections, as determined in the field by the Contractor. Unless otherwise specified, the Contractor shall furnish a general purpose unsaturated polyester resin and catalyst system that meets ASTM standards and the finished cured physical strengths specified. C. REQUIRED THICKNESS OF CURED -IN -PLACE PIPE: The thickness of the pipe will be determined from information supplied or manufacture's recommendation for the condition of the existing pipe. Should pre -installation inspections reveal the sewers to be in substantially different conditions than those in the design considerations, the Contractor can request such changes in pipe thickness, supporting such request with design data in accordance with the pipe manufacturer's standard design criteria as follows: 10/23/08 LINER THICKNESS Sewer Pipe Invert Pipe Invert Pipe Invert Diameter Depth up to 10' Depth 10'-,15' Depth Over 15' (also the minimum) 6" 4.5mm 4.5mm 4.5mm 8" 6.0mm 6.0mm 6,0mm 10" 6.0mm 6.0mm 7.5mm 12" 6.0mm 7.5mm 9.0mm 15" 7.5mm 9.0mm 10.5mm 18" 9.0mm 12.0mm 13.5mm 21" 10.5mm 13.5mm 15.0mm 24" 12.0mm 15.0mm 16.5mm 30" 15.0mm 18.0mm 21.0mm 36" 16.5mm 21.0mm 24.0mm 42" 19.5mm 24.0mm 28.5mm 48" 22.5mm 28.5mm 33.0mm ASC-5 54" 60" PART DA - ADDITIONAL SPECIAL CONDITIONS 25.5mm 28.5mm 30.0mm 34.5mm 36.0mm 39.0mm D. PREPARATORY WORK: The installation procedures shall be as follows unless otherwise approved by the City, 1. Safety - The contractor shall carry out his operations in strict accordance with all safety requirements. Particular attention is drawn to those safety requirements that involve working with scaffolding and entering confined spaces. 2. All easements shall be cleaned up after use and restored to their original conditions or better. In the event additional work room or access is required by the Contractor, it shall be the Contractor's responsibility to obtain written permission from the Property Owners involved for the use of additional property required. No additional payment will be allowed for this item. If a street must be closed to traffic because of the orientation of the sewer, the City shall institute the actions necessary to do this for the mutually agreed upon time period. 3. Before using any water from the City of Fort Worth, the Contractor shall be responsible for the water meter and related charges for the set up, including the water usage bill. All expenses shall be considered incidental to cleaning. 4. Cleaning of Sewer Line - It shall be the responsibility of the Contractor to remove all internal debris out of the sewer lines and flush the sewer lines clean, disposing of debris off -site. Debris is not to be washed downstream into other sewers. All solids or semisolids resulting from the cleaning operations shall be removed from the site and disposed of at no additional cost to the City. It is the responsibility of the Contractor to secure a legal dump site for the disposal of this material. All materials shall be removed from the site no less often than at the end of each work day. All cost for the above -described work shall be paid for by the price bid per linear foot for Cleaning and Television Inspection. 5. Inspection of Pipelines - Inspection of pipelines shall be performed by experienced personnel trained in locating breaks, obstacles, and service connections by closed circuit color television. Television inspection shall be in accordance with the specifications contained herewith for "Pre- and Post -Construction Television Inspection of Sanitary Sewer Lines". E. INSTALLATION OF THE RESIN IMPREGNATED TUBE: 10/23/08 1. The Contractor shall designate a location where the uncured resin in the original containers and the unimpregnated fiber -felt tube will be vacuum impregnated prior to installation. The Contractor shall allow the Owner to inspect the materials and "wet -out" procedure, A resin and catalyst system compatible with requirements of this method shall be used. The quantities of the liquid thermosetting materials shall be per manufacturer's standards to provide the wall thickness specified. All felt shall be impregnated under vacuum. ASC-6 PART DA - ADDITIONAL SPECIAL CONDITIONS 2. The wet -out fiber felt tube shall be installed through an existing manhole or other approved access by means of an inversion process and the application of a hydrostatic head sufficient to fully extend it to the next designated manhole. The impregnated tube shall generally be inserted into the vertical inversion standpipe with the impermeable plastic membrane side out. At the lower end of the inversion standpipe, the felt tube shall be turned inside out and attached to the standpipe so that a leak -proof seal is created. The inversion head will be adjusted to be of sufficient height to cause the impregnated tube to invert from manhole to manhole and hold the tube tight to the pipe wall and produce dimples at the side connections. A lubricant, if used, shall be as approved by manufacturer's standards. Manufacturer's standards shall be closely followed during the elevated temperature curing so as not to over -stress the felt fiber and cause damage or failure prior to cure. In certain cases, the Contractor may elect to use a top inversion. 3. Curing: After inversion is complete, the Contractor shall supply a suitable heat source and water or steam recirculation equipment. The equipment shall be capable of delivering hot water or steam throughout the section by means of a pre - strung hose, which has been perforated per manufacturer's recommendations, to uniformly raise the water temperature above the temperature required to effect a cure of the resin. This temperature shall be determined by the resin/catalyst system employed and shall be per manufacturer's standards. 4. The heat source shall be fitted with suitable monitors to gauge the temperature of the incoming and outgoing water or steam supply. Another such gauge shall be placed at the remote manholes to determine the temperatures during cure, Initial cure shall be deemed to be completed when inspection of the exposed portions of the cured -in -place pipe appear to be hard and sound. The cure period shall be of a duration recommended by the resin manufacturer, as modified for the inversion process, during which time the recirculation of the water and/or steam and cycling of the heat exchanger to maintain the temperature continues. 5. Cool -down: The Contractor shall cool the hardened cured -in -place pipe to a temperature below 100 F before relieving the static head in the inversion standpipe. Cool -down may be accomplished by introducing cool water into the inversion standpipe to replace water or steam being drained from a small hole made in the downstream end. Care shall be taken in the release of the static head so that a vacuum will not be developed that could damage the newly installed cured -in -place pipe. F. SERVICE CONNECTIONS: After the pipe has been installed, the Contractor shall reconnect the active service connections. This shall generally be done without excavation, and, in the case of non -man entry pipes, from the interior of the pipeline by means of a television camera and a cutting device that re-established them to not less than 90 percent capacity. Existing services shall be reinstated within 18 hours of installation. Should internal reinstatement not be possible, the services must be reconnected externally by excavation immediately. Service saddles acceptable to the Engineer shall be utilized. Backfill at service connections shall be cement stabilized (2 sacks per cubic yard) to a point 12 inches above the service lateral to trench intersection and shall be in accordance with these specifications. Each reconnection shall 10/23/08 ASC-7 PART DA - ADDITIONAL SPECIAL CONDITIONS be paid for separately. Six inch sewer lines shall have service connections completed by external means. Contractor may re -connect the 6" sewer line connections by internal means in special cases with the approval of the Engineer. G. ACCEPTANCE: The finished cure -in -place pipe shall be continuous over the entire length of an inversion run between manholes and be smooth and free from substantial wrinkles, as well as defects, and improper house connections. Should any of these defects occur, the line shall be excavated, repaired and/or replaced and complete restoration made to the satisfaction of the City at no additional cost. The watertightness of the pipe shall be tested for leaks under a positive head during cure with allowances being made for end leakage and temperature effects. H. CLEAN-UP: Upon acceptance of the installation work and testing, the Contractor shall restore the project area affected by his operations to original or better conditions. PATENTS: The Contractor shall warrant and save harmless the City and all of its officers, agents, and employees against all claims for patent infringement and any loss thereof J. SPECIAL NOTES: The Contractor shall be liable for damages to the homes or basements from backups which may result during the installation of new pipe. K. MEASUREMENT AND PAYMENT: 10/23/08 1. Cured -in -Place Pipe (CIPP) Installation: CIPP installation will be measured for payment by the linear foot of CIPP actually installed in the various diameters of sewers measured along the centerline of the sewer from centerline to centerline of manholes. Payment will be made for the quantities measured at the unit price per linear foot for the various sewer diameters listed. 2. Service Reconnection: Payment will be made for the quantities measured at the unit price per each listed in the bid proposal. Payment shall include all labor, materials, and the lateral connection, including all necessary pipe and fittings to connect the existing service line. Payment shall not include pavement replacement, which if required, shall be paid separately. 3. Television Inspection and Cleaning: Special Condition for Post -Construction Television Inspection applies. 4. Sewer Cleaning by Bucket Machine: Heavy cleaning requiring more than hydraulic jet cleaning shall be performed by bucket machines. The payment for such cleaning shall be included in the bid item for Pre -Construction Television Inspection of Sanitary Sewer. 5. By -Pass Pumping: The Contractor shall provide diversion for the flow of sewage around the section or sections of pipe designated for the inversion of the resin - impregnated tube. The pumps and by-pass lines shall be of adequate capacity and size to handle all flows. All costs for by-pass pumping required during installation of the pipe shall be subsidiary to the pipe reconstruction item. ASC-8 PART DA - ADDITIONAL SPECIAL CONDITIONS 6. Point Repairs: Point repairs shall be made before or after a cured -in -place pipe installation at the Contractor's option. Point repairs shall be conducted only if mutually agreed to by City and the Contractor prior to acceptance of the line for reconstruction. Before any excavation is done for any purpose, it will be the responsibility of the Contractor to check with various utility companies and determine the location of their facilities. Point repairs shall be measured and paid for by the linear foot for the appropriate depth of cut. Payment shall include all labor, material and equipment for pipe replacement according to standards. 7. Subsidiary Work: Any damage resulting to utilities and property, resulting repairs, temporary service costs, etc., shall be borne by Contractor. Repair and/or replacement of fences, sprinkler system piping and other such restoration work resulting from Contractor activities shall be considered subsidiary to the cost of the project and no additional payment will be allowed. DA-3 PIPE ENLARGEMENT SYSTEM A. GENERAL: 1. Description: This specification includes requirements to rehabilitate existing sanitary sewers by the pipe enlargement system, herein called Pipe Bursting or Pipe Crushing (Pipe Bursting/Crushing). This system includes splitting or bursting the existing pipe to install a new polyethylene pipe and reconnect existing sewer service connections. 2. Methods: This section specifies the approved system method or process to include all labor, materials, tools, equipment and incidentals necessary to provide for the complete rehabilitation of deteriorated gravity sewer lines by the Pipe Bursting/Crushing systems. Approved methods include: the PIM Corporation (PIM System), Piscata Way, New Jersey; McLat Construction (McConnell System for Pipe Crushing), Houston, Texas; and Trenchless Replacement Systems, (TRS System), Calgary, Canada. Refer to Part D - SPECIAL CONDITIONS D-34 SIBSTITUTIONS for information regarding pre -approval procedures for alternative processes. 3. Definition: The Pipe Bursting/Crushing system is defined as the reconstruction of gravity sewer pipe by installing an approved pipe material, by means of one of the pre -approved methods set forth in Section A.2 of this specification. The process involves the use of a static, hydraulic or pneumatic hammer "moling" device, suitably sized to break out the old pipe or using modified boring "knife" with a flared plug that implodes and crushes the existing sewer pipe. Forward progress of the "mole" or the "knife" may be aided by the use of hydraulic equipment or other apparatus, as specified in the approved methods. The replacement pipe is either pulled or pushed into the bore. The method allows for replacement of pipe sizes from 8" through 21" and/or upsizing in varying increments up to 21". This specification is based on the precedent that the Pipe Bursting/Crushing system used has been pre -approved by the Fort Worth Water Department. 4. Quality Assurance: 10/23/08 ASC-9 10/23/08 PART DA - ADDITIONAL SPECIAL CONDITIONS The Contractor shall be certified by the particular Pipe Bursting/Crushing system manufacturer that such firm is a licensed installer of their system. No other Pipe Bursting/Crushing system other than those listed in Section A,2. of these specifications is acceptable, a. Personnel directly involved with installing the new pipe shall receive training in the proper methods for joint fusing, handling, and installing the polyethylene pipe. Training shall be performed by a qualified representative as determined by the pipe manufacturer. b. Personnel directly involved with installing the new pipe shall receive training in the proper methods for joint fusing, handling, and installing the polyethylene pipe. Training shall be performed by a qualified representative as determined by the pipe manufacturer. 5. Submittals: Submit for review and acceptance, the following Contractor's Work Plan and Drawings to the City: a. Shop drawings, catalog data, and manufacturer's technical data showing complete information on material composition, physical properties, and dimensions of new pipe and fittings. Include manufacturer's recommendation for handling, storage, and repair of pipe and fittings if damaged. b. Location and number of insertion or access pits shall be planned by Contractor and submitted in writing prior to excavation for approval by the City. c. Method of construction and restoration of existing sewer service connections. This shall include: 1) Detail drawings and written description of the entire construction procedure to install pipe, bypass sewage flow and reconnection of sewer service connections. Working drawings for information only showing sewage flow bypass, and maintenance of traffic. Contractor shall provide for continuous sewerage flow. Dewatering shall be the Contractor's responsibility. 3) Certification of workmen training for installing pipe. 4) Television inspection reports and video tapes made after new pipe installation. 6, Delivery, Storage, and Handling: a. Transport, handle, and store pipe and fittings as recommended by manufacturer. ASC-10 PART DA - ADDITIONAL SPECIAL CONDITIONS b. If new pipe and fittings become damaged before or during installation, it shall be repaired as recommended by the manufacturer or replaced as required by the Project Manager at the Contractor's expense, before proceeding further. c. Deliver, store and handle other materials as required to prevent damage. B. MATERIALS: 10/23/08 1. Polyethylene Piping Material: The pipe and fitting material shall be high density, extra molecular weight (EHMW) polyethylene pipe material conforming to ASTM D1248, Type III, Class C, Category 5, Grade P34, and have a PPI (Plastic Pipe Institute) recommended designation of PE3408 and cell classification 345434C per ASTM D3350. The molecular weight category shall be extra high (250,000 to 1,500,000) as per the Gel Permeation Chromatography determination procedure with a typical value of 330,000. a. The interior of the pipe shall be a light reflective color to facilitate closed circuit television inspection. b. The pipe material shall be listed by the Plastic Pipe Institute (PPI) in PPI TR-4. The pipe material shall have as hydrostatic design basis of 1600 psi at 73 F and 800 psi at 140 F. c. The manufacturer's certification shall state that the pipe was manufactured from one specific resin and shall state the resin used and its source. All pipe shall be made of virgin material. No rework, except that obtained from the manufacturer's own production of the same formulation, shall be used. d. Pipe supplied under this specification shall have a nominal Ductile Iron Pipe Size inside diameter. The Standard Dimension Ratio (SDR) and minimum pressure rating of the pipe shall be SDR 17 - 100 psi. Pipe with a lower SDR ratio and higher pressure rating may be used in lieu of the minimum specified. 2. Tests: The Contractor shall be required to send submittals to the City of Fort Worth on the production material. a. The pipe manufacturer shall provide certification that samples of the production product meets these specifications. The certification will state that production product has been tested in accordance with ASTM D2837, and validated in accordance with the latest revision of PPI TR-3. b. The pipe manufacturer shall provide certification that stress regression testing has been performed on the specific product. Certification shall include a stress life curve per ASTM D2837 and testing shall have been performed in accordance with ASTM D2837. ASC-11 PART DA - ADDITIONAL SPECIAL CONDITIONS c. Rejection: Polyethylene plastic pipe and fittings may be rejected for failure to meet any of the requirements of this specification. C. SEWER SERVICE CONNECTIONS: 1. Sewer Service Connections: Sewer service connections shall be connected to the new pipe by mechanical or fusion methods. Once the saddle is secured, a hole shall be drilled in the pipe the full inside diameter of saddle outlet. 2. Pipe Saddles: Mechanical saddles shall be made of polyethylene pipe compound that meets the requirements of ASTM D1248, Class C, have stainless steel straps and fasteners, neoprene gasket and backup plate. Mechanical saddles shall be Strap -on -Saddle Type as manufactured by Driscopipe or Tapping Saddle manufactured by DuPont, or approved equal. Fusion saddles shall be electrofusion branch saddles as manufactured by Central Plastics Company, or approved equal. 3. Connection to Existing Service: Connections to the existing sewer service connections pipe shall be made using flexible couplings. All flexible couplings shall conform to ASTM C425 and shall be as manufactured by Fernco Joint Sealer Co., DFW Plastics, Inc. or approved equal. Backfill at service connections shall be cement stabilized sand (2 sacks per cubic yard) to a point 12 inches above the service lateral to trench intersection and shall be in accordance with these specifications. The Contractor shall, upon request, permit the Engineer to take elevations on both the existing and new portions of the service connection pole to determine final grade and invert elevations. Elevation changes greater than 0.10 feet from the house lateral piping and shall be reconnected as directed by the Engineer. 4. Service Interruptions: Service interruptions to homes shall not exceed 18 hours. D. PREPARATION: 1. Bypassing Sewage: 10/23/08 a. The Contractor shall bypass the sewage around the section or sections of sewer to be rehabilitated. The bypass shall be made by plugging existing upstream manhole and pumping the sewage into a downstream manhole or adjacent system or other method as may be approved by the Engineer. The pump and bypass lines shall be of adequate capacity and size to handle the flow without sewage backup occurring to facilities connected to the sewer, b. The Contractor shall be responsible for continuity of sanitary sewer service to each facility connected to the section of sewer during the execution of the work. If sewage backup occurs and enters buildings, the Contractor shall be responsible for clean-up, repair, property damage costs and claims. ASC-12 10/23/08 PART DA - ADDITIONAL SPECIAL CONDITIONS 2. Line Obstructions: If pre -installation (TV) inspection reveals an obstruction in the existing sewer (heavy solids, dropped joints, protruding service taps or collapsed pipe) which will prevent completion of the pipe bursting/crushing process, and cannot be removed by conventional sewer cleaning equipment, then an obstruction removal shall be made by the Contractor, with the approval of the Engineer. 3. Sags in Sewer Line: ALL SAGS AND GRADE PROBLEMS IN EXISTING SEWER LINES SHALL BE CORRECTED AS PART OF THIS CONTRACT. If the pre - construction television inspection reveals a sag in the sewer line, the Contractor shall be responsible for bringing the proposed sewer pipe to an acceptable grade without a sag. A sag is defined as any sewer line segment more than 3 feet in length which ponds water in the absence of sewage flow. The contractor shall take the necessary measures to eliminate the sag by the method of: pipe replacement, digging a sag elimination pit and bringing the bottom of the pipe trench to a uniform grade in line with the existing pipe invert or by other measures that shall be acceptable to the Engineer and the City. a. Identification of Sags: Sags shall be identified by television inspection in the absence of sewage flow. If available, the Contractor shall be furnished television tapes from the City identifying the sag location. Flow shall be blocked at an upstream manhole and diverted to another sewer line or downstream manhole below the segment of pipe to be inspected. TV inspection shall be performed in accordance with television inspection of sanitary sewer lines. Video tapes shall be submitted to the City for review. b. Correction of Sags: Sags shall be corrected by open cut and by adding additional bedding material to bring the sag back to grade where access is available. For pipe enlargement methods, all sags identified on the pre - construction video tapes shall be corrected prior to commencing with pipe enlargement. In instances where sags are located under existing structures, the existing sewer line may be relocated using open cut or boring methods. The City shall specifically review potential relocation's and evaluate the constructability, economics and engineering feasibility prior to construction work. c. Measurement and Payment: Measurement and payment to correct sags shall be per linear foot of pipe construction to correct the sag. For pipe bursting methods, open -cut or bore construction, the applicable bid prices in the proposal section shall apply. 4. Television Inspection: Inspection of the pipelines shall be performed by experienced personnel trained in locating breaks, obstacles and service connections by closed circuit color television. Television inspection shall be in accordance with the specifications contained herewith for "Pre- and Post - Construction Television Inspection of Sanitary Sewer Lines", Part D - Special Conditions D-35 and D-38, respectively. ASC-13 PART DA - ADDITIONAL SPECIAL CONDITIONS E. PIPE ENLARGEMENT SYSTEM AND PIPE INSTALLATION: 10/23/08 1. Site Organization: a. Insertion or access pits shall be located such that their total number shall be minimized and the length of replacement pipe installed in a single pull shall be maximized. b. Existing manholes shall be utilized wherever practical. Manhole inverts and bottoms may be removed to permit access for installation equipment. c. Equipment used to perform the work shall be located away from buildings so as not to create a noise impact. Provide silencers or other devises to reduce machine noise as needed to meet requirements. d. The actual pipe enlargement procedure shall commence prior to 11:00 AM in order to afford the contractor ample time to complete all related work within the allotted workday, which is defined as the hours between 7:00 AM and 6:00 PM, so as not to impose on the peace and comfort of persons in the immediate vicinity. No actual pipebursting work shall be started after 11:00 AM; all actual pipebursting activity shall cease at 6:00 PM. Other activities other than the actual pipebursting may continue after 6:00 PM. 2. Finished Pipe: The installed replacement pipe shall be continuous over the entire length of each pipe segment from manhole to manhole and shall be free from visual defects such as foreign inclusions, concentrated ridges, discoloration, pitting, varying wall thickness, pipe separation, other deformities. Replacement pipe with gashes, nicks, abrasions, or any such physical damage which may have occurred during storage and/or handling, which are larger/deeper than 10% of the wall thickness shall not be used and shall be removed from the construction site. The replacement pipe passing through or terminating in a manhole shall be carefully cut out in a shape and manner approved by the Engineer. The invert and benches shall be streamlined and improved for smooth flow. The installed pipe shall meet the leakage requirements of the pressure test specified later. 3. Pipe Jointing: a. Sections of polyethylene replacement pipe shall be assembled and joined on the job site above the ground. Jointing shall be accomplished by the heating and butt -fusion system in strict conformance with the manufacturer's printed instructions. b. The butt -fusion system for pipe jointing shall be carried out in the field by operators with prior experience in fusing polyethylene pipe with similar equipment using proper jigs and tools per standard procedures outlined by the pipe manufacturer, These joints shall have a smooth, uniform, double rolled back bead made while applying the proper melt, pressure, and alignment. It shall be the sole responsibility of the Contractor to provide an acceptable butt -fusion joint. All joints shall be made available for ASC-14 10/23/08 PART DA - ADDITIONAL SPECIAL CONDITIONS inspection by the Engineer before insertion. The replacement pipe shall be joined on the site in appropriate working lengths near the insertion pit. The maximum length of continuous replacement pipe which shall be assembled above ground and pulled on the job site at any one time shall be 600 linear feet. c. For situations where the replacement pipe is not pulled all the way to the manhole or if it is impossible to pull the missle all the way through, the following shall apply: At the direction of the Engineer, a 12"-18" full circle steel clamp shall be utilized to connect segments of the HDPE pipe. 4. New Pipe Installation: a. Thread winch cable or chain and associated lines through sewer section to be rehabilitated. Keep lines away from pedestrian and vehicular traffic. b. Existing manholes may be used for launch and receiving access. Remove manhole invert and bottom as required. Pull winch chain through sewer section and attach to cutter and machine head. Lower into launching manhole, apply winch tension pulling the cutter and head into the sewer until the rear of the machine is flush with the manhole wall. Attach steel starter pipe and advance assembly until the rear of the steel starter pipe is flush with the manhole wall. Lower hydraulic jack into the manhole and align. Insert new pipe by simultaneous operation of the jack and winching the cutter and head forward. 5. Anchoring New Pipe and Sealing Manholes: a. After the new pipe has been installed in the entire length of the sewer section, anchor the pipe at manholes. The new pipe shall protrude in the manholes for enough distance to allow sealing and trimming. b. Sealing the new pipe at manholes shall not begin for a minimum of ten (10) hours after installation. Provide a flexible gasket connector in the manhole wall at the end of the new pipe, centered in the existing manhole wall. Grout flexible connector in the manhole, filling all voids the full thickness of the manhole wall. c. Restore manhole bottom and invert. 