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Home My WebLink About025384 - Construction-Related - Contract - Whizcon Utilities, Inc.!�� 1'��4�� ' ��, �.C3.E. �f��: ' 1 , pROJECT NO. PS46-070460410280 � � � I ... � n�/ � � � � �' �.. � � � � � a � F� °�.�� +�=�. coNTx�.�TnocuMENTCiTY SECRETARY % � '� "�' G��'��s��`:a �5:��`��'�dt ��.,� .aJ�, FOR G.�NTRACT NO. ��a��}s � �� 390 DF►.A.Il�IAGE AREA c�,,��..� ��,��::,; � R S.YSTENI �H-.�'.BILITATION SANI'TAR'�' SE�'VE S � •y.-Y;Q_�� U�,�t 2- DOE No• 2549 _. I _ � ' ��/�" � . ,. �:. �1.. � _".. � .. . ''.:. , - SPECIFICATION� & �D �pROVE,IVIENT (GRO �[TP 6, CONTRACT 1)� PART 18 Units 1, Z and 3 KENI�IETH BAItR NIA.YOR � T� CITY OF FORT WORTH, TE�S 1999 BOB TERRELL CITY MANAGER �Gp �I,A1�iGA, P.E. DI1tECTOR OF 'IRANSpORTA'��N AND PUBLIC WORKS DEPARTNIENT LEE C. BRADLEY, JR" P E. pgZECTOR OF WATER DEPAR'�MENT A, DOUGLAS RADEM�R' P'E. DgLECTOR OF ENGINEER�G DEPARTN�NT Prepared by: TranSystems Corporation Consultants 504 West Seventh St., Suite 600 Fort WQrt�� Te�as 7b102 0 ,��,-.��see� � ��rF � � h��'tM,,.......,ti-�-,� 1Z � �' � '•,s#�, r ; ►�� ,�... ..................... � ... � 14�EFN C..I�ASiER.AN„ � -� ti.. � 6Q170 �al �w a) �.c�_•:��lSZ�� f 4e� , �.., ��C��I�� °r�C�� Q�� o ��,��, ��o � �/rz/95 � � n ✓ � � ��. � � a � � � � a � CITY OF FORT WORTH DEPARTMENT OF ENGINEERING ADDENDiTM NO.1 TO THE PLANS, SPECIFICATIONS AND CONTRACT DOCUMENTS FOR Main 390 Drainage Area Sanitary Sewer System Rehabilitation and Improvements (Group 6, Contract 1), Part 18 Unit 1- D.O.E. NO. 2452, Unit 2- D.O.E. NO. 2549, Unit 3- D.O.E. NO. 2550 BID RECEIPT DATE: August 12,1999 ISSUED: July 27,1999 Prospective bidders are hereby notified of the following: 1. Part B- PROPOSAL - Unit 1, Sheet B1-5; Pay Item No. 20 has changed from 147 EA to 149 EA 4-inch Sanitary Sewer Service Tap for PVC. Insert attached sheet B1- 5 Revised 7/22/1999. 2. Part B- PROPOSAL - Unit 1, Sheet B1-6; Pay Item No. 22 has changed from 775 LF* to 1345 LF* 4-inch PVC Sanitary Sewer Services (Contractor must complete City Approved Product Form on Page B1-10). Pay Item No. 26 has changed from 4315 LF to 5715 LF Trench Safety. Insert attached sheet B1-6 Revised 7/22/1999: 3. Part B- PROPOSAL - Unit 1, Sheet B1-7; Pay Item No. 27 has changed from 631 LF to 692 LF Permanent Asphalt Pavement Repair per Figure 4. Pay Item No. 31 has changed from 2155 SY to 2401 SY 6-inch Topsoil. Insert attached sheet B1-7 Revised 7/22/1999. � 4. Part B- PROPOSAL - Unit 1, Sheet B1-8; Pay Item No. 32 has changed from 434 LF to 494 LF Sodding. Pay Item No. 33 has changed from 3662 LF to 4922 LF , Hydro-Mulch Seeding. Insert attached sheet B1-8 Revised 7/22/1999. u � � i!J L� LJ 5. Part B- PROPOSAL - Unit 1, Sheet Bl-9; Pay Item No. 37 has changed from 18 LF to 24 LF Concrete Curb and Gutter Replacement. Add Pay Item No. 39 55 LF 4- inch D.I.P. Sanitary Sewer Services. Add Pay Item No. 40 0.2 TON Cast Iron Fittings. Insert attached sheet B 1-9 Revised 7/22/1999. 