6. Field Testing: a. Low Pressure Air Test of Replacement Pipe: After a manhole -to -manhole section of sanitary sewer main has been pipe burst/crushed and prior to any service lines being connected to the replacement pipe, the pipe shall be plugged at each manhole with pneumatic plugs, The design of the plugs shall be such that they will hold against the test pressure without ASC-15 PART DA - ADDITIONAL SPECIAL CONDITIONS requiring external blocking or bracing. One of the plugs shall have three air hose connections; one for the inflation of the plug, one for reading the air pressure in the sealed line, and one for introducing air into the sealed line. Low pressure air shall then be introduced into the sealed line until the internal air pressure reaches 4.0 psig greater than the average back pressure resulting from any ground water that may be over the pipe. At least two minutes shall elapse to allow the pressure to stabilize. The time required for the internal pressure to decrease from 3.5 to 2.5 psig greater than the average back pressure resulting from any ground water that may be over the pipe, shall not be less than the time shown for a given pipe diameter in the following table: Carrier Pipe Minimum Elapsed Diameter (inches) Time (minutes) 8 4 10 5 12 6 15 7 b. Post -Construction Television Inspection of New Pipe: Refer to Special Condition for Post -Construction Television Inspection of Sanitary Sewer. F. MEASUREMENT AND PAYMENT: 10/23/08 1. Pipe Installation: Pipe installation will be measured for payment by the linear foot of pipe actually installed in the various diameters of sewers measured along the centerline of the sewer from centerline to centerline of manholes. Payment will be made for the quantities measured at the unit price per linear foot for the various sewer diameters listed. 2. Service Reconnections: Installation of sewer service connections will be measured for payment by each actually reconnected to the installed pipe. Payment will be made for the quantities measured at the unit price per each listed, Payment shall include required excavation and backfill, saddles, flexible connections, and all other incidentals necessary to successfully reconnect sewer service lines to the rehabilitated sewer. Payment shall not include pavement replacement, which if required, shall be paid separately. 3. Sewer Cleaning by Bucket Machine: Heavy cleaning requiring more than hydraulic jet cleaning shall be performed by bucket machines. The payment for such cleaning shall be included in the bid item for Pre -Construction Television Inspection of Sanitary Sewer Lines, 4. By-pass Pumping: The Contractor shall provide diversion for the flow of sewage around the section or sections of pipe designated for rehabilitation. The pumps and by-pass lines shall be of adequate capacity and size to handle all flows. All costs for by-pass pumping required during installation of the pipe shall be subsidiary to pipe enlargement. ASC-16 PART DA - ADDITIONAL SPECIAL CONDITIONS Subsidiary Work: Any damage to utilities and property, resulting repairs, temporary service costs, etc. shall be borne by Contractor. Repair and/or replacement of fences, sprinkler system piping and other such restoration work resulting from Contractor activities shall be considered subsidiary to the cost of the project and no additional payment will be allowed. 6. Testing: All cost for testing the replacement pipe by a pressure method will be incidental to pipe installation. DA-4 FOLD AND FORM PIPE (OMIT) DA-5 SLIPLINING (OMIT) DA-6 PIPE INSTALLED BY OTHER THAN OPEN CUT A. GENERAL: 1. Furnish materials and necessary accessories, with strengths, thickness, coatings, and fittings indicated, specified and/or necessary to complete the work. 2. All excavation shall provide an open area conforming to the outside diameter of the casing and/or carrier conduit. The excavation shall be to an alignment and grade which will allow the carrier conduit to be installed to proper line and grade as shown on the Plans and as established in the Specifications. 3. Work shall be performed in accordance with the requirements of the City of Fort Worth Water Department, the Texas Department of Transportation, or railroad company, as applicable. B. MATERIALS: 10/23/08 1. Casing Pipe: Casing pipe shall be steel conforming to ANSI B36.10 and the following: a. Field Strength: 35,000 psi minimum. b. Wall thickness: 0.375 in. minimum. c. Diameter: As shown on the drawings (minimum size requirements). d. Joints: Continuous circumferential weld in accordance with AWS D1.1. 2. Carrier Pipe in Casing: Carrier pipe shall be as shown on drawings and as specified in the General Contract Documents. 3. Sewer Pipe without Casing Pipe: Shall be minimum Class 350 ductile iron pipe, or as designated on the plans. ASC-17 PART DA - ADDITIONAL SPECIAL CONDITIONS 4. Grout: Grout shall be Portland Cement grout of min. 2000 psi compressive strength at 28 days. Proportioned not Tess than 1 cu. ft_ of cement to 3.5 cu. ft. of fine sand with sufficient water added to provide a free flowing thick slurry. C. EXECUTION 10/23/08 1. Where sewer pipe is required to be installed under railroad embankments or under highways, streets or other facilities in other than open cut, construction shall be performed in such a manner so as to not interfere with the operation of the railroad, street, highway, or other facility, and so as not to weaken or damage any embankment or structure. During construction operations, barricades and lights to safeguard traffic and pedestrians shall be furnished and maintained, until such time as the backfill has been completed and then shall be removed from the site. 2. Pits and Trenches: a. If the grade of the pipe at the end is below the ground surface, suitable pits or trenches shall be excavated for the purpose of conducting the jacking or tunneling operations and for placing end joints of the pipe. Wherever end trenches are cut in the sides of the embankment or beyond it, such work shall be sheeted securely and braced in a manner to prevent earth from caving in. b. The location of the pit shall meet the approval of the Engineer. c. The pits of trenches excavated to facilitate these operations shall be backfilled immediately after the casing and carrier pipe installation has been completed. 3. Boring and Jacking Steel Casing Pipe: Steel casing pipe shall be installed by boring hole with the earth auger and simultaneously jacking pipe into place. a. The boring shall proceed from a pit provided for the boring equipment and workmen. The holes are to be bored mechanically. The boring shall be done using a pilot hole. By this method an approximate 2-inch hole shall be bored the entire length of the crossing and shall be checked for line and grade on the opposite end of the bore from the work pit. This pilot hole shall serve as the centerline of the larger diameter hole to be bored. Other methods of maintaining line and grade on the casing may be approved if acceptable to the Engineer. Excavated material shall be placed near the top of the working pit and disposed of as required. The use of water or other fluids in connection with the boring operation will be permitted only to the extent required to lubricate cuttings. Jetting or sluicing will not be permitted. b. In unconsolidated soil formations, a gel -forming colloidal drilling fluid consisting of at least 10 percent of high grade carefully processed bentonite may be used to consolidate cuttings of the bit, seal the walls of the hole, and furnish lubrication for subsequent removal of cuttings and installation of the pipe immediately thereafter. ASC-18 10/23/08 PART DA - ADDITIONAL SPECIAL CONDITIONS c. Allowable variation from the line and grade shall be as specified under paragraph A.2. All voids between bore and outside of casing shall be pressure grouted. 4. Installation of Carrier Pipe in Casing: a. Sanitary sewer pipe located within the encasement pipe shall be supported by "skids" or "bands" to prevent the pipe and bells from snagging on the inside of the casing, and to keep the installed line from resting on the bells. b. All skids shall be treated with a wood preservative. Skids should extend for the full length of the pipe with the exception of the bell area and spigot area necessary for assembly unless otherwise specified. c. The Contractor shall prevent over -belling the pipe while installing it through the casing. A method of restricting the movement between the assembled bell and spigot where applicable shall be provided. d. At all bored, jacked, or tunneled installations, the annular space between the carrier pipe and casing shall be filled with grout. Care must be taken that not too much water is forced into the casing so as not to float the pipe. The backfill material will not be required unless specified on the plans and specified by the Engineer. e. Closure of the casing after the pipe has been installed shall be plugged at the ends of the casing as shown on the drawings or as required by the Engineer. 5. Boring and Jacking Ductile Iron Pipe without Casing Pipe: a. As indicated on drawings and as required and directed by the Engineer sewer shall be constructed of bore and jacked ductile iron pipe. b. When a casing pipe is not designated on the drawings, the contractor shall provide a casing pipe if necessary to achieve line and grade. Casing pipe shall be provided at no additional cost and shall be subsidiary to the cost bid for installation By Other than Open Cut. c. Bore and jack in accordance with paragraph C.3. above. d. Short length of sewer consisting of a single pipe section may be installed by jacking without a bore hole if permitted by the Engineer and in soft soil layer. All voids outside of installed pipe shall be pressure grouted. 6, Tunneling: Where the characteristics of the soil, the size of the proposed pipe, or the use of monolithic sewer would make the use of tunneling more satisfactory than jacking or boring, or when shown on the plans, a tunneling method may be used, with the approval of the Engineer or railroad/highway officials. ASC-19 PART DA - ADDITIONAL SPECIAL CONDITIONS a. When tunneling is permitted, the lining of the tunnel shall be of sufficient strength of support the overburden. The Contractor shall submit the proposed liner method to the Engineer for approval. The tunnel liner design shall bear the seal of a licensed professional engineer in the State of Texas. Approval by the Engineer shall not relieve the Contractor of the responsibility for the adequacy of the liner method. b. The space between the tunnel liner and the limits of excavation shall be pressure grouted or mud -jacked. c. Access holes for placing concrete shall be space at maximum intervals of 10 feet. D. MEASUREMENT AND PAYMENT: Installation of pipe by other than open cut will be measured by the linear foot of pipe, complete in place. Such measurement will be made between the ends of the pipe along the central axis as installed. The work performed and materials furnished as prescribed by this item will be paid for at the Contract Unit Price bid per linear foot for Pipe Installed by Other Than Open Cut of the type, size, and class of pipe specified as shown on plans. The furnishing of all materials, pipe, liner materials required for installation, for all preparation, hauling and installing of same, and for all labor, tools, equipment and incidentals necessary to complete the work, including excavation, backfilling and disposal of surplus material shall be included in the Contract Unit Price as shown in the Bid Proposal. Payment shall not include pavement replacement, which if required, shall be paid separately. DA-7 TYPE OF CASING PIPE 1. WATER: The casing pipe for open cut and bored or tunneled section shall be AWWA C-200 Fabricated Electrically Welded Steel Water Pipe, and shall conform to the provisions of E1-15, E1-5 and E1-9 in Material Specifications of General Contract Documents and Specifications for Water Department Projects. The steel casing pipe shall be supplied as follows: A. For the inside and outside of casing pipe, coal -tar protective coating in accordance with the requirements of Sec. 2.2 and related sections in AWWA C-203. B. Touch-up after field welds shall provide coating equal to those specified above. C. Minimum thickness for casing pipe used shall be 0.375 inch. Casing Spacers (centering style) such as manufactured by Cascade Waterworks Manufacturing Company, Advanced Products and Systems, Inc., or an approved equal shall be used on all non - concrete pipes when installed in casing. Installation shall be as recommended by the manufacturer. 2. SEWER: 10/23/08 ASC-20 PART DA - ADDITIONAL SPECIAL CONDITIONS Boring and tunneling used on this project shall be in accordance with the material standard E1-15 and Construction standard E2-15 as per Standard Detail SAN-008 and Standard Detail SAN-018, respectively of the General Contract Documents. The casing pipe for open cut and bored or tunneled section shall be AWWA C-200 Fabricated Electrically Welded Steel Water Pipe, and shall conform to the provisions of E1-15, E1-5 and E1-9 in Material Specifications of General Contract Documents and Specifications for Water Department Projects. The steel casing pipe shall be supplied as follows: A. For the inside and outside of casing pipe, coal -tar protective coating in accordance with the requirements of Sec. 2.2 and related sections in AWWA C-203. B. Touch-up after field welds shall provide coating equal to those specified above. C. Minimum thickness for casing pipe used shall be 0.375 inch. Casing Spacers (centering style) such as manufactured by Cascade Waterworks Manufacturing Company, Advanced Products and Systems, Inc., or an approved equal shall be used on all non - concrete pipes when installed in casing. Installation shall be as recommended by the manufacturer. 3. PAYMENT: Payment for all materials, labor, equipment, excavation, concrete grout, backfill, and incidental work shall be included in the unit price bid per foot. DA-8 SERVICE LINE POINT REPAIR / CLEANOUT REPAIR A. GENERAL: The work covered by this item consists of furnishing all labor, material, equipment, supervision, etc. necessary to construct a point repair on the portion of a service line located within a utility easement, street right-of-way or on private property. Point repairs on private pronertv shall only be addressed after the Contractor has received written permission from the property owner to do the work. A blank Right -of -Entry Agreement form to be completed by the Contractor and the individual property owners is included at the end of this section. The Contractor shall keep a record copy of all Right - of -Entry forms obtained and have it on hand at all times during construction. The street addresses and approximate location of service line repairs are shown in Table r and the Field Survey Forms in Attachment . It shall be the Contractors responsibility to accurately field locate the exact point of repair. B. MATERIALS: 10/23/08 The pipe replacement material shall be gasketed joint, gravity PVC sewer pipe (ASTM D- 3034, SDR 26) and have a minimum cell classification of 12454 A or B as defined in ASTM D-1784. Installation shall be in strict compliance with the manufacturer, recommendations and the Uni-Bell Plastic Pipe Association. The method of jointing the ends of the replaced pipe with the existing pipe shall be water tight. ASC-21 PART DA - ADDITIONAL SPECIAL CONDITIONS C. EXECUTION: After the location of the point repair is determined, the Contractor shall excavate and remove the damaged pipe and replace with new pipe. The minimum length of pipe replaced shall be three (3) feet. All work shall be performed by a licensed Plumber. Determine whether additional lengths of line beyond "minimum length" criteria need replacement. Report need for additional replacement to City and obtain approval before proceeding. 2. The Contractor shall excavate, shape the bottom of the trench and place the required pipe bedding so that the grade of the replaced pipe matches the existing service line grade. 3. Numerous service line point repairs along with lateral line point repairs and obstruction removals are located in areas which in many instances will require the removal of existing landscaping, structures, sidewalks, driveways, etc. Items removed or disturbed shall replaced or restored to original conditions or better. 4. Removal of Debris: Excess excavated material and debris are to be removed from the work site daily. Cost of hauling excess excavation and debris is to be included in the price bid for "Service Line Point Repair". 5. Roof and Yard Drains: At the locations indicated in Table of the Attachments. The Contractor shall disconnect roof and yard drains from the sanitary sewer service line. For yard drains, the Contractor shall excavate and remove the drain from the yard and plug the line at the property line. For roof drains, the Contractor shall remove the downspout from the drain line and plug the line to prevent inflow. In addition, the Contractor shall install an elbow fitting at the bottom of the downspout to direct runoff, away from the building, and a concrete splash pad to prevent erosion. 6. Disconnected Service Lines: At the locations indicated in Table of Attachments to the Special Contract Documents, the Contractor shall remove the service line no longer in use by excavating at the property line and plugging the service line. 7. Abandonment of Point Repair: If a pipe is exposed and found in good condition, not requiring a point repair, notify City Engineer who will record abandonment of point repair. Backfill the excavation, replace pavement or sidewalk and repair and seed or sod unpaved areas. 8. Cleanout Repair: The Contractor shall make appropriate repairs to cleanouts as indicated in Table and as shown on the PLANS. All cleanout repair work shall be performed by a licensed plumber. a. General 10/23/08 ASC-22 PART DA - ADDITIONAL SPECIAL CONDITIONS This special condition describes the repair of sanitary sewer cleanouts located on private property as designated on the I/1 Elimination Repair plans. Repair of the cleanouts shall consist of replacing defective cleanout caps or installing new caps where none exist, such that inflow is eliminated. There will be no repairs made to the existing cleanouts that require excavation, other than what is required to expose the top of the cleanout so that the new caps can be installed. b. Materials Replacement cleanout caps shall be Dal -Caps as manufactured by Dallas Specialty & Mfg. Company, or equal. The rubber caps are held down by stainless steel clamps. c. Excavation 1) The Contractor shall submit shop drawings on all materials and equipment to be installed. 2) The Contractor is responsible for obtaining right of entry from the property owners prior to performing any work. Property owners should be notified 48 hours in advance of any work on their property. 3) The Contractor shall restore any disturbed surface to its original or better condition at no separate pay. D. MEASUREMENT AND PAYMENT: 10/23/08 1. Payment for service line point repair shall be on a unit price basis for each repair performed on all sizes of service lines for the respective depths. The minimum length of service line point repair shall be three (3) feet. No separate pay if the work is done within the limits of a service line reconnect as defined in Special Condition, D-28, "Sanitary Sewer Services". 2. Measurements for extra length repair is on a linear foot basis for repairs in excess of the minimum 3 foot replacement length. 3. All pipe fittings, adapters, concrete collars, bedding, and removal and replacements of grass sodding required shall be considered incidental to service line point repair. 3. If no pay item is included for any work required to properly complete a service line point repair as specified, the cost to perform said work, including any required removal and replacement of materials, shall be considered incidental to the service line point repair. 5. Depth of Bury is to be measured from Natural Ground Level to the Flow Line of the Sanitary Sewer Service Line at the Point of Replacement. The minimum trench width shall be 3'-0". ASC-23 PART DA - ADDITIONAL SPECIAL CONDITIONS All excavation, backfill, removal and replacement of grass sodding and landscaping, plugs, fittings, and splash pads shall be considered incidental to removal of yard drains, disconnecting roof drains and plugging disconnected service lines. 7. No separate payment will be made for the Contractor to obtain written permission to enter private property. 8. Payment will be made for Abandonment of Point Repairs at the Contract Unit Price for Excavation and Backfill Abandoned Point Repairs. 9. Payment shall be made at the Contract Unit Price for each sanitary sewer cleanout successfully repaired. Payment shall be full compensation for all materials, equipment, and labor required to perform the work. DA-9 PROTECTIVE MANHOLE COATING FOR CORROSION PROTECTION A. GENERAL: Scope: This section governs all work, materials and testing required for the application of interior protective coating. Structures designated to received interior coating are listed on the construction drawings. The structures are to be coated, including interior wall, top and bench surfaces. Protective coating for corrosion protection shall meet the requirements of this Specification (and items DA-14 and DA-15) and the Manufacturers recommendations and specifications. 2. Description: The Contractor shall be responsible for the furnishing of all labor, supervision, materials, equipment, and testing required for the completion of protective coating of structures in accordance with manufacturer's recommendations. 3. Manufacturer's Recommendations: Materials and procedures utilized for the lining process shall be in strict accordance with manufacturer's recommendations. 4. Corrosion Protection: Corrosion protection may be required on all structures where high turbulence or high H2S content is expected. B. MATERIALS: 1, Scope: This section governs the materials required for completion of protective coating of designated structures. 10/23/08 2. Protective Coating: The protective coating shall be a proprietary two component, 100 percent solids, rigid polyurethane system designated as Spray Wall as manufactured by Sprayroq, Inc. or a two-part epoxy resin system using 100% solids based epoxy binder with fibrous and flake fillers, is manufactured by Raven Lining systems and designated as Raven 405, ASC-24 PART DA - ADDITIONAL SPECIAL CONDITIONS 3. Specialty Cement (If required for leveling or filling): The specialty cement -based coating material shall be either Quadex QM-1s as manufactured by Quadex, Inc. or Reliner MSP as manufactured by Standard Cement Materials. 4. Material Identification: The protective coating material sprayed onto the surface of the structure shall be a urethane or epoxy resin system formulated for the application to a sanitary sewer environment. The spray system shall exhibit the minimum physical properties as follows: Property Standard Long Term Value Tensile Strength ASTM D-638 5,000 psi Flexural Stress ASTM D-790 10,000 psi Flexural Modulus ASTM D-790 550,000 psi 5. Mixing and Handling: Mixing and Handling of specialty cement material and protective coating material, which may be toxic under certain conditions shall be in accordance with the recommendations of the manufacturer and in such a manner as to minimize hazard to personnel. It is the responsibility of the Contractor to provide appropriate protective measures to ensure that materials are under control at all times and are not available to unauthorized personnel or animals. All equipment shall be subject to the approval of the Engineer. Only personnel thoroughly.familiar with the handling of the coating material shall perform the spray coating operations and coating installations. C. EXECUTION: 10/23/08 1. General: Protective coating shall not be installed until the structure is complete and in place. 2. Preliminary Repairs: a. All foreign materials shall be removed from the interior of the structure using high pressure water spray (3500 psi to 4000 psi at spray tip). b. All unsealed lifting holes, unsealed step holes, and voids larger than approximately one-half (1/2) inch in thickness shall be filled with patching compound as recommended by the material supplier for this application. c. After all repairs have been completed, remove all loose material. 3. Protective Coating: a. The protective coating shall be applied to the structure from the bottom of the frame to the bench, down to the top of the trough. The top of the structure shall also be coated. b. The protective coating shall be installed in accordance with the manufacturer's recommendations and the following procedure. ASC-25 PART DA - ADDITIONAL SPECIAL CONDITIONS 1) The surface shall be thoroughly cleaned of all foreign materials and matter. 2) Place covers over the invert to prevent extraneous material from entering the sewers. 3) If required for filling or leveling, apply specialty cement product to provide a smooth surface for the coasting material. 4) Spray the urethane or epoxy onto the structure wall and bench/trough to a minimum uniform thickness of 125 mils (0.125 inches). Thickness to be verifiable through the use of methods acceptable to the Engineer. After the walls are coated, the wooden bench covers shall be removed. 5) The final application shall have a minimum of three (3) hours cure time or be set hard to the touch, before being subjected to active flow. 6) No applications shall be made to frozen surfaces or if freezing is expected to occur inside the structure within 24 hours after application. 4. Testing of Rehabilitated Manholes: Testing of rehabilitated manholes for watertightness shall be performed by the Contractor after operations are complete in accordance with the Section D-36 - VACUUM TESTING OF SANITARY SEWER MANHOLES. MEASUREMENT AND PAYMENT: Payment shall be based on the Contract Unit Price Bid per vertical foot, measured from the bottom of the frame to the top of the bench. The Contract Unit Price shall be payment in full for performing the work and for furnishing all labor, supervision, materials, equipment and material testing required to complete the work. Pressure grouting, if necessary to stop active infiltration prior to application of the protective coating, shall be included in the above unit price. Grouting of the pipe seals, bench and trough, and lower portion of a particular structure, if required by the Engineer, shall be paid for separately, as specified in Section DA-10, MANHOLE REHABILITATION. DA-10 MANHOLE REHABILITATION A. GENERAL 1. Scope. This section covers the rehabilitation of sanitary sewer manholes and other appurtenances in accordance with the Manhole Rehabilitation Details in the specifications. The rehabilitation requirements for each manhole are listed in the Manhole Rehabilitation Schedule in the specifications. Manhole rehabilitation includes repairing, replacing, or restoring manhole frame & cover, frame seal, chimney, corbel, wall, bench, invert and/or pipe seal(s). 10/23/08 The Contractor shall furnish all labor, supervision, materials, equipment and testing required to complete the rehabilitation of the manholes listed in these Contract Documents. ASC-26 PART DA - ADDITIONAL SPECIAL CONDITIONS 2. General: Contractor is responsible for locating all manholes scheduled for rehabilitation. Contractor shall notify City Engineer if a manhole cannot be located. Contractor shall contact City Engineer to determine if materials removed from rehabilitated manholes will remain the property of the Owner. If so, Contractor shall coordinate when and where to deliver salvaged material to the Fort Worth Water Department. If not, Contractor shall be responsible for disposal of material. Contractor shall provide watchmen, barricades and warning signs to protect his workers, inspectors, and the public. Contractor shall, at no additional cost to the Owner, replace any portion of an existing manhole that is damaged during rehabilitation of the manhole. Contractor shall provide necessary means to prevent wastewater flow from contacting material used for rehabilitation prior to fully curing. Loose and broken brick and mortar shall be removed immediately from the manhole to eliminate the possibility of pieces entering the sewer lines. 3. Submittals: a. Product Information. Contractor shall submit manufacturer's information on products proposed to be used that are not specifically named in the Contract Documents. b. Personnel Qualifications. Prior to starting manhole coating, Contractor shall submit qualifications of personnel that will be performing wall repairs and coating procedures. Proposed personnel shall verify certification within the last two years by the coating manufacturer and verify working on at least three projects with similar coating within the previous 12 months. c. Work Schedule. Prior to beginning work on bench and invert replacements, complete manhole replacements, or construction of new maintenance manholes, Contractor shall submit for review by Owner's Representative a plan for maintaining wastewater flow without any interruptions. Contractor shall maintain wastewater flow at all times. 4. Quality Assurance. Contractor will be responsible for all testing laboratory services in connection with data required for review of materials proposed to be used in the Work. Contractor shall obtain Engineer's acceptance of the testing laboratory before having services performed and shall pay for all costs for testing. Owner may, at his discretion, perform quality control tests on materials during and after their incorporation in the Work. If any of these tests fail, Contractor will be responsible for correcting situation and shall pay for any retest. All costs for quality assurance testing will be subsidiary to the Work. 5. Delivery, Storage, and Handling. Upon delivery, all material shall immediately be stored and protected until installed in the Work. All material shall be labeled and stored in accordance to the manufacturer's recommendations and all local, state, and federal regulations. 6. Testing. All rehabilitated manholes shall be tested in accordance with Section D-63. B. MATERIALS 10/23/08 ASC-27 PART DA - ADDITIONAL SPECIAL CONDITIONS 1. Cleaners: Water Cleaners 2. Wall, Bench, Trough, Grouting, and Pipe Seal Repair Hydraulic Cement Quick -setting Mortar Urethane Gel Grout Cementitious Grout Material Activated Oakum Two -Part Epoxy Adhesive Coating Concrete Bonding Agent Concrete 3. External Manhole Coating Coal Tar 4. Internal Manhole Coatings Non-cementitious Cementitious 5. Frames, Covers, and Inserts 6. 7. 8. 10/23/08 Manhole Frames and Covers Watertight Manhole Frames and Covers Manhole Insert — Polyethylene Manhole Insert - Stainless Steel Fiberglass Manhole Liner PVC Lined Concrete Wall Reconstruction Joint Material ASC-28 Clean and free from deleterious substances. Detergent, muriatic acid or approved equal. Strong -Seal Plug, Penny Grout, IPA "Octocrete", or approved equal. Strong -Seal QSR, Rapid Set, or approved equal. Scotch -Seal "5610 and 5612" or approved equal. Sauereisen Cements "F-100 Grout" or approved equal. 3M Scotch Seal "5600" or approved equal. American Chemical Corp. "Aquatapoxy" or approved equal. ThoroSeal "Acryl 60" or approved equal. Material in accordance with City of Fort Worth Water Department General Contract Documents. Tnemec "46-450 Heavy Tnemecol", Kop Coat "Bitumastic Black Solution", or approved equal. Sprayroq "Spray Wall" or Raven 405. Standard Cement Materials "Reliner MSP" or Quadex "QM-1s". McKinley "Type N with indented top", Neenah "R1726A", or approved equal. Neenah "R1915-E, Type L" or approved equal. Corrosion -proof high density polyethylene, 1/8" thick in accordance with Fort Worth Water Department General Standards E100- 4. Southwestern Packing & Seals, Inc., "TetherLok". Material in accordance with Section DA-15 of these specifications. Material in accordance with Section DA-16 of these specifications. PART DA - ADDITIONAL SPECIAL CONDITIONS Adjustment Rings Bitumastic Gasket Material Bitumastic Trowelable Material 9. Miscellaneous Root inhibitor C. EXECUTION Single -piece, precast concrete, ASTM C478, 2" min. thickness. RAM-NEK, EZ-STIK or approved equal. GS-702 compound or approved equal. Dichlobenil 2,6 - dichlorobensonitrile, or approved equal. 1. Inspection. Prior to beginning the Work on a manhole, the Contractor shall inspect the manhole and notify City Engineer if actual conditions are in conflict with Manhole Rehabilitation Schedule. After City Engineer revises schedule, Contractor shall commence with Work. 2. Manhole Rehabilitation Repairs. Each manhole listed in the Manhole Rehabilitation Schedule will be repaired with at least one of the following repair methods. The requirements for each repair shall be completed as described in this section and as indicated on the Manhole Rehabilitation Details in the specifications. 10/23/08 a. Cover/Frame/Frame Seal Replacement. 1) Paved Areas: Make square full depth saw cut and remove the pavement to expose the entire manhole frame and exterior of manhole a minimum of 6 inches below the top of the structurally sound structure, keeping trench sides as vertical as possible. Remove the pavement by breaking out from saw cut toward the manhole to avoid breaking the frame. Non -paved Areas: Excavate adjacent to the manhole to expose the entire frame to a minimum depth of 6 inches below the top of the structurally sound structure, keeping trench sides as vertical as possible. Limit excavation to a 6-foot by 6-foot working area. 2) Remove and replace the existing frame, cover, and sealing material. Furnish bolt down frame and cover, if required by Manhole Rehabilitation Schedule in the Specifications. If grade rings are broken, deteriorated, or loose, Contractor shall notify Engineer prior to placing manhole frame. Also, if manhole contains brick grade adjustments on top of concrete corbel or chimney, Contractor shall replace the brick grade adjustments with precast concrete rings in accordance with manhole grade ring replacements. 3) Clean exposed interior and exterior surfaces of the existing chimney and inspect for reuse. Wire brush and apply a concrete bonding agent and quick setting hydraulic cement to the top surface of the manhole to provide a smooth surface prior to installing new grade rings and bitumastic material. ASC-29 10/23/08 PART DA - ADDITIONAL SPECIAL CONDITIONS 4) Surfaces between the frame, adjustments, and corbel sections shall be free of dirt and debris. Bitumastic gasket material (minimum 1/2 inch thick) shall be placed in two concentric rings along the inside and outside edge of each joint or use bitumastic trowelable material. Butt joints of the two rows of bitumastic material shall be positioned opposite of each other. No steel shims, wood, stones, or any material not specifically accepted by the Engineer may be used to obtain final surface elevation of the manhole frame. 5) In paved areas, frames shall be installed so the top of the casting will conform to the slope and finish elevation of the paved surface. Allowances for the compression of the bitumastic material shall be made to assure a proper final grade elevation. Manhole rims in parkways, lawns, or other improved lands shall be at an elevation not more than one (1) inch nor less than one-half (1/2) inch above the surrounding ground. Backfill shall provide a uniform slope from the manhole frame for not less than three (3) feet each direction to existing ground elevations. 6) In drainage areas, frames shall be installed so the top of the casting will be at the same elevation that existed prior to rehabilitating the manhole. 7) If the inside diameter of the manhole is too large to safely support new grade adjustments or frame, the corbel shall be replaced or a flattop installed prior to placing frame. 8) The exposed, exterior surfaces of manhole corbel, chimney, and frame shall be wire brushed and coated with two coats of coal tar, 14 mils DFT. The grade adjustments shall be wrapped with a 6 mil polyethylene sheet. 9) In unpaved areas, backfill with excavated material and compact with mechanical equipment. In paved areas, backfill with granular material meeting requirements of Item 402 and Section E1-2 to the limits shown on figures in Section H. 10) A concrete collar shall be constructed in accordance with Figure 121. Concrete collars will be required on rehabilitated manholes and new replacement manholes as listed in the manhole rehabilitation schedule. Construction of concrete collar will be paid for separately for each manhole and shall include surface restoration (including seeding/sodding) and permanent pavement repair. Repair of pavement outside of 4 foot by 4 foot concrete collar shall be equal to or superior in composition, thickness, etc., to existing pavement and/or as detailed in the Transportation and Public Works Department typical sections for Pavement and Trench Repair for Utility Cuts, Figures 1 through 5. Non-standard concrete collars shall be constructed at locations authorized by the Engineer. b. Reseating/Sealing of Existing Frame - Work shall be done in accordance with Section D-27, with the exception that the existing frame shall be reused. The frame and cover shall be inspected for any defects and notify the Owner's ASC-30 PART DA - ADDITIONAL SPECIAL CONDITIONS representative if it is damaged or deteriorated. All scale, dirt, and debris shall be removed from the existing casting with a wire brush. a. Grade Adjustment - All Work shall be done in accordance with Section D-27, with the exception that the existing frame shall be raised or lowered to surrounding surface elevations in accordance with the Grade Adjustment Detail. 1) In brick manholes, remove and replace the defective chimney up to a maximum of 24 inches below the frame. If chimney is defective below 24 inches, Contractor shall notify Engineer prior to completing manhole rehabilitation. 2) Existing defective concrete grade ring adjustments and all brick or block adjustments shall be replaced with precast concrete adjustment rings. 3) Where partial manhole replacement is required on the Manhole Rehabilitation Schedule, the following shall apply : a) The extent of partial manhole replacement shall be based on the depth of deterioration as determined by the Owner's Representative. The remaining structure shall be capable of supporting the newly constructed portions of the manhole. b) Excavate the work area to expose the entire depth of deterioration in the existing manhole to a minimum depth of 6 inches below the top of structurally -sound structure. c) Perform reconstruction to allow easy access into the manhole. No more than 12 inches of depth of precast concrete grade adjustment rings shall be allowed to obtain proper grade. Perform reconstruction in accordance with the Partial Manhole Replacement Detail. d) Seal manhole joints in accordance with Section D-27. e) Precast corbel, or barrel sections may be used as necessary. The diameter of the precast sections shall be consistent with the existing remaining structure. Place a flattop section on existing manhole structure prior to setting precast sections. Flattop sections shall not overhang existing manhole structures by more than 6 inches. If the clearance from the underside of the proposed flattop to the manhole invert is less than 4 '/2 feet, the manhole shall be completely replaced. f) Partial Manhole Replacement shall also include replacement of frame, cover, and sealing of frame and grade adjustments. g) 10/23/08 Remove all debris from reconstruction from the manhole and dispose of properly. ASC-31 10/23/08 PART DA - ADDITIONAL SPECIAL CONDITIONS Interior Manhole Coating - Interior manhole coating shall meet the requirements of Section DA-12, DA-13, DA-14, DA-15, DA-16 and DA-17. e. Bench and Invert Rehabilitation 1) Remove existing deteriorated bench and invert material to solid material. Care shall be taken to avoid allowing broken pieces of brick and mortar to enter the sewer lines. 2) Apply concrete bonding agent and quick setting concrete to form a smooth surface and continuous invert with the sewer pipe. New bench and invert shall be formed in accordance with repair Bench and Invert Rehabilitation Detail. f. Bench and Invert Replacement g. 1) Remove the existing bench and trough completely. If the existing trough is formed of sewer pipe laid continuously through the manhole, special care shall be taken to ensure that the pipe seal and the sewer pipe to remain is not damaged. Contractor shall, at no additional cost, replace any portion of the existing manhole or sewer pipe to remain that is damaged during bench and invert replacement. 2) Install new bench and trough with Class A concrete in accordance with repair detail. Surface shall be troweled smooth and the invert of the trough shall form a continuous smooth flow path from pipes entering the manhole to where they exit. The bench and invert shall form a watertight seal with the manhole wall, pipe, and bench/trough area. 3) If the manhole base is deteriorated or nonexistent, the minimum thickness of the bench/trough shall be six inches. Removal of Existing Manhole - Work shall be conducted as specified in Section D- 29. h. Construct New Manhole 1) Completely remove the existing manhole structure. 2) Construct new manhole in accordance with Section D-27 of these specifications. Connect to existing sewers using flexible couplings. 3) Contractor shall maintain existing wastewater flows at all times. Contractor shall submit a plan for maintaining wastewater flows to the Engineer prior to beginning work. i. Pressure Grout Pipe Seals, Bench and Trough, and Lower Portion of Manhole 1) All work shall be done in accordance with Section DA-19 of these specifications. ASC-32 10/23/08 j• PART DA - ADDITIONAL SPECIAL CONDITIONS 2) Remove all foreign materials from the manhole walls around the pipe seal and within the pipe seal itself, including all loose and protruding brick, mortar and concrete. Stop active leaks using products specifically for that purpose. 3) Remove deteriorated area of the pipe seal to sound material. Apply bonding agent to area and place hydraulic cement to fill voids to form a watertight seal around pipe. 4) Drill holes around the pipe seal, bench/trough and lower portion of the manhole and inject urethane gel grout into holes in accordance with repair detail. Activated oakum rope shall be used to fill the injection hole after removal of the grouting probe. Patch the injection hole with hydraulic cement and apply a water resistant two-part epoxy coating to the patch. Clean all grout from interior of manhole. Manhole Step Removal - Remove existing manhole steps and fill voids with hydraulic cement in accordance with repair detail. k. Patch Holes - Clean and remove loose debris from holes to be patched. Apply bonding agent to surface of holes and fill voids with hydraulic cement in accordance with repair Patch Holes Detail. I. Watertight Manhole Insert - Install watertight gasketed manhole inserts as specified in Fort Worth Water Department Standard E100-4. m. Grout Flattop to Wall Joint - Injection holes shall be drilled through the manhole at 90 degree angles from each other within 4 inches of the bottom of the flattop. Provide additional holes near observed defects, if necessary. Urethane gel grout shall be injected through the holes under pressure with a probe designed for this purpose. Injection pressure shall not cause damage to the manhole structure or surrounding surface features. Grouting from the ground surface will not be allowed. Grout travel shall be verified by observation of grout at defects or adjacent injection holes. Provide additional injection holes, if necessary, to ensure grout travel. Injection holes shall be cleared with a drill and patched with a waterproof quick setting mortar. The flattop to wall joint shall be pressure washed, cleaned, filled with a non -shrink grout, and finished smooth. n. Fiberglass Manhole Insert - Work shall be conducted as specified in Section DA-18. o. PVC Lined Concrete Wall Reconstruction - Work shall be conducted as specified in Section DA-19. p. Point Repair to Replace Sewer Line, 6"-15" Diameter - This item shall apply at those locations indicated in the Manhole Rehabilitation Schedule and those additional locations authorized by the Engineer. The Contractor shall excavate adjacent to the manhole to uncover the damaged sewer pipe. This pipe shall be carefully removed from the manhole to the first sound joint (maximum of 5 feet) of ASC-33 q_ PART DA - ADDITIONAL SPECIAL CONDITIONS pipe. This pipe shall be replaced with SDR 35 PVC pipe of the same nominal size. This pipe shall be connected to the existing sewer using flexible connectors approved by the City. The connection of the new pipe to the manhole shall be made using flexible gaskets meeting the requirements of ASTM C-923, grouted into the manhole wall using non -shrink grout. Embedment material shall be installed around the pipe up to the pipe springline. Backfill material conforming to City specifications shall be placed and compacted as required. This item shall include surface restoration and permanent pavement repair. Bypass Pumping - The Contractor shall furnish and operate pumping equipment and piping as required for bypass pumping necessary to complete any manhole replacement or rehabilitation work. D. MEASUREMENT AND PAYMENT 10/23/08 1. Frame and Cover Replacement: Payment for installation of new manhole frames and covers shall be based on the Contract unit price and the actual quantity installed. The Contract unit price shall be full payment for the new manhole frame and cover, excavation, installation of the manhole frame and cover, minor grade adjustment, backfill, and demolition and disposal of waste materials. 2. Grade Ring Replacement: Payment for installation of new grade rings shall be based on the Contract unit price and the actual quantity of new grade rings installed. The Contract unit price shall be full payment for the new grade rings. All costs for installing and sealing grade rings shall be included in the applicable Contract unit price for sealing of frame and grade rings. 3. Paved Frame and Grade Adjustment Sealing: Payment for sealing manhole frames and grade adjustment rings in paved areas shall be based on the Contract unit price and the actual number of manholes where sealing of the manhole frame and/or grade adjustments in paved are required. The Contract unit price shall be full payment for excavation, pavement removal, sealing materials, installation of grade rings, sealing, minor grade adjustment, backfill, and demolition and disposal of waste materials. 4. Non -Paved Frame and Grade Adjustment Sealing: Payment for sealing manhole frames and grade adjustment rings in non -paved areas shall be based on the Contract unit price and the actual number of manholes where sealing of the manhole frame and/or grade adjustments in non -paved are required. The Contract unit price shall be full payment for excavation, sealing materials, installation of grade rings, sealing, minor grade adjustment, backfill, surface restoration, and demolition and disposal of waste materials. 5. Interior Manhole Coating: Payment for interior manhole coating shall be based on the Contract unit price where interior manhole coating is applied. The Contract unit price shall be full payment for surface preparation, interior coating of the corbel, wall and bench, and cleanup. 6. Pressure Grout Pipe Seals, Bench and Trough, and Lower Portion of Manhole: Payment for grouting pipe seals, bench and trough, and lower portion of the ASC-34 10/23/08 PART DA - ADDITIONAL SPECIAL CONDITIONS manhole shall be based upon the Contract unit price and the actual quantity of manholes where pipe seals, bench and trough and lower portion of the manhole were grouted. The Contract unit price shall be full payment for the preliminary repairs, rehabilitating the pipe seals, grout material, installation of the grout materials and cleanup. 7. Bench and Invert Rehabilitation: Payment for bench and invert rehabilitation shall be based upon the Contract unit price and the actual number of manholes where the bench and invert were rehabilitated. The Contract unit price shall be full payment for materials and bench and invert rehabilitation. 8. Bench and Invert Replacement: Payment for bench and invert replacement shall be based upon the Contract unit price and the actual quantity of manholes where the bench and invert were replaced. The Contract unit price shall be full payment for materials, installation of materials, and demolition and disposal of waste materials. 9. Patch Holes: Payment for patching holes shall be based upon the Contract unit price and the actual number of manholes that were patched. The Contract unit price shall be full payment for surface preparation, patching of the holes, and cleanup. This item is allowed for payment only when it is included in the Manhole Rehabilitation Schedule. Patching holes prior to interior coating of manholes is not a pay item. 10. Manhole Step Removal: Payment for manhole step removal shall be based upon the Contract unit price per manhole and the actual number of manholes that had steps removed. The Contract unit price shall be full payment for removal and disposal of the steps and patching of the voids created by step removal. 11. Watertight Manhole Insert: Payment for watertight manhole inserts of the respective type shall be based upon the Contract unit price and the actual number of inserts of each type installed. The Contract unit price shall be full payment for the watertight manhole insert and installation of the insert in the manhole. 12. New Sanitary Sewer Manhole: Payment shall be made as indicated in Measurement and Payment, Section D-27 in these specifications. This item shall include up to five (5) linear feet of new PVC pipe at each manhole pipe connection and connecting to the existing sewer. 13. Concrete Manhole Collars: a. Paved Areas. Payment for manhole collars in paved areas shall be based on the Contract unit price and the actual quantity installed. The Contract unit price shall be full payment for labor, materials, pavement sawing, excavating, disposal of waste materials. Payment shall not include pavement replacement, which if required, shall be paid separately. b. Non -Paved Areas. Pavement for manhole collars in non -paved areas shall be based on the Contract unit price and the actual quantity installed. The ASC-35 PART DA - ADDITIONAL SPECIAL CONDITIONS Contract unit price shall be full payment for labor, materials, excavation, disposal of waste materials, and surface restoration. 14. Partial Manhole Replacement: Payment for partial manhole replacement shall be based on the Contract unit price per vertical foot measured from the top of the frame to the top of the structurally sound existing manhole. The Contract unit price shall be full payment for furnishing all labor and materials necessary, including excavation and removal of the existing structure, replacement of the frame and cover, installation of new adjustment rings, flattop, corbel or wall sections, sealing, backfilling, and unpaved surface restoration. Payment shall not include pavement replacement, which if required, shall be paid separately. 15. Interior Corrosion Protection: Payment shall be made as indicated in Measurement and Payment, Section DA-9 in these specifications. 16. Grout Flattop to Manhole Wall Joint: Payment for grouting the flattop to manhole wall joint shall be based upon the Contract unit price and the actual number of joints grouted. The Contract unit price shall be full payment for all material, labor and cleanup required to complete each joint grouting. 17. Fiberglass Manhole Insert: Payment shall be made as indicated in Measurement and Payment, Section DA-18 in these specifications. 18. PVC Lined Concrete Wall Reconstruction: Payment shall be made as indicated in Measurement and Payment, Section DA-19 in these specifications. 19. Point Repair to Replace Sewer Line, 6" - 15" Diameter: Payment for each point repair shall be based upon the Contract unit price for each manhole connection actually repaired. The Contract unit price shall be full payment for all material, labor, and cleanup required to complete each manhole connection repair. 20. Flattop Replacement: Payment for each flattop replacement shall be based on the Contract unit price for each flattop actually replaced. The Contract unit price shall be payment in full for all labor, material, and cleanup required to complete each flattop replacement. Payment for frame and cover replacement, grade rings, sealing, and concrete manhole collar as required to complete the manhole rehabilitation will be paid for separately at the applicable Contract Unit Prices. 21. Bypass Pumping: All bypass pumping shall be a subsidiary obligation of the Contractor. All costs for bypass pumping shall be included in the Contract unit price for the items requiring bypass pumping. DA-11 SURFACE PREPARATION FOR MANHOLE REHABILITATION A. GENERAL: This item shall govern the preparation of surfaces for manhole rehabilitation. B. CLEANING: 10/23/08 ASC-36 PART DA - ADDITIONAL SPECIAL CONDITIONS 1 Covers (screens) shall be placed over the pipe inverts to prevent extraneous material from entering the sewer system. 2. All concrete that is not sound or has been damaged by chemical exposure shall be removed from the manhole. Loose and protruding brick, mortar and concrete shall be removed using a masonry hammer and chisel and/or scrapers. Existing roots and manhole steps shall be removed by cutting them flush with the wall of the manhole. 3. All contaminates including but not limited to: oils, grease, waxes, form release, curing compounds, efflorescence, sealers, salts, incompatible existing coatings, and all other contaminants shall be removed. 4. Surfaces to receive protective coating shall be cleaned and abraded to produce a sound concrete/brick surface with adequate profile and porosity to provide a strong bond between the protective coating and the substrate. All foreign materials shall be removed from the manhole interior using high pressure water spray (3500 psi to 4000 psi). Cleaning equipment shall have a pressure gauge that indicates the water pressure being used. 5. Detergent water cleaning, muriatic acid, and hot water blasting shall be used, if necessary, to remove dirt, oils, grease, and other matter which may prevent a good bond of sealing material to the manhole surface. A mild chlorine solution (household bleach) may be used to neutralize the surface to diminish microbiological bacteria growth prior to final rinse and coating. C. PRELIMINARY REPAIRS 1. All unsealed lifting holes, unsealed step holes, voids larger than approximately one- half (1/2) inch in thickness shall be filled with patching compound at least one hour (1) prior to application of the first spray coat. 2. Active leaks shall be stopped using City approved products specifically for that purpose and according to manufacturer's recommendation. Some leaks may require grouting to stop the inflow. Grouting shall be performed in accordance with City specifications and Section DA-20 - PRESSURE GROUTING. 3. Bench area shall be built up if required to provide a uniform slope from the circumferences to the manhole trough. City approved cementitious patching compounds or epoxy grout as recommended by manufacture shall be used. 4. After all repairs have been completed, all loose material shall be removed from the manhole. Contractor shall insure no material is allowed to enter the sewer system. 5. Contractor shall ensure the manhole is clear of all detergents and cleaners and that all active infiltration has been stopped prior to application of protective manhole coatings for rehabilitation. D. INSPECTION 10/23/08 ASC-37 PART DA - ADDITIONAL SPECIAL CONDITIONS Applicator shall carefully inspect all surfaces prior to application of protective coating and shall notify Owner of any noticeable disparity in the surface which may interfere with the proper performance of the repair mortar and protective coating. E. MEASUREMENT AND PAYMENT Payment for Surface Preparation shall be considered subsidiary to the cost for Interior Manhole Coating or Protective Manhole Coating for Corrosion Protection. DA-12 INTERIOR MANHOLE COATING - MICROSILICATE MORTAR SYSTEM (OMIT) DA-13 INTERIOR MANHOLE COATING - QUADEX SYSTEM (OMIT) DA-14 INTERIOR MANHOLE COATING - SPRAY WALL SYSTEM A. GENERAL 1. Scope This section governs all work, materials and testing required for the application of interior manhole coating. Manholes designated for interior coating are listed on the Manhole Rehabilitation Schedule. Interior manhole coating shall meet the requirements of this Section or of Section DA-12, DA-13, DA-15, DA-16 or DA-17. 2. Description The Contractor shall be responsible for the furnishing of all labor, supervision, materials, equipment, and testing required for the completion of interior coating of manholes in accordance with the Contract Documents. 3. Manufacturer's Recommendations Materials, mixture ratios, and procedures utilized for the coating process shall be in accordance with manufacturer's recommendations. 4. Manholes Manholes to be coated are of brick, block, or concrete construction. All manholes shall have a minimum of one-half (1/2) inch specialty cement -based coating material (Quadex QM-1s or Reliner MSP) sprayed or trowelled on coating over the original interior surface. B. MATERIALS 1. Scope This section governs the materials required for completion of interior coating of manholes. 2. Interior Coating 10/23/08 ASC-38 PART DA - ADDITIONAL SPECIAL CONDITIONS The interior coating shall be a proprietary two component, 100 percent solids, rigid polyurethane system designated as Spray Wall as manufactured by Sprayroq, Inc. 3, Specialty Cement The specialty cement -based coating material shall be either Quadex QM-1s as manufactured by Quadex, Inc. or Reliner MSP as manufactured by Standard Cement Materials. 4. Material Identification The interior manhole coating material sprayed onto the surface of the manhole shall be a urethane resin system formulated for the application to a sanitary sewer environment. The spray system shall exhibit the physical properties as follows: Property Standard Long Term Value Tensile Strength ASTM D-638 5,000 psi Flexural Stress ASTM D-790 10,000 psi Flexural Modulus ASTM D-790 550,000 psi 5. Mixing and Handling Mixing and handling of specialty cement material and interior coating material, which may be toxic under certain conditions shall be in accordance with the recommendations of the manufacturer and in such a manner as to minimize hazard to personnel. It is the responsibility of the Contractor to provide appropriate protective measures to ensure that materials are under control at all times and are not available to unauthorized personnel or animals. All equipment shall be subject to the approval of the Engineer. Only personnel thoroughly familiar with the handling of the coating material shall perform the spray coating operations and coating installations. C. EXECUTION 1. General Manhole coating shall not be installed until sealing of manhole frame and grade adjustments, or partial manhole replacement when required for the manhole per the Manhole Rehabilitation Schedule, is complete. 2. Temperature Normal interior coating operation shall be performed at temperatures of 40°F or greater. No application shall be made when freezing is expected within 24 hours. 3. Interior Manhole Coating 10/23/08 ASC-39 PART DA - ADDITIONAL SPECIAL CONDITIONS a. The interior coating shall be applied to the manhole from the bottom of the frame to the bench, down to the top of the trough. b. The interior coating shall be installed in accordance with the manufacturer's recommendations and the following procedure. 1) The surface shall be thoroughly cleaned of all foreign materials and matter. Cleaning shall be accomplished by using high pressure water spray (minimum 3500 psi at spray tip), cleaning with muriatic acid, degreaser, or other solvents as needed in order to remove any film or residue on the surface. 2) Place covers over the invert to prevent extraneous material from entering the sewers. 3) Apply a minimum of one-half (1/2) inch specialty cement product (Quadex QM-1s or Reliner MSP) smooth surface for the urethane coating material. 4) Spray the urethane onto the manhole wall and bench/trough with a minimum thickness of 125 mils (0.125 inches). Thickness to be verifiable through the use of methods acceptable to the Engineer. Coat trough area with specialty cement product (Quadex QM-1s or Reliner MSP). 1. Testing of Rehabilitated Manholes a. Testing of rehabilitated manholes for watertightness shall be performed by the Contractor after operations are complete in accordance with Section DA- 21. D. MEASUREMENT AND PAYMENT Payment shall be based on the Contract Unit Price per vertical foot, measured from the bottom of the frame to the top of the bench. The Contract Unit Price shall be payment in full for performing the work and for furnishing all labor, supervision, materials, equipment and material testing required to complete the work. Grouting, if necessary, shall be included in the above unit price. Grouting of the pipe seals, bench and trough, and lower portion of a particular manhole, if required by Manhole Rehabilitation Work Schedule or required to be done by the Engineer, shall be paid for separately at the Contract Unit Price. DA-15 INTERIOR MANHOLE COATING - RAVEN LINING SYSTEM A. GENERAL 1. Scope 10/23/08 This section governs all work, materials and testing required for the application of interior manhole coating. Manholes designated for interior coating are listed of the ASC-40 PART DA - ADDITIONAL SPECIAL CONDITIONS Manhole Rehabilitation Schedule, listed in Section I. Interior manhole coating shall meet the requirements of this Section, or of Section DA-12, DA-13, DA-14, DA-16 or DA-17. 2. Description The Contractor shall be responsible for the furnishing of all labor, supervision, materials, equipment, and testing required for the completion of interior coating of manholes in accordance with the Contract Documents. 3. Manufacturer's Recommendations Materials, mixture ratios, and procedures utilized for the coating process shall be in accordance with manufacturer's recommendations. 4. Manholes Manholes to be coated are of brick, block, or concrete construction. All manholes shall have a minimum of one-half (1/2) specialty cement -based coating material (Quadex QM-1s or Reliner MSP) sprayed or trowelled on coating over the original interior surface. B. MATERIALS 1. Scope This section governs the materials required for completion of interior coating of manholes. 10/23/08 2. Interior Coating Raven Ultra High -Build epoxy Coating, a two-part epoxy resin system using 100% solids based epoxy binder with fibrous and flake fillers, is manufactured by Raven Lining systems and designated as Raven 405. 3. Specialty Cement The specialty cement -based coating material shall be either Quadex QM-1s as manufactured by Quadex, Inc. or Reliner MSP as manufactured by Standard Cement Materials. 4. Material ldentification Contractors will completely identify the types of grout, mortar, sealant, and/or root control chemicals proposed and provide case histories of successful use or defend the choice of grouting materials based on chemical and physical properties, ease of application, and expected performance. These grouting materials shall be compatible with Raven 405 interior coating. The contractor shall be responsible for getting approval from Raven Lining systems and/or the grout manufacturers for the use of these grouting materials. ASC-41 PART DA - ADDITIONAL SPECIAL CONDITIONS 5. Mixing and Handling Mixing and handling of interior coating, which may be toxic under certain conditions shall be in accordance with the recommendations of the manufacturer and in such a manner as to minimize hazard to personnel. It is the responsibility of the Contractor to provide appropriate protective measures to ensure that materials are under control at all times and are not available to unauthorized personnel or animals. All equipment shall be subject to the approval of the Engineer. Coating shall be performed only by certified applicators approved by the manufacturers. C. EXECUTION 1. General 10/23/08 Manhole coating shall not be performed until sealing of manhole from frame and grade adjustments, partial manhole replacement, manhole grouting or sewer replacement/repairs are complete. 2. Temperatures Normal interior coating operation shall be performed at temperatures of 40°F or greater. No application shall be made when freezing is expected within 24 hours. 3. Interior Manhole Coating Manholes scheduled for interior coating are shown on the Manhole Rehabilitation Schedule. The interior coating shall be applied to the manhole from the bottom of the manhole frame to the bench/trough, including the bench/trough. b. The interior coating shall be installed in accordance with the manufacturer's recommendations and the following procedure. 1) The surface preparation shall comply with the requirements of Section DA-11, SURFACE PREPARATION FOR MANHOLE RESTORATION. Apply a minimum of one-half (1/2) inch specialty cement -based product (Quadex QM-1s or Reliner MSP) smooth surface for the urethane coating material. 3) The surface prior to application may be damp but shall not have noticeable free water droplets seeping or running water. Material shall be spray applied per manufacturer's recommendations with a minimum thickness of 125 mils (0.125 inch). 4) After the walls are coated, the wooden bench covers shall be removed and the bench sprayed to the same average and minimum thickness as required for the walls. ASC-42 PART DA - ADDITIONAL SPECIAL CONDITIONS 5) The final application shall have a minimum of three (3) hours cure time or be set hard to the touch, before being subjected to active flow. 6) No applications shall be made to frozen surfaces or if freezing is expected to occur in side the manhole within 24 hours after application. 4. Testing of Rehabilitated Manholes a. After the epoxy liner has set (hard to touch), all visible pinholes shall be repaired. Repairs shall be made by lightly abrading the surface and brushing the lining material over the area. All blisters and evidence of uneven cover shall be repaired according to the manufacturer's recommendations. Spot check of coating thickness may be made by Owner's Representative, and the contractor shall repair these areas as required, at no additional cost to the Owner. b. Testing of rehabilitated manholes for watertightness shall be performed by the Contractor after operations are complete in accordance with Section DA- 21 — VACUUM TESTING OF REHABILITATED MANHOLES. D. MEASUREMENT AND PAYMENT Payment shall be based on the Contract Unit Price per vertical foot, measured from the bottom of the frame to the top of the bench. The Contract Unit Price shall be payment in full for performing the work and for furnishing all labor, supervision, materials, equipment all testing necessary to complete the work. Payment for grouting of pipe seals, bench and trough and manhole walls shall be based on the Contract Unit Price for each manhole actually grouted. DA-16 INTERIOR MANHOLE COATING: PERMACAST SYSTEM WITH EPDXY LINER (OMIT) DA-17 INTERIOR MANHOLE COATING -STRONG -SEAL -SYSTEM (OMIT) DA-18 RIGID FIBERGLASS MANHOLE LINERS (OMIT) DA-19 PVC LINED CONCRETE WALL RECONSTRUCTION (OMIT) DA-20 PRESSURE GROUTING A. GENERAL 1. Scope. This Section governs all work, materials and testing required for the pressure grouting of manhole defects. Manholes or sections of manholes with active leaks shall be repaired as indicated in the Manhole Rehabilitation Schedule. 10/23/08 ASC-43 PART DA - ADDITIONAL SPECIAL CONDITIONS 2. Description, The Contractor shall be responsible for the furnishing of all labor, supervision, materials, equipment, and testing required for the completion of pressure grouting of manhole defects in accordance with the Contract Documents. 3. Manufacturer's Recommendations. Materials, additives, mixture ratios, and procedures utilized for the grouting process shall be in accordance with manufacturer's recommendations. 4. Manholes. Manholes to be grouted are of brick, concrete, or fiberglass construction. A. MATERIALS 1. Grouting Materials: 10/23/08 a. Urethane Gel Grout: Urethane gel grout, such as Scotch -Seal 5610 gel or equal shall be a hydrophilic polymer. The chemical shall be mixed within the range of from 8 to 10 parts of water and shall contain a reinforcing agent supplied by the same manufacturer. The material shall gel and cure to a tough flexible elastomeric condition. When wet, the gel shall exhibit strength properties of at least 25 psi tensile at 150 percent elongation. The material shall not change in linear dimension more than eight percent when subjected to wet and dry cycles. b. The chemical grout shall be applied so as to have the grout material flow freely into the defects. To avoid any wastage of the material flowing through the defects, a gel control agent may be added. The following properties shall be exhibited by the grout: 1) Documented service of satisfactory performance in similar usage. 2) Controllable reaction times and shrinkage through the use of chemicals supplied by the same manufacturer, The minimum gel set time shall be established so that adequate grout travel is achieved. 3) Resistance to chemicals; resistant to most organic solvents, mild acids and alkali. Compressive recovery return to original shape after repeated deformation. 5) The chemical shall be essentially non -toxic in a cured form. 6) Sealing material shall not be rigid or brittle when subjected to dry atmosphere. The material shall be able to withstand freeze/thaw and moving load conditions. 7) Sealing material shall be noncorrosive. a. A reinforcing agent such as Scotch -Seal Brand 5612 reinforcing agent or equivalent shall be utilized in accordance with manufacturer's recommendations, Any 5612 reinforcing agent which contains lumps must ASC-44 PART DA - ADDITIONAL SPECIAL CONDITIONS be discarded. Care must be taken to be sure that the pH of the water in the tank is from 5 to 9. As a precaution against the possibility of the pH being outside this range, take a small amount of water from the tank to which Gel Reinforcing Agent 5612 is to be added. Add a few drops of 5612 to this test sample. Scotch -Seal Brand Gel Reinforcing Agent 5612 should disperse readily. If precipitation occurs, drain the tank and retest. Repeat as necessary until dispersion occurs. If dispersion does not occur, do not use the water source. b. A filler material such as Celite 292 (diatomaceous earth) from Johns Mansville or equivalent shall be utilized. The addition of the filler material shall not exceed the quantity specified by the manufacturer, and continuous agitation of the water side of the mixture is required. The filler material may also be utilized as a reinforcing agent in accordance with the urethane gel grout manufacturer's recommendations. 1 Additives: Grout additions may be utilized for catalyzing the gel reaction, inhibiting the gel reaction, buffering the solution, lowering the freezing temperature of the solution, acting as a filler, providing strength or for inhibition of root growth. 2. Root Control: A root inhibiting chemical such as dichlobenil shall be added to the chemical grout mixture at a safe level of concentration and shall have the ability to remain active within the grout for a minimum of 12 months. 3. Material Identification: Contractor shall completely identify the types of grout, mortar, sealant, and/or root control chemicals used and provide case histories of successful use or defend the choice of grouting materials based on chemical and physical properties, ease of application, and expected performance, to the satisfaction of the Engineer. 4. Mixing and Handling: Mixing and handling of chemical grout and forming constituents, which may be toxic under certain conditions shall be in accordance with the recommendations of the manufacturer and in such a manner as to minimize hazard to personnel, It is the responsibility of the Contractor to provide appropriate protective measures to ensure that chemicals or gels produced by the chemicals are under control at all times and are not available to unauthorized personnel or animals. All equipment shall be subject to the approval of the Engineer. Only personnel thoroughly familiar with the handling of the grout material and additives shall perform the grouting operations. C. EXECUTION 1. General. Manhole grouting shall not be performed until sealing of manhole frame and grade adjustments, partial manhole replacement, or manhole repairs are complete, 2. Preliminary Repairs: 10/23/08 ASC-45 PART DA - ADDITIONAL SPECIAL CONDITIONS a. Seal all unsealed lifting holes, unsealed step holes, voids larger than approximately one-half (1/2) inch in thickness. AD cracked or deteriorated material shall be removed from the area to be patched and replaced with Octocrete, as manufactured by IPS Systems, Inc. or equal, in accordance with manufacturer's specifications. b. Cut and trim all roots within the manhole. 3. Temperature. Normal grouting operations including application of interior coating shall be performed in accordance with manufacturer's recommendations. 4. Grouting Material Usage. Grouting of the manhole may include corbel, wall, pipe seals, manhole joints, wall to flattop joint, and/or bench/trough. Areas of the manhole designated to be grouted will be directed by the Engineer. If entire manhole is scheduled for grouting, grouting shall include the entire manhole including corbel, wall, pipe seals and bench/trough. Pipe seal grouting shall include all pipe seals in the specified manhole and grouting of the specified manhole including the bench/trough to the maximum height of 18 inches from the crown. 5. Drilling and Injection: a. Injection holes shall be drilled through the manhole wall at locations indicated in the appropriate detail(s). c. Grout shall be injected through the holes under pressure with a suitable probe. Injection pressure shall not cause damage to the manhole structure or surrounding surface features, Grout shall be injected through the lowest holes first. The procedure shall be repeated until the manhole is externally sealed with grout. Grouting from the ground surface shall not be allowed. d. Grout travel shall be verified by observation of grout to defects or adjacent injection holes. Provide additional injection holes, if necessary, to ensure grout travel. e. Injection holes shall be cleaned with a drill and patched with a waterproof quick setting mortar for brick and concrete manholes. 6. Testing of Rehabilitated Manholes. Testing of rehabilitated manholes for water tightness shall be performed by the Contractor in the presence of the Engineer in accordance with the requirement of Section DA-21, VACUUM TESTING OF REHABILITATED MANHOLES of these specifications. D. MEASUREMENT AND PAYMENT If the entire manhole is grouted, the Contract Unit Price shall be per vertical foot grouted as indicated on the Manhole Rehabilitation Schedule included in these specifications or as required by the Engineer. 10/23%08 ASC-46 PART DA - ADDITIONAL SPECIAL CONDITIONS Payment for grouting pipe seals, bench and trough, and 18 inches above crown of pipe, and grouting flattop to wall joint, shall be based on the Contract Unit Price per each manhole rehabilitated as indicated on the Manhole Rehabilitation Schedule. The Contract Unit Price shall be payment in full for performing the work and for furnishing all labor, supervision, materials, equipment, preliminary repairs and testing necessary to complete the work including grouting with urethane grout, DA-21 VACUUM TESTING OF REHABILITATED MANHOLES (OMIT) DA-22 FIBERGLASS MANHOLES (OMIT) DA-23 LOCATION AND EXPOSURE OF MANHOLES AND WATER VALVES (OMIT) DA-24 REPLACEMENT OF CONCRETE CURB AND GUTTER (OMIT) DA-25 REPLACEMENT OF 6" CONCRETE DRIVEWAYS (OMIT) DA-26 REPLACEMENT OF H.M.A.C. PAVEMENT AND BASE (OMIT) DA-27 GRADED CRUSHED STONES (OMIT) DA-28 WEDGE MILLING 2" TO 0" DEPTH 5.0' WIDE (OMIT) DA-29 BUTT JOINTS — MILLED (OMIT) DA-30 2" H.M.A.C. SURFACE COURSE (TYPE "D" MIX) All applicable provisions of Standard Specifications, Item Nos. 312 "Hot -Mix Asphaltic Concrete", 300 "Asphalts, Oils and Emulsions", 304 "Prime Coat", and 313 "Central Plant Recycling -Asphalt Concrete" shall apply to the construction methods for this portion of the project. Standard Specification 312.5 (1) shall be revised as follows: The prime coat, tack coat, or the asphaltic mixture shall not be placed unless the air temperature is fifty (50) degrees Fahrenheit and rising, the temperature being taken in the shade and away from artificial heat. Asphaltic material shall also not be placed when the wind conditions are unsuitable in the opinion of the Engineer. The contractor shall furnish batch design of the proposed hot mix asphaltic concrete for City approval 48 hours prior to placing the H.M.A.C. overlay. The City will provide laboratory control as necessary. The unit price bid per square yard of H.M.A.C. complete and in place, shall be full compensation for all labor, materials, equipment, tools, and incidentals necessary to complete the work. DA-31 REPLACEMENT OF 7" CONCRETE VALLEY GUTTER 10/23/08 ASC-47 PART DA - ADDITIONAL SPECIAL CONDITIONS This item shall include the removal and reconstruction of existing concrete valley gutters at locations to be determined in field: Removal of existing concrete valley, asphalt pavement, concrete base, curb and gutter, and necessary excavation to install the concrete valley gutters all shall be subsidiary to this pay item, Furnishing and placing of 2:27 concrete base and crushed limestone to a depth as directed by the Engineer and necessary asphalt transitions as shown in the concrete valley gutter details, shall be subsidiary to this Pay Item. See standard specification Item No. 314, "Concrete Pavement", Item 312 "Hot -Mix Asphaltic Concrete", Item No. 104, "Removing Old Concrete", Item No. 106, "Unclassified Street Excavation" Item No. 208 "Flexible Base." Measurement for final quantities of valley gutter will be by the square yard of concrete pavement and the curb and gutter section will be included. Contractor may substitute 5" non -reinforced (2:27) Concrete Base in lieu of Crushed Stone at no additional cost. See Item 314" Concrete Pavement". Asphalt base material may be required at times as directed by the Engineer to expedite the work at locations identified in the field. The concrete shall be designed to achieve a minimum compressive strength of 3000 pounds per square inch. Contractor shall work on one-half of Valley Gutter at a time, and the other half shall be open to traffic. Work shall be completed on each half within seven (7) calendar days. If the contractor fails to complete the work on each half within seven (7) calendar days, a $100 dollars liquidated damage will be assessed per each half of valley gutter per day. The unit price bid per square yard for Concrete Valley as shown on the proposal will be full compensation for materials, labor, equipment, tools and incidentals necessary to complete the work. DA-32 NEW 7" CONCRETE VALLEY GUTTER (OMIT) DA-33 NEW 4" STANDARD WHEELCHAIR RAMP (OMIT) DA-34 8" PAVEMENT PULVERIZATION (OMIT) DA-35 REINFORCED CONCRETE PAVEMENT OR BASE (UTILITY CUT) (OMIT) DA-36 RAISED PAVEMENT MARKERS (OMIT) DA-37 POTENTIALLY PETROLEUM CONTAMINATED MATERIAL HANDLING A. GENERAL: 10/23/08 Where known by the design engineer, the locations of potentially petroleum contaminated material (soil) that may be encountered during excavation and/or construction activities will be shown on the plans. For all locations where material is excavated and suspected of being contaminated with petroleum products, whether known or not, these special ASC-48 10/23/08 PART DA - ADDITIONAL SPECIAL CONDITIONS conditions are to be followed. The contractor is also to follow all applicable Federal. State and Local regulations when handling known or suspect contaminated materials (soils). 1. WORK INCLUDED a. Excavation, stockpiling and testing of Potentially Petroleum Contaminated Material. b. Removal, testing, and disposal of petroleum contaminated groundwater. c. Obtaining and paying for required permits. d. Hiring of qualified environmental professional consultant(s). Contractor will be required to submit the environmental consultant's experience and qualifications to the City prior to beginning work in areas of Potentially Petroleum Contaminated Material. e. Hiring of qualified environmental sampling professionals that will collect and submit samples to the applicable City of Fort Worth testing laboratory. The City of Fort Worth's Department of Environmental Management for coordination of laboratory testing. 2. REFERENCES a. All applicable OSHA regulatory requirements. b. All applicable Environmental Protection Agency (EPA) regulatory requirements. c. All applicable State of Texas regulatory requirements. d. All applicable City of Fort Worth (City) regulatory requirements. e. All applicable NIOSH standards. f. All applicable TNRCC requirements. 3. SUBMITTALS a. The contractor shall prepare and submit to the City's Department of Environmental Management, Senior Specialist in Compliance, plans for handling Potentially Petroleum Contaminated Material (PPCM) not less than 30 days prior to commencing excavation. b. The Contractor shall take necessary precautions while performing this project. Contractor shall not commence PPCM work (1) Contractor's submittal for dealing with PPCM is reviewed by the City and (2) the plans (i.e., drawing and description) for discharging any treated liquid into the storm sewer or sanitary sewer are reviewed by the City (3) and acceptable stockpile area is identified by the Contractor. c. Contractor shall submit the name of his proposed qualified environmental professional consultant(s) and proposed PPCM Handling Plan to the City. The PPCM Handling Plan shall include the detailed sequence of construction including proposed excavation and handling methods, proposed carriers for contaminated materials, waste disposal site, and a list of any permits that may be required for ASC-49 PART DA - ADDITIONAL SPECIAL CONDITIONS PPCM handling or contaminated materials disposal. The above data must be compiled and arranged in a format that is acceptable to the Texas Natural Resource Conservation Commission (TNRCC). d. Contractor shall submit actual limits of PPCM excavation, as prepared by his qualified environmental consultant(s) and testing lab. e. Contractor shall submit for review the proposed carrier pipe material to be used with the actual limits of PPCM excavation, including pipe gasket and carrier pipe coating or liner. B. PRODUCTS: 1. PIPE GASKET MATERIAL. Materials used within the actual limits of PPCM excavation, including pipe gaskets, shall be resistant to petroleum hydrocarbon deterioration. C. EXECUTION: 1. POTENTIALLY PETROLEUM CONTAMINATED AREAS 10/23/08 a. Areas suspected of having petroleum contaminated material (soils) are shown in on the engineering drawings. b. In areas other than those noted on the plans and where potentially petroleum contaminated materials are either detected or suspected, the City of Fort Worth and the Engineer should be notified immediately and the work should proceed in accordance with this section. 2. SCREENING POTENTIALLY PETROLEUM CONTAMINATED AREAS a. Care should be taken during all excavation and dewatering activities to identify areas potentially contaminated by petroleum. b. When a petroleum odor is encountered during excavation or when there is visual evidence of potentially petroleum contaminated soil, the Contractor shall notify the Engineer without delay. c. The Contractor shall have retained the services of an environmental consultant who shall be present at the site to screen suspect soil with a photo -ionization detector (PID) or a flame ionization detector (FID). A reading of 20 ppm above ambient conditions or greater on PID or FID tested soil sample will be considered potentially petroleum contaminated. The soul sample should be a recent sample from the excavation face, The sample should be stored in a laboratory supplied glass jar with a teflon gasket lined lid. The City of Fort Worth Department of Environmental Management will be notified prior to all sample collection and submittal to the current testing laboratory identified by the City. The PID or FID tests should be performed in a confined location. Soils producing a reading of less than 20 ppm above ambient ASC-50 10/23/08 PART DA - ADDITIONAL SPECIAL CONDITIONS will not be considered potentially petroleum contaminated. The PID or FID shall be calibrated according to manufactures instructions. d. Water encountered during excavation or dewatering shall be considered to be potentially contaminated if there is a visible sheen, a hydrocarbon odor, adjacent soil that appears visually to be contaminated by hydrocarbons or at any time the Contractor has reason to believe that hydrocarbon contamination may have occurred. The Contractor shall immediately notify the City and the TNRCC whenever contaminated water is encountered. a. The Contractor shall contact the City whenever contamination from any source is suspected. 3. HANDLING POTENTIALLY PETROLEUM CONTAMINATED SOIL (PPCS) a. Contractor shall coordinate with the City to determine a suitable location for the stockpiling of contaminated soil. The following procedure shall be followed in preparing the chosen site: 1. Provide a diked enclosure large enough to hold all material and prevent runoff. 2. The diked area shall be lined with 20-30 mil plastic tp prevent seepage into the existing soil. 3. At the end of each work day, Contractor shall completely cover stockpile with 20 mil plastic. During the day, the Contractor shall keep the stockpile covered, as necessary, to prevent release of contaminated materials due to rain or wind. 4. Sampling and evaluation of materials will be performed at the Contractor's expense. (The City of Fort Worth will provide laboratory services) b. PPCS shall be handled, tested, observing all standard chain -of -custody procedures and sampling preservation and analyses shall conform to published and recognized standards. c. The stockpiled PPCS shall be sampled and tested every 50 cubic yards for Total Petroleum Hydrocarbons (TPH) (TX1005) and Benzene, Toulene, Ethylbenzene and Xylene (BTEX) (EPA 8020). All test results will be forwarded to the City of Fort Worth Department of Environmental Management. Contaminated soil identified by test results will be disposed of according to DA-36, Loading, Transportation, and Disposal of Contaminated Soil. e. It is the intent of the City of Fort Worth that uncontaminated soils be utilized as backfill material, if the soils also meet the Type C or B backfill classifications. 4. HANDLING POTENTIALLY PETROLEUM CONTAMINATED WATER (PPCW) a. Water pumped from the excavation or from dewatering activities that has an oily sheen, a hydrocarbon odor, or is otherwise suspect, shall be considered potentially petroleum contaminated. b. PPCW shall be handled, tested, and discharged in accordance with the TNRCC's appropriate state regulation. PPCW shall be tested no later than 15 days prior to ASC-51 PART DA - ADDITIONAL SPECIAL CONDITIONS extraction. PPCW shall, if necessary, be treated in an appropriately sized oil/water separator, air stripper or GAC canisters. Contractor shall have his testing laboratory determine that the oil/water separator treated discharge is within the limits established by the TNRCC's regulations before being allowed to discharge (discharge to sanitary sewer). Contractor shall be responsible for furnishing the effluent test reports to the City. c. Alternatively, the Contractor may dispose of contaminated water, after appropriate pretreatment, into the sanitary sewer collection system. It shall be the responsibility of the Contractor to obtain the necessary permit(s) and to perform all testing required by the City of Fort Worth Pretreatment Services Division. d. All treated water shall be discharged into a Contractor supplied Frac Tank, sampled, and analyzed before discharge into the sewer system. e. The product that is recovered shall be disposed of in accordance with all applicable regulations. Any phase separate product recovered from the oil/water separator and air stripper shall be transported in accordance with Department of Transportation rules and regulations for flammable products. When transporting product for disposal, transportation shall also be performed by a licensed carrier. The Contractor is responsible for proper manifesting of the material from the site to the waste disposal facility. Completed Manifests shall be returned to the City Department of Environmental Management within 90 days of shipment. 5. HANDLING VAPOR CONCENTRATIONS a, In order to maintain safe working conditions, the vapor concentrations should not exceed 20 percent of the Lower Explosive Limit (LEL). During construction, measures should be taken to maintain LEL levels below 20 percent in all working areas. b. To monitor vapor levels and oxygen levels a combustible gas indicator (CGI) with a LEUO2 meter should continuously operate in the working area. The CGI should be properly calibrated and should have an alarm that sounds if 20 percent LEL is reached. Monitoring data from the GCI should be recorded periodically to determine if ventilation or other methods are effective. In the event local health and safety agencies require more stringent monitoring, the local regulations must be implemented. D. MEASUREMENT AND PAYMENT: 10/23/08 Payment for handling PPCS, PPCW and Vapor Concentrations, obtaining and paying for any permits required, hiring the services of a qualified professional environmental consultant(s), environmental issues, stockpiling and all issues included and incidental to this section will be full compensation for all labor, equipment, materials, and supervision. Measurement and Payment for this section will be per linear foot of trench excavated where the excavated material is handled as a contaminated material, No separate payment will be made for handling of contaminated water, vapor concentrations, sampling, stockpiling, etc. ASC-52 PART DA - ADDITIONAL SPECIAL CONDITIONS DA-38 LOADING, TRANSPORTATION, AND DISPOSAL OF CONTAMINATED SOIL A. GENERAL: This item has been established for the loading, transportation and disposal of contaminated soils in a State of Texas approved disposal site (landfill) to handle special wastes (petroleum contaminated soils). A bid item has been established in the proposal for the proper loading, transportation and disposal of the material to a designated site and the quantity established is the engineers best estimate of the quantity that may be removed. This quantity may vary depending upon actual conditions and testing results. The unit price bid will not be increased regardless of the actual amount of material disposed and may be decreased if a larger volume of material, than that listed in the bid proposal, results in a unit cost reduction for disposal. B. WASTE MANIFESTS: Any and all non -hazardous liquid and petroleum substance waste removed from the site of generation and transported for treatment and/or disposal must be accompanied by a waste shipment record/manifest detailing required generator, transported, destination and waste description information. These results may not be uniform throughout the entire site. For all petroleum substance waste, the waste shipment record utilized shall be the TNRCC PETROLEUM -SUBSTANCE WASTE AFFIDAVIT (Form TWC-0332). The Contractor shall be responsible for obtaining, originating and maintaining manifests in accordance with federal and state laws. The Contractor shall sign the manifests forms as Independent Contractor to the Owner. AUTHORIZATION OF PAYMENT FOR REMOVAL TRANSPORT AND TREATMENT / DISPOSAL OF WASTES IN CONTINGENT UPON RECEIPT BY THE ENGINEER OF FULLY COMPLETED AND SIGNED MANIFEST FORMS that are in agreement with regard to the type and amount of waste removed from the site and received by the treatment/disposal facility. The Contractor shall immediately resolve any manifest discrepancies. Completed Manifests shall be returned to the City Department of Environmental Management within 90 days of shipment. C. MEASUREMENT AND PAYMENT: Payment for this item shall be made per in place cubic yard of contaminated soils that are loaded, transported and disposed of in an approved special disposal site. No separate payment will be made for loading, transportation and disposal of contaminated ground waters collected; these costs considered subsidiary to DA-37, POTENTIALLY PETROLEUM CONTAMINATED MATERIAL HANDLING. The proposed landfill shall be included in the Contractor's bid submittal and approved by the City of Fort Worth Department of Environmental Management prior to contract award. Contractor shall be responsible for all landfill costs, including, but not limited to landfill fees, transportation costs and landfill operator requested analytical testing and waste characterization. DA-39 ROCK RIPRAP - GROUT - FILTER FABRIC (OMIT) DA-40 CONCRETE RIPRAP (OMIT) DA-41 CONCRETE CYLINDER PIPE AND FITTINGS (OMIT) 10/23/08 ASC-53 PART DA - ADDITIONAL SPECIAL CONDITIONS DA-42 CONCRETE PIPE FITTINGS AND SPECIALS (OMIT) DA-43 UNCLASSIFIED STREET EXCAVATION (OMIT) DA-44 6" PERFORATED PIPE SUBDRAIN (OMIT) DA-45 REPLACEMENT OF 4" CONCRETE SIDEWALKS (OMIT) DA-46 RECOMMENDED SEQUENCE OF CONSTRUCTION (OMIT) DA-47 PAVEMENT REPAIR IN PARKING AREA (OMIT) DA-48 EASEMENTS AND PERMITS (OMIT) DA-49 HIGHWAY REQUIREMENTS The Texas Department of Transportation requirements pertaining to the construction of this project are enclosed herein and made part of these specifications. DA-50 CONCRETE ENCASEMENT (OMIT) DA-51 CONNECTION TO EXISTING STRUCTURES All connections between proposed and existing facilities, shall consist of a watertight seal. Concrete used in the connection shall be Class A (3000 psi) concrete and meet the requirements of Section E1-20 and E2-20 of the General Contract Documents. Prior to concrete placement, a gasket, RAM-Nek or approved equal shall be installed around penetrating pipe. Payment for such work as connecting to existing facilities including all labor, tools, equipment, and material necessary to complete the work shall be included in the linear foot price of the appropriate pipe BID ITEM. DA-52 TURBO METER WITH VAULT AND BYPASS INSTALLATION (OMIT) DA-53 OPEN FIRE LINE INSTALLATIONS (OMIT) DA-54 WATER SAMPLE STATION (OMIT) DA-55 CURB ON CONCRETE PAVEMENT (OMIT) DA-56 SHOP DRAWINGS 1. Submit seven (7) copies of shop drawings, layouts, manufacturer's data and material schedules as may be required by the Engineer for his review. Submittals may be checked by and stamped with the approval of the Contractor and identified as the Engineer may require. Such review by the Engineer shall include checking for general conformance with the design concept of the project and general compliance with information given in the General Contract Documents. Indicated actions by the Engineer, which may result from his review, shall not constitute 10/23/08 ASC-54 PART DA - ADDITIONAL SPECIAL CONDITIONS concurrence with any deviation from the plans and specifications unless such deviations are specifically identified by the method described below, and further shall not relieve the Contractor of responsibility for errors or omissions in the submitted data. Processed shop drawing submittals are not change orders. The purpose of submittals by the Contractor is to demonstrate that the Contractor understands the design concept, and that he demonstrates his understanding by indicating which equipment and materials he intends to furnish and install, and by detailing the fabrication and installation methods he intends to use. If deviations, discrepancies or conflicts between submittals and the design drawings and/or specifications are discovered, either prior to or after submittals are processed, the design drawings and specifications shall govern. The Contractor shall be responsible for dimensions which are to be confirmed and correlated at the job site, fabrication processes and techniques of constriction, coordination of his work with that of other trades and satisfactory performance his work. The Contractor shall check and verify all measurements and review submittals prior to being submitted, and sign or initial a statement included with the submittal, which signifies compliance with plans and specifications and dimensions suitable for the application. Any deviation from the specified criteria shall be expressly stated in writing in the submittal. Three (3) copies of the approved submittals shall be retained by the Contractor until completion of the project and presented to the City in bound form. 2. Shop drawings shall be submitted for the following items prior to installation: List the required submittals here: • Casing pipe • Conflict manhole(s) Additional shop drawing requirements are described in some of the material specifications. 3, Address for Submittals - The submittals shall be addressed to the Project Manager: Susan L. Schwinger, P.E. City of Fort Worth 1000 Throckmorton Fort Worth, TX 76102 DA-57 COST BREAKDOWN In order to establish a basis upon which partial payments to the Contractor may be authorized, immediately after execution of the contract the Contractor shall furnish a detailed cost breakdown of his contract price arranged and itemized to meet the approval of the Engineer. DA-58 STANDARD STREET SPECIFICATIONS H.M.A.C. OVERLAY All work involving paving and/or drainage shall conform to the two following published specifications, except as modified herein: STANDARD SPECIFICATIONS FOR STREET AND STORM DRAIN CONSTRUCTION — CITY OF FORT WORTH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION NORTH CENTRAL TEXAS DA-59 H.M.A.C. MORE THAN 9 INCHES DEEP 10/23/08 ASC-55 PART DA - ADDITIONAL SPECIAL CONDITIONS When H.M.A.C. greater than 9 inches in depth is encountered, it shall be replaced with a combination of H.M.A.C. and 2:27 concrete base, as determined by the Engineer, to achieve the required thickness of pavement. DA-60 ASPHALT DRIVEWAY REPAIR (OMIT) DA-61 TOP SOIL Where directed by the Engineer, top soil shall be applied in accordance with the City of Fort Worth Transportation and Public Works Department's Standard Specifications for Street and Storm Drain Construction, Item 116, except as follows: All labor, equipment, tools and incidentals shall be included in the square yard bid price for the top soil. DA-62 WATER METER AND METER BOX RELOCATION AND ADJUSTMENT (OMIT) DA-63 ;BID QUANTITIES Bid quantities of the various items in the proposal are for comparison only and may not reflect the actual quantities. There is no limit to which a bid item can be increased or decreased. Contractor shall not be entitled to renegotiation of unit prices regardless of the final measured quantities. To the extent that C4-4.3 conflicts with this provision, this provision controls, No claim will be considered for lost or anticipated profits based upon differences in estimated quantities versus actual quantities. DA-64 WORK IN HIGHWAY RIGHT OF WAY When the Engineer directs the Contractor to perform work in the right-of-way which is under the jurisdiction of the Texas Department of Transportation (Tex -Dot), the Contractor shall obtain approval from the Texas Department of Transportation prior to commencing any work therein. All work performed in the Tex -Dot right-of-way shall be performed in compliance with and subject to approval from the Texas Department of Transportation and Item E2-29,1 "Construction Within Highway Right -of -Way" of the General Contract Documents and Specifications, effective July 1, 1978, as amended. DA-65 CRUSHED LIMESTONE (FLEX -BASE) Crushed limestone required for use as a flexible base material shall conform to Specification Item No. 208 of the Standard Specifications for Street and Storm Drain Construction for the City of Fort Worth Transportation and Public Works Department. DA-66 OPTION TO RENEW (OMIT) DA-67 NON-EXCLUSIVE CONTRACT (OMIT) DA-68 CONCRETE VALLEY GUTTER (OMIT) DA-69 TRAFFIC BUTTONS (OMIT) DA-70 PAVEMENT STRIPING (OMIT) 10/23/08 ASC-56 PART DA - ADDITIONAL SPECIAL CONDITIONS DA-71 H.M.A.C. TESTING PROCEDURES The contractor is required to submit a Mix Design for both Type "B" and "D" asphalt that will be used for each project. This should be submitted at the Pre -Construction Conference. This design shall not be more than two (2) years old. Upon submittal of the design mix a Marshal (Proctor) will be calculated, if one has not been previously calculated, for the use during density testing. For type "B" asphalt a maximum of 20% rap may be used. No Rap may be used in type "D° Upon approval of an asphalt mix design and the calculation of the Marshal (proctor) the contractor is approved for placement of the asphalt. The contractor shall contact the City Laboratory, through the inspector, at least 24 hours in advance of the asphalt placement to schedule a technician to assist in the monitoring of the number of passes by a roller to establish a rolling pattern that will provide the required densities. The required Density for Type "B" and for Type "D" asphalt will be 91% of the calculated Marshal (proctor). A Troxler Thin Layer Gauge will be used for all asphalt testing. After a rolling pattern is established, densities should be taken at locations not more than 300 feet apart. The above requirement applies to both Type ''B" and "D" asphalt. Densities on type "B" must be done before Type "D" asphalt is applied. Cores to determine thickness of Type "B" asphalt must be taken before Type "D" asphalt is applied. Upon completion of the application of Type "D" asphalt additional cores must be taken to determine the applied thickness. DA-72 SPECIFICATION REFERENCES When reference is made in these specifications to a particular ASTM, AWWA, ANSI or other specification, it shall be understood that the latest revision of such specification, prior to the date of these general specifications or revisions thereof, shall apply. DA-73 RELOCATION OF SPRINKLER SYSTEM BACK -FLOW PREVENTER/CONTROL VALVE AND BOX (OMIT) DA-74 RESILIENT -SEATED GATE VALVES (OMIT) DA-75 EMERGENCY SITUATION, JOB MOVE -IN (OMIT) DA-76 1 1/2" & 2" COPPER SERVICES (OMIT) DA-77 SCOPE OF WORK (UTIL. CUT) (OMIT) DA-78 CONTRACTOR'S RESPONSIBILTY (UTIL. CUT) (OMIT) DA-79 CONTRACT TIME (UTIL. CUT) (OMIT) DA-80 REQUIRED CREW PERSONNEL & EQUIPMENT (UTIL. CUT) (OMIT) DA-81 TIME ALLOWED FOR UTILITY CUTS (UTIL. CUT) (OMIT) 10/23/08 ASC-57 PART DA - ADDITIONAL SPECIAL CONDITIONS DA-82 LIQUIDATED DAMAGES (UTIL. CUT) (OMIT) DA-83 PAVING REPAIR EDGES (UTIL. CUT) (OMIT) DA-84 TRENCH BACKFILL (UTIL. CUT) (OMIT) DA-85 CLEAN-UP (UTIL. CUT) (OMIT) DA-86 PROPERTY ACCESS (UTIL. CUT) (OMIT) DA-87 SUBMISSION OF BIDS (UTIL. CUT) (OMIT) DA-88 STANDARD BASE REPAIR FOR UNIT I (UTIL. CUT) (OMIT) DA-89 CONCRETE BASE REPAIR FOR UNIT II & UNIT III (UTIL. CUT) (OMIT) DA-90 2" TO 9" H.M.A.C. PAVEMENT (UTIL. CUT) (OMIT) DA-91 ADJUST WATER VALVE BOXES, MANHOLES, AND VAULTS (UTIL. CUT) (OMIT) DA-92 MAINTENANCE BOND (UTIL. CUT) (OMIT) DA-93 BRICK PAVEMENT (UTIL. CUT) (OMIT) DA-94 LIME STABILIZED SUBGRADE (UTIL. CUT) (OMIT) DA-95 CEMENT STABILIZED SUBGRADE (UTIL. CUT) (OMIT) DA-96 REPAIR OF STORM DRAIN\ STRUCTURES (UTIL. CUT) (OMIT) DA-97 "QUICK -SET" CONCRETE (UTIL. CUT) (OMIT) DA-98 UTILITY ADJUSTMENT (UTIL. CUT) (OMIT) DA-99 STANDARD CONCRETE SIDEWALK AND WHEELCHAIR RAMPS (UTIL. CUT) (OMIT) DA-100 LIMITS OF CONCRETE PAVEMENT REPAIR (UTIL. CUT) (OMIT) DA-101 CONCRETE CURB AND GUTTER (UTIL. CUT) (OMIT) DA-102 PAYMENT (UTIL. CUT) (OMIT) DA-103 DEHOLES (MISC. EXT.) (OMIT) DA-104 CONSTRUCTION LIMITATIONS (MISC. EXT.) (OMIT) DA-105 PRESSURE CLEANING AND TESTING (MISC. EXT.) (OMIT) 10/23/08 ASC-58 PART DA - ADDITIONAL SPECIAL CONDITIONS DA-106 BID QUANTITIES (MISC. EXT.) (OMIT) DA-107 LIFE OF CONTRACT (MISC. EXT.) (OMIT) DA-108 FLOWABLE FILL (MISC. EXT.) 1. Description: The flowable fill material shall be delivered to the site, free flowing and self -leveling and shall have a consistency enabling it to fill all voids without tamping, vibrating or compacting. The flowable fill material shall have an in place density of not Tess than 95 and not more than 115 lbs./cu. ft., with a maximum twenty-eight (28) day compression strength of not less than 60 and not more than 85 PSI allowing the material to be removed with hand tools such as picks and shovels. The height of free fall of the flowable fill shall not exceed four (4) feet. 2. Material Specifications: Flowable fill shall consist of: a. An appropriate amount of Portland Cement meeting ASTM C-150 (with other additives as necessary), b. Aggregates meeting ASTM C-33 c. Sand or fine aggregates as per City of Ft. Worth Standard Specifications for Street and Storm Drain Construction Item 406 d. Flyash, Class C or F, meeting ASTM C-618 e. Admixtures 1. Mineral admixtures will be pozzolanic 2. Chemical admixtures shall be in liquid or powder form used in standard ready -mix concrete products unless specifically designed for flowable fill. Permissible types of admixtures are: a. High air generators, as manufactured by Grace Construction Products or approved equal, which are specifically designed for flowable fill to lower unit weights, reduce shrinkage and subsidence, and control compressive strength. b. Air entraining admixtures conforming to ASTM C-260. c. High range water reducers conforming to ASTM C-494 Type F or G. d. Accelerating admixtures conforming to ASTM C-494, Type C. 1. Non -chloride, non -corrosive accelerators used where metals are present in concrete or embedded members. 2. Calcium chloride DA-109 BRICK PAVEMENT REPAIR (MISC. REPL.) (OMIT) DA-110 DETERMINATION AND INITIATION OF WORK (MISC. REPL.) (OMIT) DA-111 WORK ORDER COMPLETION TIME (MISC. REPL.) (OMIT) DA-112 MOVE IN CHARGES (MISC. REPL.) (OMIT) 10/23/08 ASC-59 PART DA - ADDITIONAL SPECIAL CONDITIONS DA-113 PROJECT SIGNS (MISC. REPL.) (OMIT) DA-114 LIQUIDATED DAMAGES (MISC. REPL.) (OMIT) DA-115 TRENCH SAFETY SYSTEM DESIGN (MISC. REPL.) (OMIT) DA-116 FIELD OFFICE (OMIT) DA-117 TRAFFIC CONTROL PLAN Traffic control shall be in accordance with item D-8 of the Special Conditions with the exception of the Contractor providing the traffic control plan. A traffic control plan has been prepared and is included in the project plans. All other requirements of D-8 shall apply. DA-118 COORDINATION OF WORK WITH CONTRACTOR FOR OTHER UNITS (OMIT) DA —119 CATHODIC PROTECTION SYSTEM (OMIT) 10/23/08 ASC-60 73 te.X xS,o WATER DEPARTMENT SECTION E SPECIFICATIONS JANUARY 1, 1978 All materials, construction methods and procedures used in this project shall conform to Sections El, E2, and E2A of the Fort Worth Water Department General Contract Documents and General Specifications, together with any additional material specification(s), construction(s) or later revision(s). (See revisions listed on this sheet). Sections El, E2 and E2A of the, Fort Worth Water Department General Contract Documents and General Specifications are hereby made a part of this contract document by reference for all purposes, the same as if copies verbatim herein, and such Sections are filed and kept in the office of the City Secretary of the City of Fort Worth as an official record of the City of Fort Worth. INDEX El MATERIAL SPECIFICATIONS E2 CONSTRUCTION SPECIFICATIONS E2A GENERAL DESIGN DETAILS Revisions as of April 20, 1981, follow: E1-2.4 Backfill: (Correct minimum compaction requirement to 95% Procter density and correct P.I. values as follows:) c. Additional backfill requirements when approved for use in streets: 1. Type B Backfill (c) Maximum plastic index (PI) shall be 8 2 . Type C Backfill (a) Material meeting requirements and having a PI of 8 or less shall be considered as suitable for compaction by wetting (b) Material, meeting requirement and having a PI of 9 or more shall be considered for use only with mechanical compaction E2-2.11Trench Backfill: (Correct minimum compaction requirement wherever it appears, in this section to 95% Procter density except for paragraph a.l. where the "95% modified Procter density" shall remain unchanged). City of Fort Worth, Texas Mayor and Council Communication COUNCIL ACTION: Approved on 7/8/2008 DATE: Tuesday, July 08, 2008 LOG NAME: 30WAGE RATES REFERENCE NO.: **G-16190 SUBJECT: Adopt 2008 Prevailing Wage Rates for City -Awarded Public -Works Projects RECOMMENDATION: It is recommended that the City Council adopt the attached 2008 Prevailing Wage Rates for City -awarded public works projects. DISCUSSION: Texas Government Code Chapter 2258 requires that a public body awarding a contract for public works shall determine the general prevailing rate of per diem wages for each craft or type of worker needed to execute the contract, and shall specify In the bid documents and in the contract the prevailing wage rates in that locality. Each year The Quoin Chapter of the Associated General Contractors, in conjunction with the Association of Builders and Contractors (ABC) and the American Sub -Contractors Association (ASA), conducts a wage rate survey for North Texas construction. The attached 2008 Prevailing Wage Rate data was compiled from that survey. FISCAL INFORMATION/CERTIFICATION: The Finance Director certifies that this action will have no material effect on City funds. TO Fund/Account/Centers FROM Fund/Account/Centers Submitted for City Manaaer's Office by: Fernando Costa (8476) Orioinatina Deoartment 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 l3atehing 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, Track 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 -Propelled Roller Operator, Steel Wheel, Flat Wheel/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, Sin le Ax1e, 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 I $13.99 $12.78 $11.01 $ 8.80 I $14.15 $ 9.88 $13,22 $12.80 I $12.85 $13,27 $12.00 $13.63 $12,50 $13,56 $14.50 $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 $14.98 $13.17 $10.04 $11.04 $14.86 $16.29 $11.07 $ I 0.92 $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 $ 1 4.00 $13.57 $10.09 MANHOLE FRAME, COVER, —1 GRADE RINGS AND CONCRETE COLLAR PER SAN-009 WITH "SEWER" CAST IN LID. 0 I < 2 COATS OF BITUMASTIC COATING JOINTS RECOATED AFTER SECTIONS PUT TOGETHER GROUT • APPLY INTERIOR CORRO3ION PROTEQTION AS REQUIRED. ASTM C-76, CLASS III RCP PRECAST MANHOLE SECTIONS OR EQUAL. (REF. E2-14) ktt. • ;•?' • • •••,••tr... .•••••;:4: V"-- • -,•••• ;,!•-:7. t -174 t,( ;1.. . , .1 /— :1;1 ?* • • • " •.:•...... • • 1. • • 4 %.; • • ••• •,•• . . J REFER TO SAN-009 *N.c: N'•:"N.: TRENCH WIDTH —\ .4i;••••:""*.c.- CONC. CRADLE • . • i• • : , -...:;f:,..,!,•1 TO EXTEND TO PIPE BELL '4.:,:' ...• e.•,;. •••••• 0-RING GASKETS • © JOINTS (TYP.) A USE 4000 PSI CONCRETE E1-14 MATERIAL E2-14 CONSTRUCTION FORT WORTH 0 4' DIA. FOR SEWER PIPE UP TO 21" DIA. 5' DIA. FOR SEWER PIPE 24" TO 36" DIA. SECTION A -A z cO 1 * VARIES WITH PIPE DIA. SECTION B-B CITY OF FORT WORTH, TEXAS DATE: FEB. 2009 STANDARD 4' DIAMETER MANHOLE SAN-003 FINISH GRADE 15" BELOW FINISH RIM ELEVATION FOR STREET RECONSTRUCTION 43" APPLY 2 COATS OF BITUMASTIC COATING. E1-12 MATERIAL E2-12 CONSTRUCTION FORT WORTH MANHOLE FRAME, COVER, GRADE RINGS AND CONCRETE COLLAR PER SAN-009 WITH "SEWER" CAST IN LID. FLAT SLAB TOP MIN, 6" THICK, DESIGNED TO MEET OR EXCEED H-20 LOADING MONOLITHIC CONCRETE (4,000 PSI) OR ASTM C478 PRECAST MANHOLE SECTIONS. �3 4'-C" SECTION A -A 0-RING GASKET JOINT (TYP.) PLAN PRECAST JOINT DETAIL 48" R.G. CITY OF FORT WORTH, TEXAS DATE: FEB. 2009 SHALLOW MANHOLE SAN-004 USE SDR-26 PIPE TO FIRST JOINT BEHIND LIMIT OF EXCAVATION CONCRETE COLLAR :H f 1'-2' �— LIMITS OF 1I}C-L m o EXCAVATION IH ' -I�1= I-i T-.ICI; E1-14 MATERIAL E2-14 CONSTRUCTION FORT WORT VARIABLE DIAMETER MANHOLE FRAME, COVER, GRADE RINGS AND CONCRETE COLLAR PER SAN-009 WITH "SEWER" CAST IN LID. 30" CLEAR OPENING APPLY INTERIOR CORROSION PROTECTION AS REQUIRED. /N— INSTALL NUTS AWAY FROM M.H. WALL ON M.J. FITTING COR-TEN BOLTS 71 IF REQUIRED, PROVIDE / STUB EXTENSION AT END OF P.E. IN M.H. WALL /1 GROUTED INVERT- 4'-0" O SLOPE 1"/1' TYP. Z. USE 4000 PSI — CONCRETE CITY OF FORT WORTH, TEXAS STANDARD 4' DIAMETER DROP ACCESS MANHOLE L APPLY 2 COATS OF BITUMASTIC COATING CONCRETE - SEE STANDARD 4' DIA. M.H. DETAIL SAN-003 VERTICAL TO 3/4 POINT OF PIPE O 4' DIA. FOR SEWER PIPE UP TO 21" DIA. 5' DIA. FOR SEWER PIPE 24" TO 36" DIA. DATE: FEB.2009 SAN-005 NOTES: A. STANDARD PIPE FITTINGS SHALL BE USED TO FORM INVERTS OF JUNCTION MANHOLES WHEN POSSIBLE, WITH INSTALLATION AS FOLLOWS: 1. PIPE FITTING. 2. POUR MANHOLE FLOOR TO SPRING LINE OF FITTING. 3. BREAK OUT TOP OF FITTING TO SPRING LINE. 4. POUR REMAINDER OF MANHOLE INVERT TO PROVIDE VERTICAL INVERT WALL UP TO 3/4 POINT OF THE LARGER PIPE INVOLVED, AS DETAILED. 5. STEEL TROWEL FINISH INVERT OF MANHOLE. B. WHEN SPECIAL SITUATIONS PROHIBIT USE OF STANDARD PIPE FITTINGS AS ABOVE OUTLINED, THE INVERT SHALL BE FORMED OF CONCRETE AND STEEL TROWEL FINISHED TO PROVIDE SIMILAR FUNCTIONAL CHARACTERISTICS TO THOSE AFFORDED BY THE ABOVE INSTALLATION. INVERTS THUS FORMED SHALL BE CONSTRUCTED TO THE ENGINEER'S SATISFACTION. E1-14 MATERIAL E2-14 CONSTRUCTION F2OIH PLAN VIEW SECTION A -A A CO WHEN PIPE SIZES DIFFER, MATCH THE PIPE CROWNS. CITY OF FORT WORTH, TEXAS DATE: FEB. 2009 JUNCTION MANHOLE BOTTOM SAN-006 VARIABLE BORE VARIABLE BORE 111111 111111111111�1111111 11111111111111111111111111111111111111111111111�11111111111111111=1� VARIABLE DIAMETER BORE TO BE LARGE ENOUGH TO PERMIT DESIGN TYPE PIPE TO BE PULLED OR JACKED THROUGH. -111=111-1 I I -I I L111=III-1 I-111-111-111-111=111-111-111-III-III-I III III III III III III IIIIII III III III III III III III III III TYPICAL BORED SECTION LONGITUDINAL VIEW 1-1 I I -I _1 I I-111-i 11 ill-1 11-Ill 111-111-1 ;III,III-,111, ; ,1 EI I I=111-111-III- =I I I=I I I PRESSURE GROUT AS NEEDED 11-111-111-111=11 111=11111111 I. 111-111= 1_i 11_111_111_111_111-11_111-111 111111-111-111-111=1► ►►11111=111 ;111-,111,111-11 1=111-11 1-111-11 I- -1 � 1=111=1 � 1=1 i 1=1 i 1=1 i 1=1 i 1=1 1= TYPICAL BORE WITH PIP INSTALLED LONGITUDINAL VIEW CASING SPACERS (REFER TO STD. -11 PRODUCT LIST) _1 I -III PERIMETER OF THE BORE 1 111 I 11 DIP CARRIER PIPE 111��1=III 111- -I I PRESSURE GROUT AROUND CASING AND CARRIER PIPE. GROUT SHALL BE PROPORTIONED AS 1 CU. FT. OF CEMENT, 3.5 CU. FT. OF CLEAN FINE SAND WITH SUFFICIENT WATER ADDED TO PROVIDE A FREE FLOWING THICK SLURRY. 1111`;- 111 TYPICAL END VIEW NOTE: 1. COMPRESSION TYPE JOINTS TO BE USED IF POSSIBLE. 2. IF COMPRESSION TYPE JOINT IS NOT AVAILABLE, M.J. TYPE SHALL BE USED AND JOINTS BOLTED BEFORE PULLING PIPE INTO PLACE. E1-15 MATERIAL E2-15 CONSTRUCTION CITY OF FORT WORTH, TEXAS CASING PIPE SEWER LINES SHALL BE SECURED BY CASING SPACERS AS MANUFACTURED BY CASCADE WATERWORKS MANUFACTURING CO., ADVANCE PRODUCTS & SYSTEMS, OR APPROVED EQUAL. BORED CROSSING DETAIL DATE: FEB. 2009 SAN-008 COLLAR CONFIGURATION FOR PAVED AREA MANHOLE FRAME AND -- 32" DIA. DUCTILE IRON COVER. (REFER TO STD. PRODUCT LIST) 4000 PSI CONCRETE 8-#4 REBARS TYP. 12" I MIN. - 2"x8'x30"I.D. CONCRETE PRECAST GRADE RINGS PER ASTM C478. REBAR SHALL BE PLACED 3" MIN. FROM TOP AND BOTTOM OF CONCRETE COLLAR. E1-14, E1-20, E1-21 MATERIAL E2-14, E2-20, E2-21 CONSTRUCTION COLLAR CONFIGURATION FOR UNPAVED AREA 5'-0" 32" MIN. 30" CLEAR OPENING 2 ROWS OF RAM-NEK SEAL -w/STAGGERED JOINTS OR - APPROVED EQUAL. SECTION A -A WHERE MANHOLES ARE IN THE STREET, INSTALL 2 OR MORE GRADE RINGS, AS NEEDED, BETWEEN CASTING AND TOP OF PAVEMENT. HINGED LIDS INSTALLED IN STREETS SHALL OPEN AGAINST THE FLOW OF TRAFFIC. CITY OF FORT WORTH, TEXAS MANHOLE FRAME, COVER, GRADE RINGS AND CONCRETE COLLAR 3" TYP. 0 in A Y4" CHAMFER (TYP.) Z r GROUND I IIIII�II11= III - CONCRETE COLLAR HEIGHT VARIES HINGED LIDS ARE REQUIRED ON ALL ELEVATED MANHOLES, JUNCTION BOXES AND WHERE SPECIFIED ON PLANS. (REFER TO STD. PRODUCTS LIST) LOCKS TO BE INSTALLED ON ALL MANHOLE LIDS BELOW THE 100-YEAR FLOOD ELEV. AND WHERE SPECIFIED ON PLANS. DATE: OCT. 2009 SAN-009 PLAN VIEW 12" MIN. #3 DOWEL FORT WORT 4-#3 DOWELS SPACED EVENLY V NSY s 10"R Y2I.D. 10"R 2A. SECTION A -A CITY OF FORT WORTH, TEXAS ti SECTION B-B NOTE: DROP TROUGH WILL BE j POURED MONOLITHICALLY WITH CAST IN PLACE BENCH, OR DOWELED AND GROUTED / TO PRECAST BENCH. DATE: FEB. 2009 HYDRAULIC SLIDE SAN-010 PROPERTY LINE #3 BARS 1 I12"I I- -I CONCRETE COLLAR (PLAN VIEW) EXISTING OR PROPOSED SEWER SERVICE 4" CONCRETE COLLAR FOR NEW DEVELOPMENT r: CAP RISER 1' BELOW GRADE. (CAST IRON) MARK w/RED VINYL TAPE, 3"WIDE &6" ABOVE GROUND CONCRETE ANCHOR ( 7. 4" :1 [I Jl FERNCO FLEXIBLE COUPLING REQUIRED IF EXISTING SERVICE IS PRESENT, OTHERWISE PLUG. 12" **CITY OF FORT WORTH STANDARD CLEANOUT w/ CAST IRON CAP COLD JOINT REQUIRED 1' MIN_ I 6" MIN. PAID FOR AS CLEANOUT PRODUCT INFORMATION ** From Stanley Roberts & Assoc., Information Subject To Change. DESCRIPTION WEIGHT PART NO. H.D.P.E. Lateral Cleonout w/S.S. Bolts and C.I. Lid. )z" SS BOLTS )! 1.5"---1 t1 ,� CAST IRON L r dJ (U 77i-) 0 RING 7.5" ��— H.D.P.E. 1 IrH P.V.C. RISER STANDARD PARKWAY Ys./FT. ::. IIII IIIIII 111I 111111 I —I I—:... EXIST. OR PROP. 4' SIDEWALK I II BACKFILL CLEANOUT STACK WITH NATIVE TOPSOIL COMPACTED TO 95% STANDARD PROCTOR DENSITY 4" STACK (PVC) TWO WAY CLEANOUT TEE 6" MIN. FORT WORT 4+ SDR-35 OR SDR-26 SERVICE. SLOPE —VARIES, 2% MIN. CLEANOUT NOTES, 1. THE SWEEP TEE AND PIPE FITTINGS INSTALLED SHALL BE SDR-35 OR SDR-26 PVC MATERIAL. 2. CONNECTIONS TO THE EXISTING SERVICE SHALL BE MADE USING RUBBER SLEEVE COUPLINGS WITH STAINLESS STEEL DOUBLE BAND REPAIR SLEEVES. THE SLEEVES SHALL BE TIGHTENED TO THE TORQUE RECOMMENDED BY THE MANUFACTURER. 3. SLOPE OF THE SANITARY SEWER SERVICE SHALL BE A MINIMUM OF 2 PERCENT. 4. CONCRETE USED AROUND CLEANOUT ASSEMBLY SHALL BE 5 SACK, 3,000 PSI MIX. CAST IRON CLEANOUT LID. CAST IRON —\ PROPERTY LINE SIDEWALK CURB STREET H.D.P.E. CLANOUT BOOT w/CAST IRON LID FOR NON -PAVED AREAS CITY OF FORT WORTH, TEXAS TWO WAY SERVICE CLEANOUT FOR NON -PAVED AREAS DATE: FEB. 2010 SAN-011 PROPERTY LINE-, 4" CONCRETE COLLAR CONCRETE COLLAR DOWEL INTO PAVED AREA (PLAN VIEW) { EXISTING OR PROPOSED Q SEWER SERVICE FERNCO FLEXIBLE J' COUPLING REQUIRED IF EXISTING SERVICE IS PRESENT, OTHERWISE PLUG. FOR NEW DEVELOPMENT CAP RISER 1' BELOW GRADE. (CAST IRON) MARK w/RED VINYL TAPE, 3"WIDE &6" ABOVE GROUND CONCRETE ANCHOR **CITY OF FORT WORTH CLEANOUT w/ CAST IRON CAP COLD JOINT REQUIRED II STANDARD PARKWAY Y"/FT. II II I II I I —III—,• • EXIST. DRIVEWAY OR PAVED AREA I=I DOUBLE BAND STAINLESS STEEL COUPLING BACKFILL CLEANOUT STACK WITH NATIVE TOPSOIL COMPACTED TO 95% STANDARD PROCTOR DENSITY . 4" STACK (IRON) 1' MIN. I 6" I MIN. PAID FOR AS CLEANOUT TWO WAY CLEANOUT TEE II =6" MIN. PRODUCT INFORMATION ** From Stanley Roberts & Assoc., Information Subject To Change. DESCRIPTION WEIGHT PART NO. Cast Iron Lateral Cleonout 18 Ibs ATL-424 W/ SS Bolts and Coupling )i" SS BOLTS 1.5" tl CAST IRON (U 1) 0 RING 5" CAST IRON 1 ORT WORTH 1+ SDR-35 OR SDR-26 SERVICE, SLOPE -VARIES. 27; MIN. SIDEWALK DRIVEWAY / CAST IRON J CLEANOUT CURB CLEANOUT NOTES 1. THE SWEEP TEE AND PIPE FITTINGS INSTALLED SHALL BE SDR-35 OR SDR-26 PVC MATERIAL. 2. CONNECTIONS TO THE EXISTING SERVICE SHALL BE MADE USING RUBBER SLEEVE COUPLINGS WITH STAINLESS STEEL DOUBLE BAND REPAIR SLEEVES. THE SLEEVES SHALL BE TIGHTENED TO THE TORQUE RECOMMENDED BY THE MANUFACTURER. 3. SLOPE OF THE SANITARY SEWER SERVICE SHALL BE A MINIMUM OF 2 PERCENT. 4. CONCRETE USED AROUND CLEANOUT ASSEMBLY SHALL BE 5 SACK, 3,000 PSI MIX. DRIVEWAY APPROACH PROPERTY LINE ‘K. STREET CAST IRON CLEANOUT BOOT FOR PAVED AREAS CITY OF FORT WORTH, TEXAS TWO WAY SERVICE CLEANOUT FOR PAVED AREAS DATE: FEB. 2010 SAN-011A VARIABLE I.D. TUNNEL LINER PLATES TUNNEL LINER (AS INDICATED IN SPECIAL PLANS & DOCUMENTS) VARIABLE I.D. SEWER PIPE 1 1—I 1 1—III—III-1 1 1- %i�ii�i��%%l%�iiii • j ANNULAR SPACE GROUTED '�./fir/��1,( •.,�//�l//�/l/�/��/( ,i/��/�, •.Sig <.l'J i ��..: •.�.. �' ^j• ::I` i :� •+.ir :rai �r:� r�ir�.•I -III-III-III-III-III-III-III-III-I CUT AWAY LONGITUDINAL SECTION NOTE: FURNISH & INSTALL GROUT IN RATIO OF 1 CUBIC FOOT OF CEMENT AND 3.5 CUBIC FEET OF CLEAN FINE SAND WITH SUFFICIENT WATER ADDED TO PROVIDE A FREE FLOWING THICK SLURRY. E1-15 MATERIAL E2-15 CONSTRUCTION FQOIH TUNNEL LINER FILL BETWEEN LINER AND SEWER PIPE WITH GROUT FURNISH & INSTALL SKIDS AS NECESSARY. SKIDS SHALL MEET THE APPROVAL OF THE ENGINEER. END VIEW CITY OF FORT WORTH, TEXAS DATE: FEB. 2009 TYPICAL TUNNEL SECTION SAN-018 2' COMPACTED BENTONITE CLAY OR 2: 27 CONCRETE \ 1 U ///- \ PIPE EXISTING GROUND 200' MIN. SPACING PER 3 CITY OF FORT WORTH TREE ORDINANCE. 11-111-111-III1 I 111-111-111-111=11 =III,_„IIIIII,FIIIIIII =I1El ,111;111,;111= 1�� �[h111111~ ►i��0401 0 I ►IIli 4' OR TO BOTTOM OF PAVEMENT BASE OR TOP SOIL FORT WORT MINIMUM TRENCH WIDTH = PIPE DIA. + 1' I TRENCH I WIDTH TYPICAL SECTION UNDISTURBED SOIL CITY OF FORT WORTH, TEXAS DATE: FEB. 2009 CLAY DAM SAN-019 EXISTIN G SUBGRADE (IF ANY) TRENCH REPAIR LIMITS EXISTING CURB & GUTTER EXISTING HMAC PAVEMENT 1-1 I-11 I-1 11-III-111=111=11 111j1illillllllil=III-III-111111„� III-112�-III 4 ' 11 I IlErz.eitftl PIPE DITCH WALL NOTES: NEW HMAC (SEE NOTE 1) • 27 CONCRETE;: :��112 IIIIIll1l 111_ I -III -I 1 I III I 1 1 I -III I I I I-111 III -I I II I I„1111-1111 ! 111 11111111111 1111-„I -III=1 PRIME COAT BACKFILL MATERIAL PER DETAIL WTR-029 (SEE NOTE 3) 1. ALL EXISTING ASPHALT COURSE SHALL BE REPLACED TO THE ORIGINAL DEPTH. PLACE A MINIMUM OF 2" HMAC SURFACE COURSE (TYPE "D" MIX) TO MATCH EXISTING GRADE AS SHOWN. 2. PLACE A MIN. OF 8" 2:27 CONCRETE AS SHOWN. 3. FLOWABLE FILL MAY BE REQUIRED TO BACKFILL ALL TRENCHES IN DOWNTOWN STREETS AND IS OPTIONAL IN OTHER AREAS. IF FLOWABLE FILL IS REQUIRED, A SEPARATE PAY ITEM WILL BE PROVIDED FOR SUCH. 4. ALL CONSTRUCTION MUST BE IN ACCORDANCE WITH THE CITY OF FORT WORTH STANDARD SPECIFICATIONS FOR STREET AND STORM DRAIN CONSTRUCTION. F9RI CITY OF FORT WORTH, TEXAS PERMANENT ASPHALT PAVEMENT TRENCH REPAIR DATE: JULY 2009 STR-028 EXISTING CURB & GUTTER l ilir —ICI 1` :. •�• �� .:�11=•'�A• ..��, �-�•r�—� � �-����I_I I I.I 11-1 I II=1 I I I I I=1 11=1 11=1 ! 1=1 I!-1 I I .III ! 11=1 11- -1I1_.111-1I1=1II —" "'— EXISTING SUBGRADE (IF ANY) EXISTING HMAC PAVEMENT #3 BARS ON 24" CENTERS BOTH WAYS WITH MIN. 2 BARS LONGITUDINAL IN DITCH PIPE. DITCH WALL TRENCH REPAIR LIMITS NEW HMAC (SEE NOTE 4) • .> , .,—I12" I11— t — ., "�;. _III—,T-7> —i r1 —I' 111—_I i111111111 �IIII� III„1111111111=111111 NOTES: 1. CONCRETE BASE SHALL BE REPLACED TO ORIGINAL THICKNESS OR TO A MINIMUM THICKNESS OF 5", WHICHEVER IS GREATER. 2. IF STEEL EXISTS IN CONCRETE BASE TO BE CUT, THE STEEL SHALL BE CUT AND SALVAGE AS POSSIBLE. A MINIMUM LAP SPLICE DISTANCE OF 12" SHALL BE PROVIDED. 3. REINFORCED CONCRETE BASE WILL BE REPLACED OVER TRENCH, AS SHOWN, IN THE EVENT NON —REINFORCED CONCRETE BASE IS REMOVED. 4. ALL EXISTING ASPHALT COURSE SHALL BE REPLACED TO THE ORIGINAL DEPTH. PLACE A MINIMUM OF 2" HMAC SURFACE COURSE (TYPE "D" MIX) TO MATCH EXISTING GRADE AS SHOWN. SEE DETAIL STR-035 _Ii1=! I =_111-I 1=11 -i 1l1 TACK COAT 1— =I1 I-1 11-ram 1-1i,=I— ; CLASS 'A' REINFORCED CONCRETE BASE BACKFILL MATERIAL PER DETAIL WTR-029 (SEE NOTE 6) •:111=1 =1II-I! 11-111=1�11-�11= I P=I I I 11 lLU EXISTING CONCRETE BASE 5. 2:27 CONCRETE MAY BE DELETED IF HALF THE SPECIFIED THICKNESS OF 2:27 IS ADDED TO THE CLASS "A" CONCRETE. I 6. FLOWABLE FILL MAY BE REQUIRED TO BACKFILL ALL TRENCHES IN DOWNTOWN STREETS AND IS OPTIONAL IN OTHER AREAS. IF FLOWABLE FILL IS REQUIRED, A SEPARATE PAY ITEM WILL BE PROVIDED FOR SUCH. 7. ALL CONSTRUCTION MUST BE IN ACCORDANCE WITH THE CITY OF FORT WORTH STANDARD SPECIFICATIONS FOR STREET AND STORM DRAIN CONSTRUCTION. CITY OF FORT WORTH, TEXAS PERMANENT ASPHALT PAVEMENT TRENCH REPAIR WITH EXISTING CONCRETE BASE DATE: JULY 2009 STR-029 EXISTING CURB & GUTTER EXISTING HMAC PAVEMENT 6" MIN. COMPACTED FLEX —BASE MATERIAL TRENCH REPAIR LIMITS 2" MIN. HMAC (SEE NOTE 1) rirr ��-�'rir//"-; // rr%r// /irg%�%r���� '.?'.::r�rr�rrrrrrr/r/r/�'' 4. Il ....4•j`•_�( 1 aI 1... 1 =1=1-=::1•.1-1 1=�.: =.�•;1=1 ��1 =',i1' „,,,,,,..„....,.....-;.1., z.,—,--, IIII''I.__11=-__'M1= 1=,, II=- -II-1II=1,4 w��•�111= lid BACKFILL MATERIAL PIPE 1 1�!�!.M r I t I-1 PER DETAIL WTR-029 i—III:r� %`='-111_ (SEE NOTE 3) DITCH WALL 17=-111' =}' ;�11 I —111-111-1 I I 1: !-I-J.:1_-;PII÷:17-11:-..:111----1-1#1-li 111=III-1i l=1 i l NOTES: 1. PLACE A MINIMUM OF 2" HMAC SURFACE COURSE (TYPE "D" MIX) TO MATCH EXISTING HMAC PAVEMENT GRADE AS SHOWN. 2. PLACE COMPACTED FLEX BASE MATERIAL AS SHOWN. 3. FLOWABLE FILL MAY BE REQUIRED TO BACKFILL ALL TRENCHES IN DOWNTOWN STREETS AND IS OPTIONAL IN OTHER AREAS. IF FLOWABLE FILL IS REQUIRED, A SEPARATE PAY ITEM WILL BE PROVIDED FOR SUCH. 4. ALL CONSTRUCTION MUST BE IN ACCORDANCE WITH THE CITY OF FORT WORTH STANDARD SPECIFICATIONS FOR STREET AND STORM DRAIN CONSTRUCTION. CITY OF FORT WORTH, TEXAS TEMPORARY ASPHALT PAVEMENT TRENCH REPAIR DATE: JULY 2009 STR-030 5' MIN. 6" MIN. CLASS 'A' REINFORCED CONCRETE PAVEMENT REPLACEMENT TO THE NEAREST JOINT OR CURB. �11=III:`•,• ,. ..• -:� • �'' •' .:=y.: ,' .. 1 .� II I 7••";'..1<c�:..�5, .vr. EXISTING — SUBGRADE (IF ANY) DITCH T_ ' I II I I i. u;,, 'II IIII WALL ,V� 11--r;;ti•.�� �;-xiC:_1= PIPE -1 1 III -III -I (1 `�(f1-1 I 1=7v-.I11=11 11=111=111=1117= I 1=111=111=11 1- NOTES: SEE DETAIL STR-035 •• • i• EXISTING CURB & GUTTER - 111=11 .. � ..:... ==, ,;,,-`•`f" 1 1..:. .. H::.i=•.b1I:•I=-'.1.I II. i�:11 111=111=111-1= =)r=1II=1i(--d )ni-1 `:r_",._11 11I1-11-1I_I11-II-III 111111_11III 111111=111lll-III _-111-11 EXISTING CONCRETE JOINT BACKFILL MATERIAL PER DETAIL WTR-029 (SEE NOTE 1) EXISTING CONCRETE PAVEMENT 1. FLOWABLE FILL MAY BE REQUIRED TO BACKFILL ALL TRENCHES IN DOWNTOWN STREETS AND IS OPTIONAL IN OTHER AREAS. IF FLOWABLE FILL IS REQUIRED, A SEPARATE PAY ITEM WILL BE PROVIDED FOR SUCH. 2. REINFORCED CONCRETE PAVEMENT SHALL BE REPLACED TO ORIGINAL DEPTH, OR TO A MINIMUM OF 6", WHICHEVER IS GREATER. 3. PLACE 6" OF 2:27 CONCRETE AS SHOWN. 1" OF REINFORCED CONCRETE MAY BE SUBSTITUTED FOR EVERY 2" OF 2:27 CONCRETE. 4. REINFORCEMENT OF CONCRETE MUST MEET CITY STANDARD OR MATCH EXISTING, WHICHEVER IS GREATER. 5. ALL CONSTRUCTION MUST BE IN ACCORDANCE WITH THE CITY OF FORT WORTH STANDARD SPECIFICATIONS FOR STREET AND STORM DRAIN CONSTRUCTION. CITY OF FORT WORTH, TEXAS REINFORCED CONCRETE PAVEMENT TRENCH REPAIR DATE: JULY 2009 STR-031 5'MIN. CONSTRUCTION JOINT w/SILICONE JOINT SEALANT SAWCUT (TYP.) EXIST. CONC. PAVEMENT C O O O O O O O EXIST. STEEL FOR UTILITY CONSTRUCTION, THE SUBGRADE REPLACEMENT MUST BE 2:27 CONCRETE AS SHOWN ON STANDARD DETAILS STR-029 & STR-031 CURB 5'MIN. 5'MIN. 5'MIN. (MIN.) #3 BARS © 24" O.C.B.W. SAW CUT EXISTING STEEL IN PAVEMENT SHALL BE CUT. 6" 18" T 18" 0 O O 0 O O O O 6" EXIST. SUBGRADE LONGITUDINAL AND TRANSVERSE TYPICAL PARTIAL PANEL REPLACEMENT IN REINFORCED CONCRETE PAVEMENT (SEE REINFORCED CONCRETE PAVEMENT CONSTRUCTION DETAILS SHEET. REVISED FOR UTILITY CONSTRUCTION.) SAWED OR CONSTRUCTED JOINT s-a 5' MIN. ORIF__4111 WO JOINT NOTES: 1. EXISTING CONCRETE SHALL BE SAW CUT FULL DEPTH. 1A. REINFORCEMENT OF CONCRETE MUST MEET CITY STANDARD MINIMUM (MIN) OR MATCH EXISTING, WHICHEVER IS GREATER. 2. DRILL AND EPDXY NO. 5 x 24" DEFORMED TIE BARS AT EXISTING REINFORCEMENT SPACING OR (MIN. BAR SPACING, 24" C-C). PENETRATE MIN. 6" INTO EXISTING PAVEMENT. 3. FOR DEFORMED BAR SPLICES, LAP BARS 40 DIAMETERS OF REINFORCEMENT DIAMETER IN INCHES. FOR MIN. BAR SIZE, SPLICE NO. 3 BARS TO THE NO. 5 TIE BARS WITH MINIMUM 15" OVERLAP. 4. AT EXPANSION JOINT, USE REDWOOD EXPANSION JOINT FILLER. 5. ALLOWED ONLY WHEN PAVEMENT IS OVER 10 YEARS OLD. IF THE PAVEMENT IS 2 TO 10 YEARS OLD AND THE REMAINING PORTION OF THE PANEL IS < 5' MIN., THE ENTIRE PANEL MUST BE REPLACED. REVISED TO LATEST DETERMINATION 12-21-10 CITY OF FORT WORTH, TEXAS TYPICAL PARTIAL PANEL REPLACEMENT IN REINFORCED CONCRETE PAVEMENT DATE: MAY 2010 STR-035 MINIMUM 6" INITIAL BACKFILL COVER MINIMUM 6" EMBEDMENT 11=I�1-1I= TYPE "C" BACKFILL I = SEE SPEC. E1 -2.4 G.C.D. 11E- -I I i_ 111-ii.,..iii ii IIEIIIII IIIII�IIII1IIIII1IIIII11-1 WATER: SIZES UP TO AND INCLUDING 12" la =III= III=III—I II -I 1I- III MINIMUM 12" INITIAL -I 11 BACKFILL COVER 1— �111 MINIMUM 6" EMBEDMENT SAND GRADATION • LESS THAN 10% PASSING #200 SIEVE • P.I. = 10 OR LESS CRUSHED STONE GRADATION SIEVE SIZE RETAINED 1" 0-10 Y2" 40-75 3/8" 55-90 #4 90-100 #8 95-100 FsiLlipur w I -I 111=11 I-1 SAND MATERIAL EMBEDMENT & INITIAL BACKFILL SEE SPEC. E1-2.3 G.C.D. El _ 'II IIIIIIII1IIIII1IIIII�IIIII1III I�IIII TYPE "C" BACKFILL SEE SPEC. E1-2.4 G.C.D. FILTER FABRIC- SUPAC-HEAVY GRADE 8NP (UV) OR APPROVED EQUAL. CRUSHED STONE SEE SPEC. E1-2.3 G.C.D. WATER: SIZES 16" AND LARGER SANITARY SEWER: ALL SIZES NOTE: SPECIFICATION REFERENCES ARE FOR WATER AND SANITARY SEWER ONLY. MATERIAL SPECIFICATIONS THE EMBEDMENT AND BACKFILL DETAILS PROVIDED ON THIS SHEET SHALL REPLACE APPROPRIATE PROVISIONS OF E1-2.4(b) AND E1-2.3 OF THE GENERAL CONTRACT DOCUMENTS AND .SPECIFICATIONS FOR WATER DEPARTMENT PROJECTS (G.C.D.) ALL OTHER PROVISIONS OF THESE ITEMS SHALL APPLY. CITY OF FORT WORTH, TEXAS WATER AND SANITARY SEWER EMBEDMENT AND BACKFILL DETAILS DATE: JUNE 2009 WTR-029 8'- D" 2'-7" 2'-1 D" 2.25-w- I FORTWORTII 2.25" 2.5" -ir- 2'-7" PROJECT NAME PROGRAM NAME / PROJECT # / AMOUNT This project is managed by the Department Questions on this project, call (817) 392-8306 After hours water and sewer emergencies, call (817) 392-4477 FONTS: FORT WORTH LOGO - CHELTENHAM BOLD ALL OTHER TEXT - ARIAL LOGO COLORS: FORT WORTH - PMS 288 (BLUE) LONGHORN LOGO - PMS 725 (BROWN) E2-1 CONSTRUCTION �- WHITE FORT WORTH 7'-6" 11 PMS 288 (BLUE) 3"R (TYP.) CITY OF FORT WORTH, TEXAS PROJECT SIGN - 4'x8' (FOR C.I.P PROJECTS) 12.5" Z w w J (V DATE: FEB. 2009 WTR-034 Compliance with and Enforcement of Prevailing Wage Laws (a) Duty to pay Prevailing Wage Rates. The contractor shall comply with all requirements of Chapter 2258, Texas Government Code (Chapter 2258), including the payment of not less than the rates determined by the City Council of the City of Fort Worth to be the prevailing wage rates in accordance with Chapter 2258. Such prevailing wage rates are included in these contract documents. (b) Penalty for Violation. A contractor or any subcontractor who does not pay the prevailing wage shall, upon demand made by the City, pay to the City $60 for each worker employed for each calendar day or part of the day that the worker is paid less than the prevailing wage rates stipulated in these contract documents. This penalty shall be retained by the City to offset its administrative costs, pursuant to Texas Government Code 2258.023. (c) Complaints of Violations and City Determination of Good Cause. On receipt of information, including a complaint by a worker, concerning an alleged violation of 2258.023, Texas Government Code, by a contractor or subcontractor, the City shall make an initial determination, before the 31st day after the date the City receives the information, as to whether good cause exists to believe that the violation occurred. The City shall notify in 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. (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 do 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 the Audit section of these contract documents shall pertain to this inspection. (f) Pay Estimates. With each partial payment estimate 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 the prevailing wage rates in a conspicuous place at the site of the project 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. CONTRACTOR COMPLIANCE WITH WORKERS' COMPENSATION LAW Pursuant to V.T.C.A. Labor Code §406.96 (2000), as amended, Contractor certifies that it provides workers' compensation insurance coverage for all of its employees employed on City of Fort Worth Project No. CONTRACT/OR Z49.rtiu!ia:// By: /a��.� Name: /% olc,ff,Fr%/y Title: w.fi."04r> f Date: / -. 1 - /3 STATE OF TEXAS COUNTY OF TARRANT Before me, the undersigned authority, on this day personally appeared , known to me to be the person whose name is subscribed to the foregoing instrum�4�nt, anA acknowledged to me that he executed the same as the act and deed of U/ .., /iJ-r -4 /` for the purposes and consideration therein expressed and in the capacity therein stated. Given Under My Hand and Seal of Office this 3 day of /24,e,_z_x___, 20 /3 . Notary Public in and for th tatof Texas PaY_Pe MICHELE S. LANKFORD °' Notary Public STATE OF TEXAS My Comm. Exp. October 7, 2015 I, Rev 4-15-10 PERFORMANCE BOND Bond No. TXC107204 THE STATE OF TEXAS KNOW ALL BY THESE PRESENTS: COUNTY OF TARRANT That we, (1) William J. Schultz, Inc. dba Circle C Construction Company, as Principal herein, and (2) Merchants Bonding Company (Mutual), a corporation organized under the laws of the State of (3) Iowa, and who is authorized to issue surety bonds in the State of Texas, Surety herein, are held and firmly bound unto the City of Fort Worth, a municipal corporation located in Tarrant and Denton Counties, Texas, Obligee herein, in the sum *Five Hundred Thirty -Three Thousand, Seven Hundred Fifty -Three and 55/100** Dollars ($*533,753.55*) for the payment of which sum we bind ourselves, our heirs, executors, administrators, successors and assigns, jointly and severally, firmly by these presents. WHEREAS, Principal has entered into a certain written contract with the Obligee dated the 23rd day of October 23, 2012, a copy of which is attached hereto and made a part hereof for all purposes, for the construction of: Sanitary Sewer Rehabilitation Contract LVI (56) — Part 3 — City Proiect No. 01029, DOE 6020: Sewer No. P258-709170102987. NOW, THEREFORE, the condition of this obligation is such, if the said Principal shall faithfully perform the work in accordance with the plans, specifications, and contract documents and shall fully indemnify and hold harmless the Obligee from all costs and damages which Obligee may suffer by reason of Principal's default, and reimburse and repay Obligee for all outlay and expense that Obligee may incur in making good such default, then this obligation shall be void; otherwise, to remain in full force and effect. PROVIDED, HOWEVER, that this bond is executed pursuant to Chapter 2253 of the Texas Government Code, as amended, and all liabilities on this bond shall be determined in accordance with the provisions of such statute, to the same extent as if it were copied at length herein. IN WITNESS WHEREOF, the duly authorized representatives of the Principal and the Surety have executed this instrument. i Y 1 SIGNED and SEALED this 12th day of December, 2012. ATTEST: , „cs an / Secreta chele S. (Principal) Secretary, Lankford Witness as to Principal ATTEST: Secretary (SE William J. Schultz, Inc. dba Circle C Construction Company PRINCIPAL By: .7 Name: Teresa S. Skelly, Vice-Prksident Address: P. O. Box 40328 Fort Worth, TX 76140 Merchants Bonding Company (Mutual) SURETY By: Name: Sheryl A. Klutts , Attorney -in -Fact Address: 2100 Fleur Drive Des Moines, IA 50321-1158 Witness as to Surety, John A. Miller Telephone Number: 1-800-678-8171 NOTE: (1) Correct name of Principal (Contractor). (2) Correct name of Surety. (3) State of incorporation of Surety Telephone number of surety must be stated. In addition, an original copy of Power of Attorney shall be attached to Bond by the Attorney -in -Fact. The date of bond shall not be prior to date of Contract. PAYMENT BOND Bond No. TXC107204 THE STATE OF TEXAS KNOW ALL BY THESE PRESENTS: COUNTY OF TARRANT That we, (1) William J. Schultz, Inc. dba Circle C Construction Company. as Principal herein, and (2) Merchants Bonding Comnanv (Mutual), a corporation organized and existing under the laws of the State of (3) Iowa, as surety, are held and firmly bound unto the City of Fort Worth, a municipal corporation located in Tarrant and Denton Counties, Texas, Obligee herein, in the amount of *Five Hundred Thirty -Three Thousand, Seven Hundred Fifty -Three and 55/100 Dollars ($*533,753.55*) for the payment whereof, the said Principal and Surety bind themselves and their heirs, executors, administrators, successors and assigns, jointly and severally, firmly by these presents: WHEREAS, the Principal has entered into a certain written contract with the Obligee dated the 23rd day of October. 2012, which contract is hereby referred to and made a part hereof as if fully and to the same extent as if copied at length, for the following project: Sanitary Sewer Rehabilitation Contract LVI (56) — Part 3 — City Project No. 01029; DOE 6020; Sewer No. P258-709170102987. NOW, THEREFORE, THE CONDITION OF THIS OBLIGATION IS SUCH, that if the said Principal shall faithfully make payment to each and every claimant (as defined in Chapter 2253, Texas Government Code, as amended) supplying labor or materials in the prosecution of the work under the contract, then this obligation shall be void; otherwise, to remain in full force and effect. PROVIDED, HOWEVER, that this bond is executed pursuant to Chapter 2253 of the Texas Government Code, as amended, and all liabilities on this bond shall be determined in accordance with the provisions of said statute, to the same extent as if it were copied at length herein. IN WITNESS WHEREOF, the duly authorized representatives of the Principal and the Surety have executed this instrument. SIGNED and SEALED this 12th day of December. 2012. ATTEST: (Prmcip� Secretary, M�otiel S.Lankford Witness as to Principal ATTEST: Secretary William J. Schultz, Inc. dba Circle C Construction Company PRINCIPAL_ By: n cf je Name: Teresa S. Skelly, Vice-P dent Address: P. O. Box 40328 Fort Worth, TX 76140 Merchants Bondi g Company (Mutual) SURETY By: Name: Address: 2100 Fleur Drive Des Moines, IA 50321-1158 Sheryl A. Klutts, Attorney -in -Fact Witness as to Surety, John A. iller Telephone Number: 1-800-678-8171 NOTE: (1) Correct name of Principal (Contractor). (2) Correct name of Surety. (3) State of incorporation of Surety Telephone number of surety must be stated. In addition, an original copy of Power of Attorney shall be attached to Bond by the Attorney -in -Fact. The date of bond shall not be prior to date of Contract. U MAINTENANCE BOND Bond No. TXC107204 THE STATE OF TEXAS COUNTY OF TARRANT KNOW ALL BY THESE PRESENTS: That William J. Schultz. Inc. dba Circle C Construction Company. ("Contractor"), as principal, and Merchants Bonding Comnanv (Mutual), a corporation organized under the laws of the State of Iowa, ("Surety"), do hereby acknowledge themselves to be held and bound to pay unto the City of Fort Worth, a Municipal Corporation chartered by virtue of Constitution and laws of the State of Texas, ("City") in Tarrant County, Texas, the sum of *Seven Hundred Thirty -Three Thousand, Seven Hundred Fifty -Three and 55/100 Dollars ($*533,753.55*), lawful money of the United States, for payment of which sum well and truly be made unto said City and its successors, said Contractor and Surety do hereby bind themselves, their heirs, executors, administrators, assigns and successors, jointly and severally. This obligation is conditioned, however, that: WHEREAS, said Contractor has this day entered into a written Contract with the City of Fort Worth, dated the 23rd of October, 2012 a copy of which is hereto attached and made a part hereof, for the. performance of the following described public improvements: Sanitary Sewer Rehabilitation Contract LVI (56) —Part 3 the same being referred to herein and in said contract as the Work and being designated as Project Number(s): City Proiect No. 01029: DOE 6020: Sewer No. P258- 709170102987: and said contract, including all of the specifications, conditions, addenda, change orders and written instruments referred to therein as Contract Documents being incorporated herein and being made a part hereof; and, WHEREAS, in said Contract, Contractor binds itself to use such materials and to so construct the work that it will remain in good repair and condition for and during a period of two (2) years after the date of the final acceptance of the work by the City; and WHEREAS, said Contractor binds itself to maintain said work in good repair and condition for said term of two (2) years: and WHEREAS, said Contractor binds itself to repair or reconstruct the Work in whole or in part at any time within said period, if in the opinion of the Director of the City of Fort Worth Department of Water, it be necessary; and, WHEREAS, said Contractor binds itself, upon receiving notice of the need therefore to repair or reconstruct said Work as herein provided. NOW THEREFORE, if said Contractor shall keep and perform its said agreement to maintain, repair or reconstruct said Work in accordance with all the terms and conditions of said Contract, these presents shall be null and void, and have no force or effect. Otherwise, this Bond shall be and remain in full force and effect, and the City shall have and recover from Contractor and Surety damages in the premises as prescribed by said Contract. This obligation shall be a continuing one and successive recoveries may be had hereon for successive breaches until the full amount hereof is exhausted. IN WITNESS WHEREOF, this instrument is executed in 9 counterparts, each of which shall be deemed an original, this 12th day of December, A.D. 2012. ATTEST: ,f an,freet 1 (Principal) Secretary, Mi ele S. Lankford Witness as to Principal ATTEST: Secretary Witness as to Surety, John A. Miller William J. Schultz, Inc. dba Circle C Construction Company PRINCIPAL By: Name: Teresa S. Skelly, Vice(resident Address: P. O. Box 40328 Fort Worth, TX 76140 Merchants Bondl»g Company (Mutual) SURETY By: Name: 6:14146 Sheryl A. Klutts , Attorney -in -Fact Address: 2100 Fleur Drive Des Moines, IA 50321-1158 Telephone Number: 1-800-678-8171 MERCHANTIN BONDING COMPANY,. POWER OF ATTORNEY Know All Persons By These Presents, that MERCHANTS BONDING COMPANY (MUTUAL) and MERCHANTS NATIONAL BONDING, INC., both being corporations duly organized under the laws of the State of Iowa (herein collectively called the "Companies"), and that the Companies do hereby make, constitute and appoint, individually, John A Miller; John R Stockton; K R Harvey; Sheryl A Klutts of Fort Worth and State of TX• their true and lawful Attorney -in -Fact, with full power and authority hereby conferred in their name, place and stead, to sign, execute, acknowledge and deliver in their behalf as surety any and all bonds, undertakings, recognizances or other written obligations in the nature thereof, subject to the limitation that any such instrument shall not exceed the amount of: TEN MILLION ($10,000,000.00) DOLLARS and to bind the Companies thereby as fully and to the same extent as if such bond or undertaking was signed by the duly authorized officers of the Companies, and all the acts of said Attorney -in -Fact, pursuant to the authority herein given, are hereby ratified and confirmed. This Power -of -Attorney is made and executed pursuant to and by authority of the following By -Laws adopted by the Board of Directors of the Merchants Bonding Company (Mutual) on April 23, 2011 and adopted by the Board of Directors of Merchants National Bonding, Inc., on October 24, 2011. "The President, Secretary, Treasurer, or any Assistant Treasurer or any Assistant Secretary or any Vice President shall have power and authority to appoint Attorneys -in -Fact, and to authorize them to execute on behalf of the Company, and attach the seal of the Company thereto, bonds and undertakings, recognizances, contracts of indemnity and other writings obligatory in the nature thereof. The signature of any authorized officer and the seal of the Company may be affixed by facsimile or electronic transmission to any Power of Attorney or Certification thereof authorizing the execution and delivery of any bond, undertaking, recognizance, or other suretyship obligations of the Company, and such signature and seal when so used shall have the same force and effect as though manually fixed." In Witness Whereof, the Companies have caused this instrument to be signed and sealed this STATE OF IOWA COUNTY OF POLK ss. 1st day of January , 2012 . MERCHANTS BONDING COMPANY (MUTUAL) MERCHANTS NATIONAL BONDING, INC. By 74 7 President On this 1st day of January 2012, before me appeared Larry Taylor, to me personally known, who being by me duly sworn did say that he is President of the MERCHANTS BONDING COMPANY (MUTUAL) and MERCHANTS NATIONAL BONDING, INC.; and that the seals affixed to the foregoing instrument is the Corporate Seals of the Companies; and that the said instrument was signed and sealed in behalf of the Companies by authority of their respective Boards of Directors. In Testimony Whereof, I have hereunto set my hand and affixed my Official Seal at the City of Des Moines, Iowa, the day and year first above written. � MARANDA GREENWALT • Commission Number 770312 o My Commission Expires October 28, 2014 STATE OF IOWA COUNTY OF POLK ss. 4,1 Notary Public, Polk County, Iowa I, William Warner, Jr., Secretary of the MERCHANTS BONDING COMPANY (MUTUAL) and MERCHANTS NATIONAL BONDING, INC., do hereby certify that the above and foregoing is a true and correct copy of the POWER -OF -ATTORNEY executed by said Companies, which is still in full force and effect and has not been amended or revoked. thisIn Witness Whereo S��Ihave her unto set my hand and affixed the ............ Companies on / X bay of ��� � Z „e) /ci--- 11Ot4.4 ••0 .....to• 4q, 9o� 44).: E'% : 4° �, 9q�. yam. `:z: '' ' 6 •• 1933 •3• • Secretary 0L 20•03 :.�, : ,• :�ti: POA 0014 (11/11) IMPORTANT NOTICE To obtain information or make a complaint: You may contact your insurance agent at the telephone number provided by your insurance agent. You may call Merchants Bonding Company's toll -free telephone number for information or to make a complaint at: 1-800-678-8171 You may contact the Texas Department of Insurance to obtain information on companies, coverages, rights or complaints at: 1-800-252-3439 You may write the Texas Department of Insurance at: P. O. Box 149104 Austin, TX 78714-9104 Fax: (512) 475-1771 Web: http://www.tdi.state.tx.us E-mail: ConsumerProtection@tdi.state.tx.us PREMIUM AND CLAIM DISPUTES: Should you have a dispute concerning your premium or about a claim you should contact the agent first. If the dispute is not resolved, you may contact the Texas Department of Insurance. ATTACH THIS NOTICE TO YOUR POLICY: This notice is for information only and does not become a part or condition of the attached document. SUP 0032 TX (7/07) CITY OF FORT WORTH, TEXAS CONTRACT THE STATE OF TEXAS KNOW ALL BY THESE PRESENTS COUNTY OF TARRANT This Contract made and entered into this the 23rd day of October A.D, 2012, by and between the City of Fort Worth, a home -rule municipal corporation situated in Tarrant, Denton, Parker, and Wise Counties, Texas, by and through its duly authorized Assistant City Manager, ("Owner"), and William J. Schultz, Inc. dba Circle C Construction Company. ("Contractor"). Owner and Contractor may be referred to herein individally as a "Party" or collectively as the "Parties." WITNESSETH: That said parties have agreed as follows: 1. That for and in consideration of the payments and agreements hereinafter mentioned to be made and performed by the Owner, and under the conditions expressed in the bond bearing even date herewith, the said Contractor hereby agrees with the said Owner to commence and complete the construction of certain improvements described as follows: Sanitary Sewer Rehabilitation Contract LVI (56) — Part 3 City Project No. 01029 DOE 6020 Sewer No. P258-709170102987 2. That the work herein contemplated shall consist of furnishing as an independent contractor all labor, tools, appliances and materials necessary for the construction and completion of said project in accordance with the Plans and Specifications and Contract Documents prepared by the Department of Engineering for the Water Department of the City of Fort Worth adopted by the City Council of the City of Fort Worth, which Plans and Specifications and Contract Documents are hereto attached and made a part of this Contract the same as if written herein. 3. The Contractor hereby agrees and binds himself to commence the construction of said work within ten (10) days after being notified in writing to do so by the Department of Water (Engineering) of the City of Fort Worth.. 4. The Contractor hereby agrees to prosecute said work with reasonable diligence after the commencement thereof and to fully complete and finish the same ready for the inspection and approval of the Department of Engineering of the City of Fort Worth and the City Council of the City of Fort Worth within a period of 150 Calendar days. If the Contractor should fail to complete the work as set forth in the Plans and Specifications and Contract Documents within the time so stipulated, plus any additional time allowed as provided in the General Conditions, there shall be deducted from any monies due or which may thereafter become due him, the sum of $315.00 per working day, not as a penalty but as liquidated damages, the Contractor and its Surety shall be liable to the Owner for such deficiency. 5. Should the Contractor fail to begin the work herein provided for within the time herein fixed or to carry on and complete the same according to the true meaning of the intent and terms of said Plans, Specifications and Contract Documents, then the Owner shall have the right to either demand the surety to take over the work and complete same in accordance with the Contract Documents or to take charge of and complete the work in such a manner as it may deem proper, and if in the completion thereof, the cost to the said City shall exceed the contract price or prices set forth in the said Plans and Specifications made a part hereof, the Contractor and/or its Surety shall pay Owner on demand in writing, setting forth and specifying an itemized statement of the total cost thereof, said excess cost. 6. Contractor covenants and agrees to indemnify City's engineer and architect, and their personnel at the project site for Contractor's sole negligence. In addition, Contractor covenants and agrees to indemnify, hold harmless and defend, at its own expense, the Owner, its officers, servants and employees, from and against any and all claims or suits for property loss, property damage, personal injury, including death, arising out of, or alleged to arise out of, the work and services to be performed hereunder by Contractor, its officers, agents, employees, subcontractors, licensees or invitees, whether or not anv such iniurv. damage or death is caused, in whole or in Hart, by the negligence or alleged negligence of Owner, its officers. servants. or enwlovees. Contractor likewise covenants and agrees to indemnify and hold harmless the Owner from and against any and all injuries to Owner's officers, servants and employees and any damage, loss or destruction to property of the Owner arising from the performance of any of the terms and conditions of this Contract, whether or not anv such iniury or damage is caused in whole or in part by the negligence or alleged negligence of Owner. its officers, servants or employees. In the event Owner receives a written claim for damages against the Contractor or its subcontractors prior to final payment, final payment shall not be made until Contractor either (a) submits to Owner satisfactory evidence that the claim has been settled and/or a release from the claimant involved, or (b) provides Owner with a letter from Contractor's liability insurance carrier that the claim has been referred to the insurance carrier. The Director may, if he deemed appropriate, refuse to accept bids on other City of Fort Worth public work from a Contractor against whom a claim for damages is outstanding as a result of work performed under a City of Fort Worth Contract. 7. The Contractor agrees, upon the execution of this Contract, and before beginning work, to make, execute and deliver to City of Fort Worth the following bonds in the name of the City of Fort Worth in a sum equal to the amount of the Contract. The form of the bond shall be as herein provided and the surety must first be acceptable to the City of Fort Worth. All bonds furnished hereunder shall meet the requirements of the Chapter 2253 of the Texas Government Code, as amended. A. If the total contract price is $25,000 or less, payment to the contractor shall be made in one lump sum. Payment shall not be made for a period of 45 calendar days from the date the work has been completed and accepted by the Owner. B. If the contract amount is in excess of $25,000, a Payment Bond shall be executed, in the amount of the Contract, solely for the protection of the claimants supplying labor and material in the prosecution of the work. C If the Contract amount is in excess of $100,000, a Performance Bond shall be executed, in the amount of the Contract conditioned on the faithful performance of the work in accordance with the Plans, Specifications, and Contract Documents. Said bond shall solely be for the protection of the Owner. D. A Two-year Maintenance Bond in the name of the Owner is required for all projects to insure the prompt, full and faithful performance of the general guarantee contained in the Contract Documents. 8. The Owner agrees and binds itself to pay, and the Contractor agrees to receive, for all of the aforesaid work, and for all additions thereto or deductions therefrom, the price shown on the Proposal submitted by the successful bidder hereto attached and made a part hereof. Payment will be made in monthly installments upon actual work completed by contractor and accepted by the Owner and receipt of invoice from the Contractor. The agreed upon total Contract amount (including/excluding) alternates n/a, shall be Five Hundred Thirtv-Three Thousand. Seven Hundred Fiftv-Three and 55/100 Dollars, ($533.753.55). 9. It is further agreed that the performance of this Contract, either in whole or in part, shall not be sublet or assigned to anyone else by said Contractor without the written consent of the Owner. Any request for any sublease or assignment shall be made in writing and submitted to the Director of the Engineering Department. 10. The Contractor agrees to pay at least the minimum wage per hour for all labor as the same is classified, promulgated and set out by the City of Fort Worth, Texas, a copy of which is attached hereto and made a part hereof the same as if it were copied verbatim herein. 11. It is mutually agreed and understood that this Contract is made and entered into by the Parties hereto with references to the existing Charter and Ordinances of the City of Fort Worth and the laws of the State of Texas with references to and governing all matters affecting this Contract, and the Contractor agrees to fully comply with all the provisions of the same. IN WITNESS THEREOF, the City of Fort Worth has caused this instrument to be signed in 9 counterparts in its name and on its behalf by the City Manager and attested by its Secretary, with the corporate seal of the City of Fort Worth attached. The Contractor has executed this instrument through its duly authorized officers in 9 counterparts with its corporate seal attached. Done in Fort Worth, Texas, this the 23rd day of October. A.D., 2012, RECOMMENDED: 51. vh,t) DIRECTOR, DEPARTMENT OF WATER William J. Schultz. Inc. dba Circle C Construction Comnanv CONTRACTOR BY: Teresa S. Skelly Vice -President TITLE P. O. Box 40328, Fort Worth. TX 76140 ADDRESS CITY OF FORT WORTH FERNANDO COSTA, ASST. CITY MANAGER APPROVED A TO FORM AND LEGALITY: ASST. CITY ATTORNEY t!r l 4 c c Z'Xi y 3 �' ZS / 1 ; OFFICIAL RECORD',; CITY SECRETARY FT. WORTH, TX «Project_Name» Parcel # «Pa rcel_Number»/ ROE «ROE» DOE # «DOE_Number» Lot «Lot_Number», Block «Block_ Number», «Addition_Name» «Property_Street_Number» «Property_Street_Name» CITY OF FORT WORTH TEMPORARY RIGHT OF ENTRY STATE OF TEXAS § § KNOW ALL BY THESE PRESENTS COUNTY OF TARRANT § That the undersigned, hereinafter referred to as "Grantor", does by these presents grant and convey to the City of Fort Worth, TX, herein after referred to as "Grantee" a temporary right of entry onto property described as Block «Block_Number», Lot «Lot_Number», «Addition_Name» as shown on the deed recorded in Volume «Volume» Page «Page» Tarrant County Deed Records and plat recorded in Cabinet «Cabinet» Slide «Slide» Page «Pagel», Tarrant County Plat Records a/k/a Fort Worth, Tarrant County, Texas, hereinafter referred to as the "Property", for the purpose of rerouting of existing sanitary sewer service line to newly installed sanitary sewer main in street right-of-way and abandonment of existing sanitary sewer. Upon execution of this agreement, Grantor will grant Grantee and its contractor's access to the Property for the purpose stated herein, until such time as the project is completed and approved by the Grantee, at which time the above described temporary right of entry becomes void. This Right of Entry shall include the right of Grantee and its employees, agents, representatives, or contractors to access the aforementioned property. TO HAVE AND TO HOLD the above described right of entry, together with all and singular, the rights and appurtenances thereto, anywise belonging unto the said Grantee, is successors and assigns, for the purposes set forth above. Grantee shall restore the Property to the condition it was in immediately prior to accessing the Property under this Right of Entry. EXECUTED this the day of , 201 GRANTOR: (Please Print) (Authorized Title) TEMPORARY RIGHT OF ENTRY Rev. 6/2007 (Signature) Sanitary Sewer Rehabilitation Contract LVI (56) - Part 3 Parcel # 10/ ROE 10 DOE # 6020 Lot 7B & 8B, Block 7, Texas & Pacific Railway Addn 1200 W Presidio Street CITY OF FORT WORTH TEMPORARY RIGHT OF ENTRY STATE OF TEXAS § COUNTY OF TARRANT § MAY 1 9 2009 B Y KNOW ALL BY THESE PRESENTS That the undersigned, hereinafter referred to as "Grantor", does by these presents grant and convey to the City of Fort Worth, TX, herein after referred to as "Grantee" a temporary right of entry onto property described as Block 7, Lot 7B & 8B, Texas & Pacific Railway Addn as shown on the deed recorded in Volume 014317 Page 0390 Tarrant County Deed Records and plat recorded in Cabinet N/A Slide N/A Page N/A, Tarrant County Plat Records a/k/a Moo W P4/ T i'io , Fort Worth, Tarrant County, Texas, hereinafter referred to as the "Property", for the purpose of rerouting of existing sanitary sewer service line to newly installed sanitary sewer main in street right-of- way and abandonment of existing sanitary sewer. Upon execution of this agreement, Grantor will grant Grantee and its contractor's access to the Property for the purpose stated herein, until such time as the project is completed and approved by the Grantee, at which time the above described temporary right of entry becomes void. This Right of Entry shall include the right of Grantee and its employees, agents, representatives, or contractors to access the aforementioned property. TO HAVE AND TO HOLD the above described right of entry, together with all and singular, the rights and appurtenances thereto, anywise belonging unto the said Grantee, is successors and assigns, for the purposes set forth above. Grantee shall restore the Property to the condition it was in immediately prior to accessing the Property under this Right of Entry. EXECUTED this the /3ti`i day of /H'9"'1 , 200151. GRANTOR: SR -Ye L Iyicg-04 y t2 Alt (Please Print) (Signature) (Authorized Title) TEMPORARY RIGHT OF ENTRY Rev. 6/2007 Sanitary Sewer Rehabilitation Contract LVI (56) - Part 3 Parcel # 9/ ROE 9 DOE # 6020 Lot 6, Block 7, Texas & Pacific Railway Addn 1209 W Lancaster Ave CITY OF FORT WORTH TEMPORARY RIGHT OF ENTRY MAY 1 9 2009 By 0( STATE OF TEXAS § § KNOW ALL BY THESE PRESENTS COUNTY OF TARRANT § That the undersigned, hereinafter referred to as "Grantor", does by these presents grant and convey to the City of Fort Worth, TX, herein after referred to as "Grantee" a temporary right of entry onto property described as Block 7, Lot 6, Texas & Pacific Railway Addn as shown on the deed recorded in Volume 014317 Page 0390 Tarrant County Deed Records and plat recorded in Cabinet N/A Slide N/A Page N/A, Tarrant County Plat Records a/k/a /ad S #v- Ce377.L- , Fort Worth, Tarrant County, Texas, hereinafter referred to as the "Property", for the purpose of rerouting of existing sanitary sewer service line to newly installed sanitary sewer main in street right-of- way and abandonment of existing sanitary sewer. Upon execution of this agreement, Grantor will grant Grantee and its contractor's access to the Property for the purpose stated herein, until such time as the project is completed and approved by the Grantee, at which time the above described temporary right of entry becomes void. This Right of Entry shall include the right of Grantee and its employees, agents, representatives, or contractors to access the aforementioned property. TO HAVE AND TO HOLD the above described right of entry, together with all and singular, the rights and appurtenances thereto, anywise belonging unto the said Grantee, is successors and assigns, for the purposes set forth above. Grantee shall restore the Property to the condition it was in immediately prior to accessing the Property under this Right of Entry. EXECUTED this the a day of /0" , 200, . GRANTOR: SPa'vi G /✓ic ,q e y (Please Print) Hsu M it-- (Authori ed Title) J TEMPORARY RIGHT OF ENTRY Rev. 6/2007 Air (Signature) Sanitary Sewer Rehabilitation Contract LVI (56) - Part 3 Parcel # 8/ ROE 8 DOE # 6020 Lot 3R, Block 7, Texas & Pacific Railway Addn 1221 W Lancaster Ave CITY OF FORT WORTH TEMPORARY RIGHT OF ENTRY STATE OF TEXAS § COUNTY OF TARRANT § KNOW ALL BY THESE PRESENTS 1)11aTifti- MAY 1 9 2000 By That the undersigned, hereinafter referred to as "Grantor", does by these presents grant and convey to the City of Fort Worth, TX, herein after referred to as "Grantee" a temporary right of entry onto property described as Block 7, Lot 3R, Texas & Pacific Railway Addn as shown on the deed recorded in Volume 014317 Page 0390 Tarrant County Deed Records and plat recorded in Cabinet N/A Slide N/A Page N/A, Tarrant County Plat Records a/k/a /a?/ Gv.l ►'Cif'S9Yi- , Fort Worth, Tarrant County, Texas, hereinafter referred to as the "Property", for the purpose of rerouting of existing sanitary sewer service line to newly installed sanitary sewer main in street risht-of- way and abandonment of existing sanitary sewer. Upon execution of this agreement, Grantor will grant Grantee and its contractor's access to the Property for the purpose stated herein, until such time as the project is completed and approved by the Grantee, at which time the above described temporary right of entry becomes void. This Right of Entry shall include the right of Grantee and its employees, agents, representatives, or contractors to access the aforementioned property. TO HAVE AND TO HOLD the above described right of entry, together with all and singular, the rights and appurtenances thereto, anywise belonging unto the said Grantee, is successors and assigns, for the purposes set forth above. Grantee shall restore the Property to the condition it was in immediately prior to accessing the Property under this Right of Entry. EXECUTED this the /3 "day of "01 , 200 Z GRANTOR: V (Please Print) (Signature) Anet-sr AA) tt— (Authorized Title) TEMPORARY RIGHT OF ENTRY Rev. 6/2007 1 CITY OF FORT WORTH CONSTRUCTION SERVICES LABORATORY RESULTS FOR TEST HOLE AND PLASTICITY INDEX Project: SS REHAB CONTRACT 56 PART 3 DOE No: 6020 Fund Code: 01,02 HOLE # 1 LAB NO: 106847 LOCATION: 800 Penn St W/4 4.25" HMAC 6.00" Old 227 5.50" Lt. Brown Sandy Clay, w/rocks & gravel 5.25" Orange Sandy Clay w/larger rocks & gravel ATTERBURG LIMITS: LL: PL: PI: SHRKG: .0% MUNSELL COLOR CHART: 10 Yr. UNIT WEIGHT: N/A #/CFT HOLE # 2 LAB NO: 106848 LOCATION: 800 Penn St E/4 4.00" HMAC 4.75" Old 227 7.00" Lt. Brown Sandy Clay, w/rocks & gravel 6.25" Brown Clay w/gravel ATTERBURG LIMITS: LL: PL: PI: SHRKG: .0% MUNSELL COLOR CHART: 10 Yr.UNIT WEIGHT: N/A #/CFT HOLE # 3 LAB NO: 106849 LOCATION: 1500 Texas St N/4 8.00" HMAC 6.50" Lt. Brown Sandy Clay w/rocks & gravel 6.75" Olive Green Sandy Clay ATTERBURG LIMITS: LL: PL: PI: SHRKG: .0% MUNSELL COLOR CHART: 10 Yr. UNIT WEIGHT: N/A #/CFT HOLE # 4 LAB NO: 106850 LOCATION: 1600 Texas St S/4 7.00" HMAC 10.00" Brown Sandy Clay w/big rocks 4.00" Olive Green Clay ATTERBURG LIMITS: LL: PL: PI: SHRKG: 11.0% MUNSELL COLOR CHART: 10 Yr. UNIT WEIGHT: N/A #/CFT HOLE # 5 LAB NO: 106851 !LOCATION: 1000 Lake St W/4 6.50" HMAC 6.25" Old 227 8.50" Brown Sandy clay w/rocks & gravel ATTERBURG LIMITS: LL: PL: PI: SHRKG: .0% MUNSELL COLOR CHART: 10 Yr. 2 UNIT WEIGHT: N/A #/CFT _ HOLE # 6 LAB NO: 106852 LOCATION: 1100 Lake St S/4 8.00" HMAC 6.75" Old 227 6.00" Brown Sandy clay w/rocks & gravel ATTERBURG LIMITS: LL: PL: PI: SHRKG: .0% MUNSELL COLOR CHART: 10 Yr. 6/3 PALE BROWN CLAY UNIT WEIGHT: N/A #/CFT HOLE # 7 LAB NO: 106853 LOCATION: 110' E of Lake St @ W. Presidio St S/4 8.75" Concrete 4.00" HMAC 7.25" Old 227 ATTERBURG LIMITS: LL: PL: PI: SHRKG: .0% MUNSELL COLOR CHART: 10 Yr. UNIT WEIGHT: N/A #/CFT HOLE # 8 LOCATION: 1500 W. 7th & Penn St. S/4 5.50" HMAC 7.00" Old 227 8.50" Lt. Brown Sandy clay w/rocks & gravel ATTERBURG LIMITS: LL: PL: PI: SHRKG: .0% MUNSELL COLOR CHART: 10 Yr. UNIT WEIGHT: N/A #/CFT LAB NO: 106854 HOLE # 9 LAB NO: 106855 LOCATION: 1500 W. 7TH St & Summit St. N/4 3.75" HMAC 6.75" Old 227 7.25" Lt. Brown Sandy Clay W/rocks & gravel 4.25" Dark Brown Clay w/rocks & gravel ATTERBURG LIMITS: LL: PL: PI: SHRKG: .0% MUNSELL COLOR CHART: 10 Yr. UNIT WEIGHT: N/A #/CFT HOLE # 10 LAB NO: 106856 LOCATION: 150'N of W. 5th St @ Macon St. W/4 4.75" HMAC 5.75" Old 227 9.50" Dark Brown clay w/rocks & gravel ATTERBURG LIMITS: LL: PL: PI: SHRKG: .0% MUNSELL COLOR CHART: 10 Yr. UNIT WEIGHT: N/A #/CFT HOLE # 11 LAB NO: 106857 LOCATION: 100'S of W. 5th St. @ Macon St. E/4 3.00" HMAC 5.00" Old 227 6.50" Orange Brown Clay W/rocks & gravel 6.75" Dark Brown Clay w/rocks & gravel 3 1-- ATTERBURG LIMITS: LL: PL: PI: SHRKG: .0% MUNSELL COLOR CHART: 10 Yr. UNIT WEIGHT: N/A #/CFT HOLE # 12 LAB NO: 106858 LOCATION: 1500 10th St N/4 r- 3.00" HMAC 5.75" Old 227 6.50" Lt. Brown Sandy Clay W/rocks & gravel 6.25" Brown Clay w/rocks & gravel ATTERBURG LIMITS: LL: PL: PI: SHRKG: .0% MUNSELL COLOR CHART: 10 Yr. UNIT WEIGHT: N/A #/CFT HOLE # 13 LOCATION: 1510 W. 10th St S/4 LAB NO: 106859 2.50" HMAC 8.00" Old 227 5.00" Lt. Brown Sandy Clay W/rocks & gravel 5.50" Brown Clay w/rocks & gravel ATTERBURG LIMITS: LL: PL: PI: SHRKG: .0% MUNSELL COLOR CHART: 10 Yr. iUNIT WEIGHT: N/A #/CFT Approval: Ryan Jeri Routing: Date Tested: 12 11 09 12 14 09 Superintendent Requested by: Susan Schwinger Inspector Tested by: Soil Lab File i?0 rq5.P.M.11P.ibiR and call your TXDOT Inspector 48 hours prior to starting construction, and be prepared to provide the following information. 1. Permit and Highway numbers 2.The name of the Utility Company,a contact person's name and phone number. 3. The name of the Construction Company, a contact person's name and phone number. 4. A start date 5. Date to be staked, if applicable. ip CONTRACTOR: UPON COMPLETION OF PROJECT YOU WILL NEED TO CALL THE PERSON THAT IS ON THE PERMIT AND LET THEM KNOW JOB IS DONE. Note: A Cony of the attached A. rovalfincludinsull attachments] shall be on the lob site at all times. 1777777'1111,,,10 "r IF CONSTRUCTION IS FOUND TO HAVE COMMENCED WITHOUT 48 HOURS CALL IN NOTICE, THE JOB SHALL BE SHUT DOWN UNTIL PROPER PROCEDURES ARE COMPLETED. Texas Department of Transportation Specifications for Utility Installations Fort Worth District (revised November 2009) Specifications for Utility Installations Fort Worth District TxDOT Directory For Utilities 3,4 TxDOT's Mission Statement 5 Safety 5 Protection of Highway Facilities 5 Use of Explosives 5 Protection of Existing Facilities 5 Deviation From Approved Plans 5 Staking of Utility Lines in Advance of Construction 5 Full -Time Supervision and Inspection 5 Notification of Job Start 5 TxDOT Locates 6 Stockpiles on TxDOT ROW 6 Coordination of Work With Highway Contractor or State Forces 6 Work Day Restrictions 6 Inclement Weather 6 Pits 6 Bore and Tunneling Operations 7 Markers 7 Above -Ground Appurtenances 8 Back -Fill of Utility Trenches 8 Site Clean -Up 8 Repair and Replacement of Rip -Rap and Earth Slopes 8 Special Precautions For Erosion Control 8 Seeding Specifications 9 Aesthetics 10 Required Pruning Practices 10 Pruning Suggestions 11 Specifications for Utility Installations 2 Fort Worth District TXDOT DIRECTORY FOR UTILITIES R.O.W. UTILITY OFFICE I J. D. GREENHILL UTILITY AGREEMENT / PERMIT COORDINATOR 817-370-6588 BUZZ KYLER UTILITY COORDINATOR 817-370-6827 PAUL FIERRO UTILITY COORDINATOR 817-370-6865 JIMMY VAUGHAN UTILITY OBSERVER 817-307-1617 STACY CLACK UTILITY OBSERVER 817-313-3873 CLARA ELLIOTT UTILITY PERMITS for S. TARRANT 817-370-6585 JOHNSON, ERATH, HOOD & SOMERVELL, BRENDA WATTS UTILITY PERMITS for N. TARRANT PARKER, PALO PINTO, JACK & WISE, 817-370-6589 I(50) JOHNSON COUNTY AREA OFFICE I RONALD ROBINSON AREA ENGINEER 817-202-2900 RANDY BOWERS ASSISTANT AREA ENGINEER 817-202-2900 JERRY STOUT UTILITY COORDINATOR 817-202-2900 I(51) WISE & JACK COUNTY AREA OFFICES I BILL NELSON AREA ENGINEER VACANT ASSISTANT AREA ENGINEER VACANT UTILITY COORDINATOR 940-626-3400 940-626-3400 940-626-3400 (52) NORTH TARRANT COUNTY AREA OFFICE (N. OF IH30) I RALPH BROWNE AREA ENGINEER 817-399-4302 OSCAR CHAVEZ ASST AREA ENGINEER 817-399-4302 I(54) SOUTH TARRANT COUNTY AREA OFFICE (S. OF IH30) GREG CEDILLO AREA ENGINEER DAVID NEELEY ACTING ASSISTANT AREA ENGINEER 817-370-6638 817-370-6638 (56) ERATH, HOOD & SOMERVELL COUNTY AREA OFFICES I MARC Mc ENDREE AREA ENGINEER 254-965-3511 DAVID BULLARD ASST AREA ENG. /UTILITY COORD. 254-965-3511 Specifications for Utility Installations 3 Fort Worts, District Specifications for Utility Installations (57) PARKER & PALO PINTO COUNTY AREA OFFICES JOHN CORDARY AREA ENGINEER 682-229-2800 VACANT ASST AREA ENG. /UTILITY COORD. 682-229-2800 JOHNSON COUNTY MAINTENANCE RALPH GARZA MAINTENANCE SUPERVISOR 817-202-2900 BRYAN ANDERSON UTILITY OBSERVER 817-202-2905 WISE & JACK COUNTY MAINTENANCE RICKY TOMPKINS MAINTENANCE SUPERVISOR 940-626-3400 KEITH PROCHNOW UTILITY OBSERVER (WISE) 940-626-3400 GERRY STONE UTILITY OBSERVER (WISE) 940-626-3400 JANA ROBINSON UTILITY OBSERVER (JACK) 940-567-6611 NORTH TARRANT COUNTY MAINTENANCE GARY PHILLIPS MAINTENANCE SUPERVISOR 817-283-2731 STACY CLACK UTILITY OBSERVER 817-313-3873 SOUTH TARRANT COUNTY MAINTENANCE RALPH GARZA MAINTENANCE SUPERVISOR 817-235-3416 JIMMY VAUGHAN UTILITY OBSERVER 817-307-1617 ERATH, HOOD, SOMERVELL COUNTY MAINTENANCE JAMES PARKER MAINTENANCE SUPERVISOR 254-897-2647 TONY MUNOZ UTILITY OBSERVER 254-897-2647 PARKER & PALO PINTO COUNTY MAINTENANCE ALAN DONALDSON MAINTENANCE SUPERVISOR 682-229-2804 WAYNE FRAIZER UTILITY OBSERVER (PARKER) 682-229-2806 BRYAN RIGGS UTILITY OBSERVER (PALO PINTO) 940-325-2414 IN CASE OF EMERGENCIES, CONTACT J.D. GREENHILL AT 817-370-6588; LIGHTS AND TRAFFIC CONTROL DEVICES SHALL ALWAYS BE USED, AND WILL BE IN STRICT ACCORDANCE WITH THE GUIDELINES OF THE TMUTCD. TXDOT'S MISSION STATEMENT The mission of the Texas Department of Transportation is to provide safe, effective and efficient movement of people and goods. SAFETY Please refer to the Texas Manual on Uniform Traffic Control Devices for questions concerning traffic control. While working on TXDOT right of way hard hats and fluorescent safety vest are required at all times. PROTECTION OF HIGHWAY FACILITIES 4 Fort Worth District All construction operations relative to installation of the Utility shall be conducted in such manner as to protect highway facilities from damage at all times. In addition, all work must be done in strict accordance with all applicable regulations of the occupational Safety and Health Administration (OSHA) of the US Department of Labor. USE OF EXPLOSIVES No explosives shall be used within limits of highway right-of-way without written permission. PROTECTION OF EXISTING UTILITIES Prior to beginning actual construction operations the Utility shall notify all other Utility Companies who may have facilities in the area so they can determine if the proposed construction will conflict with or otherwise damage their facilities. REMEMBER: 1-800-DIG-TESS DEVIATION FROM APPROVED PLANS No changes shall be made to the approved location of utilities without prior authorization of TxDOT. The Utility shall make necessary arrangements with other Utility Owners for moving facilities and/or supporting same during trenching operations. Any poles, anchors, etc. relocated to clear the proposed underground utility line shall be moved toward the highway right-of-way line and location shall be subject to TxDOT approval. All utility lines incorrectly installed shall be removed and laid in proper location at the entire expense of the Utility. STAKING OF UTILITY LINES IN ADVANCE OF CONSTRUCTION Utility lines shall be staked well in advance of construction so that TxDOT can inspect staking to verify that the alignment conforms to requirements set out herein and that there is no conflict with highway facilities. FULL TIME SUPERVISION AND INSPECTION The Utility shall provide competent full-time supervisors or inspectors for all utility installations. NOTIFICATION OF JOB START 48 Hour notification is required for utility installations. Please have the following information ready when you call: • APPROVED PERMIT NO. • STATE HIGHWAY NO. • UTILITY COMPANY • UTILITY SUPERVISOR OR INSPECTOR'S NAME and UTILITY MOBILE NO. • GENERAL CONTRACTOR'S NAME • NAME OF FOREMAN and MOBILE PHONE NO. • START DATE TXDOT LOCATES 48 Hour notification is required for TXDOT locates. BE AWARE!! TXDOT has a considerable investment in traffic signals, lighting, and traffic management system. These systems include underground electric and fiber optic lines. If any of the above facilities are within the limits of the utility project, the utility is required to call the phone numbers listed below: Specifications for Utility Installations Signals and lighting: Phone # (817) 370-6671 Traffic Management: Phone # (817) 370-6745 5 Fort Worth District AERIAL CROSSINGS 72 Hour (3 business days) notification is required for aerial crossings. Crossings on controlled access highways and/or high volume roadways can only be performed on Sunday, between the hours of 3 a.m. to 7 a.m. with police assistance and traffic control. Crossings on non -controlled access roadways and/or low volume roadways can be performed anytime during the week, Monday thru Friday, between the hours of 9 a.m. and 4 p.m. with proper traffic control. LANE CLOSURES 72 Hour (3 business days) notification is required for lane closures prior to the alteration of traffic flow. If a lane closure is required due to an unforeseen situation and after a utility permit has been approved, it will be necessary to call the TxDOT Utility Permit Office at 817/370-6588. A traffic control plan must be submitted and approved by TxDOT prior to lane closures. Note: An Engineer's seal may be required for lane closures on controlled access highways and high volume roadways. STOCKPILES ON TXDOT ROW Stockpiling will be allowed with permission from TxDOT. Once, permission has been granted, stockpiling can start forty-eight hours prior to construction. The stockpile shall be placed on the right of way line or as close as possible without obstructing the curb, pavement, or line of site. All materials must be removed from TxDOT right of way completion of the utility project. COORDINATION OF WORK WITH HIGHWAY CONTRACTOR OR STATE FORCES All work related to the installation of utilities shall be conducted in such manner as not to interfere in any way with highway construction or TxDOT maintenance operations. WORK DAY RESTRICTIONS Except, in cases of emergency, no work will be allowed on Saturdays, Sundays, Federal or State Holidays or at night. EXCEPTIONS MAY BE GRANTED BY TXDOT IF the Utility shows that "off day" work is necessary to avoid service interruptions to the public and the Utility agrees to the following conditions: Obtain TxDOT approval at least 48 hours in advance. The Contractor is required to have sufficient personnel and equipment on the job to efficiently execute the work. The utility will have a supervisor or inspector present on the job at all times while the work is in progress. INCLEMENT WEATHER To ensure the safety of the traveling public, as well as the contractor and his crew and TxDOT agents, no work shall be allowed during inclement weather such as, but not limited to rain, fog, snow and sleet effects visibility and/or traction. PITS All pits shall be excavated and closed within 48 hours. If the utility wishes to leave pits open overnight, reflective barricades must be employed. BORE AND TUNNELING OPERATIONS GENERAL REQUIREMENTS Utilities crossing under surfaced roads within the limits of highway right-of-way shall be placed by auger bore or tunnel method, unless otherwise specifically authorizedbyTxDOT. Specifications for Utility Installations Fort Worth District Bores or tunnels shall be placed at depths below the roadway structure which are sufficient for superimposed live and dead loads and also prevent collapse of supporting soil between hole and roadway. Boring and tunneling operations shall extend outside of the front slope and clear zone of the highway. Bores Where material beneath pavement is sandy or unstable and will be subject to caving, the hole for the casing shall be bored and cased simultaneously and bored material removed through casing. Cutting face of auger or drill shall not project more than six (6) inches ahead of casing and no water shall be used in connection with drilling. Where material beneath pavement is stable and not subject to caving, and allowed by TxDOT, the hole for the casing may be bored first and casing inserted in the hole immediately after completion of boring. If allowed by TxDOT, water may be used in conjunction with boring. Bore Pit Location Pits excavated for boring or tunneling operations shall be located so that any possible sloughing of sides of pit will not endanger shoulders or pavements and so that barricades can be placed as specified in the TMUTCD. Bore pits should be located at least thirty feet from the edge of the nearest through traffic lane and not less than twenty feet from the edge of pavement on ramps. On low traffic roadways and frontage roads, bore pits should not be less than ten feet from the edge of pavement or five feet from face of curb. Tunneling While hole is being tunneled, casing shall normally be jacked into place as operations progress. Working face of excavation shall not precede advancing end of casing by more than two and one half (21/2) feet unless otherwise allowed by TxDOT. Grouting All voids around casing shall be pressure grouted. The grout shall consisting of Portland Cement and washed sand and containing not less than two (2) sacks or Portland Cement per cubic yard of grout. Additional cement shall be added if workability and/or stability cannot be obtained. An air -entraining agent may also be added to the grout mixture to facilitate flow if necessary. Grouting shall be done immediately after casing has been installed in hole in order to avoid any shearing of soil and settlement of over burden above casing. Means shall be provided for proving that voids are filled around 24" diameter and larger casings in the event there is some doubt by TxDOT. TxDOT may require the Utility to install removable plugs at intervals inside the casing. No holes shall be drilled in pavement or shoulders for grouting operations. MARKERS The Utility shall place a readily identifiable and suitable marker at each right-of-way line for highway crossings. Utilities that parallel the right of way shall place a marker every 1500 feet, at intersecting streets, and highway drainage culverts. ABOVE -GROUND APPURTENANCES Above -ground appurtenances, such as pedestals, fire hydrants, meters, etc., shall be located at the right-of-way line. BACKFILL OF UTILITY TRENCHES DESCRIPTION This specification shall govern backfill of trenches, which have been opened for the removal, adjustment, or installation of utility lines within the limits of highway right-of-way. Except when permission is granted, compacted backfill will be used for utility installations. Backfill shall consist of compacted material obtained Specifications for Utility Installations 7 Fort Worth District from suitable soil excavated from the trench, or from sources outside the highway right-of-way. Material shall be free of rock, lumps, or clods that will not break down under compaction. Backflll material shall be placed in the trench in layers not to exceed 6" in depth and compacted. Water shall be added as required to facilitate compaction. Compaction shall be done with rollers or mechanical tamps. Use of rollers will be allowed only when such use is not believed detrimental to any highway facility. The type of roller used must be acceptable to TxDOT. When rollers are used, mechanical tamps shall be used along the sides of trench to compact any backfill that cannot be reached with rollers. Compacting shall be continued until a backfill density is equal to that of the adjacent, undisturbed material. Where trenches lie within the limits of drainage ditches and channels, which are in solid rock, TxDOT may require 1' of concrete backfill, struck off flush with the top of rock. SITE CLEAN UP The Utility is responsible for site clean up at the end of each workday. Roadways adjacent to the utility construction site shall be kept free from debris, construction materials, and mud. At the end of each day, construction equipment and materials shall be moved as far from the roadway as feasible within the safety rules. If mudding of the roadway occurs at any time, the roadway shall be cleaned immediately. When the utility installation is complete, the right-of-way shall be reshaped to its original condition and the area reseeded or re -sodded to reduce erosion. Should settlement or erosion occur within one (1) year of the utility installation, TxDOT may specify prompt replacement at the utility's expense for bringing the construction site to a satisfactory condition. TxDOT will restore sites that are left at an unsatisfactory condition after notification has been sent to the utility. These sites will be restored to original condition. The utility shall fully reimburse all costs incurred by TxDOT for all repairs made by TxDOT. These costs include, but are not limited to matters of traffic safety, right of way contour, restoration and repairs to all highway structures: including, but not limited to roads, driveways, terrain, landscaping, fences, etc. REPAIR AND REPLACEMENT OF RIPRAP AND EARTH SLOPES Any existing riprap cut by trenching operations shall be replaced and surface of new riprap finished to match that of existing riprap. Concrete riprap shall contain not less than three (3) sacks of cement per cubic yard of concrete. Reinforcing steel shall conform to that of existing riprap. SPECIAL PRECAUTIONS FOR EROSION CONTROL Special precautions should be taken during utility installations to avoid disturbing existing drainage courses. In addition, soil erosion should be held to a minimum and sediment from the construction site should be kept away from the roadway and drain inlets. During construction the roadbed and ditches shall be maintained in such condition to insure proper drainage at all times. Ditches and channels shall be maintained to avoid damage to the roadway. To avoid soil erosion, it is advised and encouraged that the Utility Contractor use all applicable means (i.e. silt fences, hay bails, rock filter dams, etc.) to detour soil from eroding into roadway, ditches, and adjacent property. SEEDING SPECIFICATIONS RURAL AREA WARM -SEASON SEEDING RATE In pounds, Pure Live Seed (PLS.) Mixture for Clay or Tight Soils Mixture for Sandy Soils I Dates Eastern Section I Western Section All Sections Specifications for Utility Installations 8 Fort Worth District Dates Feb 1 To May 1 Dates Feb 1 To May 1 Dates Aug 15 to Nov 30 Green Sprangletop 0.6 Sideoats Grama (El Reno) 1.8 Bermudagrass 0.8 Little Bluestem 1.1 K-R Bluestem 0.7 Switchgrass 1.2 Total 6.2 Green Sprangletop Sideoats Grama (Haskell or El Reno) Little Bluestem Indiangrass (Lometa or Cheyenne) K-R Bluestem Switchgrass (Alamo or Blackwell) 0.6 1.8 1.1 1.5 0.7 1.2 Total 6.9 URBAN AREA WARM -SEASON SEEDING In Pounds, Pure Live Seed (PLS) Mixture for Clay or Tight Soils Eastern Section Western Section Green Sprangletop 0.9 Green Sprangletop 1.1 Bermudagrass 1.2 K-R Bluestem 1.3 K-R Bluestem 1.0 Buffalograss 10.7 Buffalograss 8.0 Total 11.1 Total 13.1 Green Sprangleton Sideoats Grama (Haskell) Bermudagrass Little Bluestem Sand Dropseed RATE 0.7 2.2 0.9 1.4 0.2 Total 5.4 Mixture for Sandy Soils All Sections Green Sprangletop 1.1 K-R Bluestem 1.3 Buffalograss 1.5 TEMPORARY COOL -SEASON SEEDING RATE In pounds, Pure Live Seed (PLS) All Sections Tall Fescue Western Wheatgrass Wheat (Red, Winter) Total 3.9 4.0 5.0 30.0 Total 39.0 TEMPORARY COOL -SEASON LEGUME SEEDING RATE In pounds, Pure Live Seed (PLS) All Sections Crimson Clover Total TEMPORARY WARM -SEASON SEEDING RATE In pounds, Pure Live Seed (PLS) Dates All Sections May 1 Foxtail Millet to Nov 30 Total Note: Names in parenthesis () represent "improved" varieties of the species shown. Specifications for Utility Installations 9 7.0 7.0 30.0 30.0 Fort Worth District AESTHETICS To preserve and protect trees, shrubbery, and other aesthetic features on the highway right-of-way, TxDOT may specify the extent and methods of tree removal, tree trimming,, or their replacement. TxDOT may also specify the installation methods of the underground or overhead utility in order to protect and preserve trees and other aesthetic features. REQUIRED PRUNING PRACTICES PRIOR TO CUTTING • Locate utility lines with the least possible interference with trees. • Amount of clearance should be determined by the rate of tree growth. • Remove minimum number of branches to provide adequate clearance. • Maintain adequate clearance for lines, NOT EXCESSIVE CLEARANCE. • ALL pruning shall conform to recognized tree surgery practice. • Preserve natural character of tree. WHERE TO CUT In removing a limb, the cut should be made at a fork where the remaining branch will be at least one third the diameter of the one removed. LIMB REMOVAL 1. In removing branches the cut should be made at a fork with the remaining branch at least one-third the diameter of the one removed. 2. Undercut 1/3 of the way through the limb, 8 to 12 inches from the main stem. 3. Remove limb 4 to 6 inches out from the first cut. 4. Remove stub with an even cut so that a trace (called a "collar") still protrudes (about % inch). 5. All cuts two (2) inches or over shall be painted with an approved tree dressing or paint. * See pg 11. DISPOSAL OF CUTTINGS All pruned wood and brush must be removed from the right of way and disposed of in accordance with the laws and regulations of the community, county, and state. Disease branches (especially those infected with oak wilt) must be properly disposed of to prevent the further spread of the disease. Specifications for Utility Installations 10 Fort Worth District PRUNING SUGGESTIONS DESIRABLE TREE MODIFICATIONS PRESERVING SYMMETRY. DESIRABLE DESIRABLE Specifications for Utility Installations DESIRABLE UNDESIRABLE TREE MODIFICATIONS Such tree.11ne relationships as illus rated perpaluotes high mointenonce costs and right - of -way u sightliness. UNDESIRABLE 1 • DESIRABLE UNDESIRABLE 11 ! -404$ -1101, *Zs, UNDESIRABLE DESIRABLE '47.'s Remove limb from ost Xi) Undercut /3 wahrough limb -le from Iy t main stem. 0) Remove stub with an even, ) flush cut (*) (if" Finished cut with 00 race of PROPER LIM9 REMOVAL (2dio. or moral Fort Worth District BID TABULATION Revised 6-27-12 to show for Each Bidder Total Removed and Remaining Quantity and Amounts For Each Pay Item and Total Pay Items (Improvements Total). On 7-11-12 Revised Removed Qtys from those sent to Circle Con 6-4-12. Sanitary Sewer Rehabilitation Contract LVI (56) Part 3 Project Advertisement Dates: October 20, 2011 and October 27, 2011 Bid Opening: November 17, 2011 PAY ITEM CPMS NO. 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 BID-00351 BID-00351 BID-00332 BID-00332 BID-00350 BID- 00618 BID-01118 BID-00349 BID- 00574 BID-00331 BID-00329 BID-00352 BID-00960 BID-00358 BID-00358 BID-00354 BID-00353 BID-00120 BID-00120 BID-00361 BID-00355 BID -00961 BID-00901 BID-00356 BID-00362 BID-00205 BID-00206 BID-00212 BID-00213 BID-00214 BID-00207 BID-00208 TOTAL APPROX. ORIGINAL BID QTY 360 640 ENTER COMPANY NAME IN THIS ROW YES ADDENDUM ACKNOWLEDGE at ADDENDUM ACKNOWLEDGE /S ADDENDUM ACKNOWLEDGE w ADDENDUM ACKNOWLEDGE a4 BID BOND PROVIDED: (Yes/No) Uwtez Construction. LLP 2300 Peachtree Balch Springs, TX 75160 NO CIRCLE C CONSTRUCTION P.O. Box 40328 Ft. Worth, TX 76140 - 2nd LOW BIDDER - AWARD of CONTRACT on 10-23-12 for REMAINING AMOUNT (ADJUSTED 7-11-12) YES X NO YES X Jackson Construction, Ltd. Sun Valley Drive Ft Worth, TX 76119 NO WATER IMPROVEMENTS TOTAL TOTAL APPROX. APPROX. TOTAL APPROX. TOTAL APPROX. TOTAL APPROX. TOTAL APPROX. TOTAL APPROX. TOTAL APPROX. TOTAL APPROX. TOTAL APPROX. TOTAL APPROX. REMOVED QTY REMAINING QTY UNITS DESCRIPTION OF ITEMS WITH BID PRICES WRITTEN IN WORDS UNIT PRICE ORIGINAL BID REMOVED AMOUNT REMAINING AMOUNT UNIT PRICE ORIGINAL BID REMOVED AMOUNT REMAINING AMOUNT UNIT PRICE ORIGINAL BID REMOVED AMOUNT REMAINING AMOUNT (ADJUSTED 7-11 (ADJUSTED 7-11- AMOUNT (ADJUSTED 7-11-12) (ADJUSTED 7-11-12) AMOUNT (ADJUSTED 7-11-12) (ADJUSTED 7-11-12) AMOUNT (ADJUSTED 7-11-12) (ADJUSTED 7-11-12) 12) 12) 34.00 326.00 L.F. Pipe-Sewer-8 Inch PVC (All Depths) - Install $75.00 $27,000.00 $2,550.00 $24,450.00 $48.00 $17,280.00 $1,632.00 $15,648.00 $120.00 $43,200.00 $4,080.00 $39,120.00 568.00 72.00 L.F. Pipe-Sewer-8 Inch PVC (All Depths) - Install (backfill with flowable (II) $150.00 596,000.00 $85,200.00 310,800.00 $96.00 $61,440.00 $54,528.00 $6,912.00 $190.00 $121,600.00 $107,920.00 313,680.00 260 130.00 130.00 L.F. Pipe-Sewer-8 Inch Pressure Class 350 DIP with Proleclo 401 Lining $105.00 $27,300.00 $13,650.00 $13,650.00 $85.00 $22,100.00 $11,050.00 $11,050.00 $150.00 $39,000.00 $19,500.00 $19,500.00 (All Depths) - Install 520 6.00 514.00 L.F. Pipe-Sewer-8 Inch Pressure Class 350 DIP with Protector 401 Lining $190.00 $98,800.00 $1,140.00 $97,660.00 $142.00 $73,840.00 $852.00 $72,988.00 $240.00 $124,800.00 $1,440.00 $123,360.00 (All Depths) - Install (Backfill with Flowable Fill) 30 0.00 30.00 L.F. Pipe - Sewer-8-inch-SDR 26 (All Depths) - Install (with Cement $155.00 $4,650.00 $0.00 $4,650.00 $125.00 $3,750.00 $0.00 $3,750.00 $130.00 $3,900.00 $0.00 $3,900.00 stabilized sand embedment backfill with flowable fill) 300 290.00 10.00 L.F. Pipe-Sewer-8 Inch-(C900 DR 18 PVC -Sewer) (All Depths) - Install $155.00 $46,500.00 $44,950.00 31,550.00 $120.00 $36,000.00 534,800.00 31,200.00 $190.00 $57,000.00 $55,100.00 31,900.00 (Back811 with Flowable Fill) 400 0.00 400.00 L.F. Pipe -Rehabilitate (6-inch by CIPP) $35.00 $14,000.00 $0.00 $14,000.00 $88.00 $35,200.00 50.00 $35,200.00 $100.00 $40,000.00 $0.00 $40,000.00 210 20.00 190.00 L.F. Pipe-Sewer-8 Inch Class 350 DIP -Other Than Open Cut - Install $170.00 $35,700.00 $3,400.00 $32,300.00 $400.00 $84,000.00 $8,000.00 $76,000.00 $150.00 - $31,500.00 $3,000.00 328,500.00 80 0.00 80.00 LF Pipe- Casing - 16-inch - Casing -Other Than Open Cut -Install $295.00 $23,600.00 $0.00 $23,600.00 $450.00 $36,000.00 $0.00 536,000.00 $385.00 $30,800.00 - $0.00 $30,800.00 170 10.00 160.00 L.F. Sewer-Service-6 Inch -PVC - Install $45.00 $7,650.00 $450.00 $7,200.00 $30.00 $5,100.00 $300.00 $4,800.00 $85.00 $14,450.00 $850.00 $13,600.00 60 0.00 60.00 L.F. Sewer-Service-6 Inch Class 350 DIP - Other than Open Cut $155.00 $9,300.00 $0.00 $9,300.00 $150.00 $9,000.00 $0.00 $9,000.00 $140.00 $8,400.00 $0.00 38,400.00 270 260.00 10.00 L.F. Plumbing Service- 4-inch Schedule 40 - Install (PVC) $50.00 $13,500.00 $13,000.00 $500.00 $53.00 $14,310.00 $13,780.00 3530.00 $45.00 $12,150.00 $11,700.00 $450.00 160 150.00 10,00 L.F. Sewer Service-4 Inch Class 350 DIP- Other than Open Cut- Install $155.00 $24,800.00 $23,250.00 $1,550.00 $300.00 $48,000.00 $45,000.00 $3,000.00 $140.00 $22,400.00 $21,000.00 $1,400.00 20 10.00 10.00 L.F. Sewer Service-4 Inch-SDR26 - Install $45.00 $900.00 $450.00 $450.00 $28.00 $560.00 $280.00 $280.00 $10.00 $200.00 $100.00 $100.00 50 40.00 10.00 L F Sewer Service-4 Inch-SDR26 - Install (with Cement Stabilized Sand $45.00 $2,250.00 $1,800.00 $450.00 $45.00 $2,250.00 $1,800.00 $450.00 $20.00 $1,000.00 $800.00 $200.00 Embedment) 50 0.00 50.00 L.F. Sewer Service-4 Inch -PVC - Install $45.00 $2,250.00 50.00 $2,250.00 $30.00 $1,500.00 $0.00 $1,500.00 $10.00 $500.00 $0.00 $500.00 120 0.00 120.00 L.F. Plumbing Service- 6-inch Schedule 40 - Install (PVC) $45.00 $5,400.00 $0.00 $5,400.00 $58.00 $6,960.00 $0.00 $6,960.00 $50.00 $6,000.00 $0.00 $6,000.00 30 30.00 0.00 L.F. (Plumbing Service Reroute at 900 Summit Ave- Plan Sheet BA, $130.00 $3,900.00 $3,900.00 $0.00 $160.00 $4,800.00 $4,800.00 $0.00 $60.00 $1,800.00 $1,800.00 $0.00 Including Parking Garage Pavement Concrete Surface) -Install 120 2.00 118.00 L.F. (Plumbing Service Reroute at 1008 W. Presidio St- Plan Sheet 14, $105.00 $12,600.00 $210.00 $12,390.00 $160.00 $19,200.00 $320.00 $18,880.00 $60.00 $7,200.00 $120.00 $7,080.00 Including Parking Garage Pavement Concrete Surface) -Install 9 2.00 7.00 EA. Sewer-Service-6 Inch Service Tap - Install $165.00 $1,485.00 5330.00 $1,155.00 $550.00 $4,950.00 $1,100.00 $3,850.00 $575.00 $5,175.00 $1,150.00 $4,025.00 9 4.00 5.00 EA. Sewer Service-4 Inch Service Tap - Install $225.00 $2,025.00 $900.00 $1,125.00 $500.00 $4,500.00 $2,000.00 $2,500.00 $575.00 $5,175.00 $2,300.00 $2,875.00 2 0.00 2.00 EA. Sewer Service- 4 Inch Tap (By Pipe Rehab CIPP) -Install $500.00 $1,000.00 $0.00 31,000.00 $600.00 $1,200.00 50.00 $1,200.00 $700.00 $1,400.00 $0.00 $1,400.00 2,280 706.00 1574.00 L.F. Pipe -Abandon (Groutwilh Flowable Fill Cement) $7.00 $15,960.00 $4,942.00 $11,018.00 $15.00 $34,200.00 510,590.00 $23,610.00 $3.00 $6,840.00 $2,118.00 34,722.00 15 7.00 8.00 EA. Sewer Service-4 Inch-2 Way Clean Out - Install 5215.00 $3,225.00 $1,505.00 $1,720.00 $250.00 $3,750.00 $1,750.00 $2,000.00 $250.00 $3,750.00 $1,750.00 $2,000.00 5 0.00 5.00 EA. Sewer-Service-6 Inch-2 Way Clean Out -Install $215.00 $1,075.00 $0.00 31,075.00 $350.00 $1,750.00 $0.00 $1,750.00 $450.00 $2,250.00 $0.00 $2,250.00 13 6.00 7.00 EA. Manhole -Abandon $260.00 $3,380.00 $1,560.00 31,820,00 $600.00 $7,800.00 $3,600.00 $4,200.00 $500.00 $6,500.00 $3,000.00 $3,500.00 8 3.00 5.00 EA. Manhole - Remove $325.00 $2,600.00 $975.00 $1,625.00 $800.00 $6,400.00 $2,400.00 54,000.00 $600.00 $4,800.00 $1,800.00 $3,000.00 2 0.00 2.00 EA. Manhole -Shallow Std 4 Ft Diam-(Shallow Cone) - Install $2,200.00 $4,400.00 50.00 $4,400.00 $2,800.00 $5,600.00 $0.00 $5,600.00 $1,800.00 $3,600.00 $0.00 33,600.00 20 13.00 7.00 EA. Manhole-Std 4 Ft Diam-(to 6 Ft Depth) - Install $2,220.00 $44,400.00 $28,860.00 $15,540.00 $3,500.00 $70,000.00 $45,500.00 $24,500.00 $2,800.00 $56,000.00 536,400.00 $19,600.00 40 17.00 23.00 V.F. Manhole -Sid 4 Ft Diam-Added Depth (over 6 Ft Depth) - Install $235.00 $9,400.00 $3,995.00 $5,405.00 $125.00 $5,000.00 $2,125.00 $2,875.00 $300.00 $12,000.00 55,100.00 56,900.00 5 1.00 4.00 EA. Manhole-Drop-Std 4 Ft Diam-(to 6 Ft depth) - Install $2,575.00 $12,875.00 $2,575.00 $10,300.00 $4,500.00 $22,500.00 $4,500.00 $18,000.00 $3,200.00 $16,000.00 $3,200.00 312,800.00 20 0.00 20.00 V.F. Manhole-Drop-Std 4 Ft Diem -Added Depth (over6 Ft Depth) - Install $235.00 $4,700.00 $0.00 $4,700.00 $130.00 $2,600.00 $0.00 $2,600.00 $375.00 $7,500.00 50.00 $7,500.00 Page 1 of 2 BID TABULATION Revised 6-27-12 to show for Each Bidder Total Removed and Remaining Quantity and Amounts For Each Pay Item and Total Pay Items (Improvements Total). On 7-11-12 Revised Removed Qtys from those sent to Circle C on 6-4-12. Sanitary Sewer Rehabilitation Contract LVI (56) Part 3 Project Advertisement Dates: October 20, 2011 and October 27, 2011 Bid Opening: November 17, 2011 ENTER COMPANY NAME IN THIS ROW YES ADDENDUMpfNyI�dE ADDENDUMAC(( ADDENDUM ACKNOWLEDGE a3 ADDENDUM ACKNOWLEDGE a( BID BOND PROVIDED: (Yes/No) WATER IMPROVEMENTS PAY ITEM CPMS NO. 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 BID-00217 BID-00198 BID- 00849 BID-00372 BID-00542 BID-01152 BID-00443 BID-00444 BID-00429 BID-00423 BID-00473 BID- 00528 BID- 00404 BID-00137 BID-00134 BID-00147 BID-00430 BID-00201 BID-00202 BID-00211 BID-00544 BID-01189 TOTAL APPROX. ORIGINAL BID QTY Ub9tex Construction, LLP 2300 Peachtree Balch Springs, TX 75180 NO CIRCLE C CONSTRUCTION P.O. Box 40328 Ft. Worth, TX 76140 - 2nd LOW BIDDER - AWARD of CONTRACT on 10-23-12 for REMAINING AMOUNT (ADJUSTED 7-11-12) YES X NO YES X Jackson Construction, Ltd. Sun Valley Drive Ft Worth, TX 76119 NO TOTAL TOTAL APPROX. APPROX. TOTAL APPROX. TOTAL APPROX. TOTAL APPROX. TOTAL APPROX. TOTAL APPROX. TOTAL APPROX. TOTAL APPROX. TOTAL APPROX. TOTAL APPROX. REMOVED QTY REMAINING QTY UNITS DESCRIPTION OF ITEMS WITH BID PRICES WRITTEN IN WORDS UNIT PRICE ORIGINAL BID REMOVED AMOUNT REMAINING AMOUNT UNIT PRICE ORIGINAL BID REMOVED AMOUNT REMAINING AMOUNT UNIT PRICE ORIGINAL BID REMOVED AMOUNT REMAINING AMOUNT (ADJUSTED 7-11 (ADJUSTED 7-11- AMOUNT (ADJUSTED 7-11-12) (ADJUSTED 7-11-12) AMOUNT (ADJUSTED 7-11-12) (ADJUSTED 7-11-12) AMOUNT (ADJUSTED 7-11-12) (ADJUSTED 7-11-12) 12) 12) 20 4.00 16.00 EA. Manhole -Vacuum Test - Services $110.00 $2,200.00 $440.00 $1,760.00 $150.00 $3,000.00 $600.00 $2,400.00 $150.00 $3,000.00 $600.00 $2,400.00 20 4.00 16.00 EA. Collar -Manhole (32-Inch Frame & Cover) - Install $780.00 $15,600.00 $3,120.00 $12,480.00 $350.00 $7,000.00 $1,400.00 $5,600.00 $400.00 $8,000.00 $1,600.00 $6,403.00 3 2,100 8 1 1,920 90 40 180 10 350 130 10 0.00 3.00 EA Manhole - Adjustment - Install (replace ex 24" opening cone w/prop $1,235.00 $3,705.00 $0.00 $3,705.00 $1,500.00 $4,500.00 $0.00 $4,500.00 $1,300.00 53,900.00 $0.00 $3,900.00 30" opening cone) 1,123.00 977.00 L.F. Trench Safety System 5 Foot Depth -Install $7.25 $15,225.00 $8,141.75 $7,083.25 $1.00 $2,100.00 $1,123.00 $977.00 $1.00 $2,100.00 $1,123.00 $977.00 3.00 5.00 E.A Dehole- Exploratory Excavation - Study $2,375.00 $19,000.00 $7,125.00 $11,875.00 $1,500.00 $12,000.00 $4,500.00 $7,500.00 $1,500.00 $12,000.00 $4,500.00 $7,500.00 0.00 1.00 E.A Adjust Waterline - Install $4,425.00 $4,425.00 $0.00 $4,425.00 $4,000.00 $4,000.00 $0.00 $4,000.00 $5,000.00 $5,000.00 $0.00 $5,000.00 917.00 1003.00 L.F. Pavement-2 Inch Min HMAC on 2/27 Concrete Base(STR-028) - Install $42.00 $80,640.00 $38,514.00 $42,126.00 $35.00 $67,200.00 $32,095.00 $35,105.00 $50.00 596,000.00 $45,850.00 $50,150.00 7.00 83.00 L.F. Pavement-2-Inch Min HMAC Replacement on Existing Base (and on $42.00 $3,780.00 $294.00 $3,486.00 $65.00 $5,850.00 $455.00 $5,395.00 $50.00 $4,500.00 $350.00 $4,150.00 2/27 Concrete Base (STR-029) - Install 0.00 40.00 S.Y. Pavement -Concrete on 2/27 Concrete Base (STR-031) -Install $75.00 $3,000.00 $0.00 $3,000.00 $55.00 $2,200.00 $0.00 $2,200.00 $150.00 $6,000.00 $0.00 $6,000.00 40.00 140.00 LF Curb & Gutter - Install $25.00 $4,500.00 $1,000.00 $3,500.00 $25.00 $4,500.00 $1,000.00 $3,500.00 $35.00 $6,300.00 $1,400.00 $4,900.00 0.00 10.00 S.Y. Pavement -Valley Gutter- Install $100.00 $1,000.00 $0.00 $1,000.00 $45.00 $450.00 $0.00 $450.00 $100.00 $1,000.00 50.00 $1,000.00 Walk (Concrete)- Install 52.00 298.00 S.F. $10.00 $3,500.00 $520.00 $2,980.00 $7.00 $2,450.00 5364.00 $2,086.00 $8.00 $2,800.00 $416.00 $2,384.00 Driveway-6 Inch (Concrete) - Install 0.00 130.00 S.F. $10.00 $1,300.00 50.00 $1,300.00 $7.00 $910.00 $0.00 $910.00 $9.00 51,170.00 $0.00 $1,170.00 Grass -Sod - Install 0.00 10.00 S.Y. $20.00 $200.00 $0.00 $200.00 $15.00 $150.00 50.00 $150.00 $15.00 $150.00 $0.00 $150.00 Grass-Hydromulch Seeding - Install 260 0.00 260.00 S.Y. $3.00 $780.00 $0.00 $780.00 $5.00 $1,300.00 $0.00 $1,300.00 $3.00 $780.00 $0.00 $780.00 Top Soil -Install 10 0.00 10.00 C.Y. $40.00 $400.00 $0.00 $400.00 $15.00 $150.00 $0.00 3150.00 $50.00 $500.00 $0.00 $500.00 920 3,770 2,280 80.43 120 1 Pavement - Install (additional HMAC Pavement Repair beyond trench 228.00 692.00 S.Y. width) 545.00 $41,400.00 $10,260.00 $31,140.00 $15.00 $13,800.00 $3,420.00 $10,380.00 $20.00 $18,400.00 $4,560.00 $13,840.00 Inspection -Post Construction Cleaning & TV - Study 1,804.00 1966.00 L.F. $1.75 $6,597.50 $3,157.00 $3,440.50 $3.00 $11,310.00 $5,412.00 $5,898.00 $2.00 $7,540.00 53,608.00 $3,932.00 Inspection-Preconstruction Cleaning & TV - Study 200.00 2080.00 L.F. $10.00 522,800.00 $2,000.00 $20,800.00 $5.00 $11,400.00 $1,000.00 $10,400.00 $3.00 $6,840.00 $600.00 $6,240.00 Manhole -Paint & Coating -Interior Protective Coaling - Install 0.00 80.43 V.F. $165.00 $13,270.95 $0.00 $13,270.95 $185.00 $14,879.55 $0.00 $14,879.55 $200.00 $16,086.00 $0.00 $16,086.00 Fill Material-Flowable Fill (Cement)- Install 36.00 84.00 C.Y. $95.00 $11,400.00 $3,420.00 $7,980.00 $85.00 $10,200.00 $3,060.00 $7,140.00 5140.00 $16,800.00 $5,040.00 $11,760.00 Signal -Traffic Control Plan- Design & Provide - Install 0.47 0.53 L.S. $26,000.00 $26,000.00 $12,133.33 $13,866.67 $15,000.00 $15,000.00 $7,000.00 $8,000.00 $12,000.00 $12,000.00 $5,600.00 $6,400.00 Improvements Total: 5843,348.45 $329,717.08 $513,631.37 5845,889.55 $312,136.00 $533,753.55 $927,756.00 5359,475.00 5568,281.00 Page 2 of 2