6. Part B- PROPOSAL - Unit 2, Sheet B2-4; Pay Item No. 12 has changed from 445 LF* to 801 LF* 4-inch PVC Sanitary Sewer Services (Contractor must complete City Approved Product Form on Page B2-7). Pay Item No. 16 has changed from 2363 LF to 3402 LF Trench Safety. Insert attached sheet B2-4 Revised 7/22/99. 7. Part B- PROPOSAL - Unit 2, Sheet B2-5; Pay Item No. 17 has changed from 1323 LF to 1638 LF Permanent Asphalt Repair per Figure 4. Pay Item No. 20 has changed from 1467 LF to 1819 LF Hydro-Mulch Seeding. Pay Item No. 21 has P:�202\9T97I06UDMWar118 Addrndum I.doc � �. . 4 1`I L�J I■I � changed from 512 SY to 974 SY 6-inch Topsoil. Insert attached sheet B2-5 Revised 7/22/99. . � 8. Part B- PROPOSAL - Unit 2, Sheet B2-6; Pay Item No. 22 has changed from 40 LF to 52 LF Concrete Curb and Gutter Replacement. Add Pay Item No. 25 388 LF Sodding. Insert attached sheet B2-6 Revised 7/22/99. 9. Part B- PROPOSAL - Unit 3, Sheet B3-4; Pay Item No. 15 has changed from 1000 � LF* to 1824 LF* 4-inch PVC Sewer Line (Contractor must complete City Approved , Product Form on Page B3-9). Insert attached sheet B3-4 Revised 7/22/99. � 10. Part B- PROPOSAL - Unit 3, Sheet B3-5; Pay Item No. 16 has changed from 392 LF to 32 LF 4-inch DIP Sewer Line. Pay Item No. 19 has changed from 4184 LF to 5516 LF Trench Safety. Pay Item No. 20 has changed from 829 LF to 1015 LF � Permanent Asphalt Pavement Repair per Figure 4. Insert attached sheet B3�-5 Revised 7/22/99. � 11. Part B- PROPOSAL - Unit 3, Sheet B3-6; Pay Item No. 23 has changed from 3656 LF to 5244 LF Hydro-Mulch Seeding. Pay Item No. 25 has changed from 0.6 TON to 0.1 TON Cast Iron Fittings. Insert attached sheet B3-6 Revised 7/22/99. � � 12. Part B- PROPOSAL - Unit 3, Sheet B3-7. Pay Item No. 27 has changed from 161 LF to 197 LF Concrete Curb and Gutter Replacement. Pay Item No. 29 has changed from 4 SY to 19 SY Concrete Sidewalk Removal and Replacement. Insert attached sheet B3-7 Revised 7/22/99. 13. Part B— PROPOSAL — Unit 3, Sheet B3-8; Pay Item No. 33 has changed from 2029 � SY to 2409 SY 6-inch Topsoil. Add Pay Item No. 34 180 LF Sodding. Add Pay Item No. 35 5 SY Concrete Driveway Repairs. Insert attached sheet B3-8 Revised 7/22/99. �� !J � I�l � �J � u 14. All other provisions of the plans, specifications and contract documents for the project which are not expressly amended herein shall remain in full force and effect. Please staple each attached revised proposal sheet to its corresponding old p�oposal sheet in the specifications and contract documents. Failure to return a signed copy of the addendum with the proposal shall be grounds for rendering the bid non-responsive. A signed copy of this addendum shall be placed into the proposal at the time of bid submittal. RECEIPT ACKNOWLEDGED: A. Douglas Rademaker, P.E., Director . By.��.�oQ .1i �.c�n.�Z� By: �� y S o � �i ��( Rick Trice, P.E., Manager Consultant Services A�30A97197106�ADAMuI 18 Addmdivn l.doc O � SPECIFICATIONS � & CONTRA.CT DOCUMENTS , � FOR � MA,Ilv 390 DR.AINAGE AREA � SANITAR.Y SEWER SYSTEM REHABILITATION l`l 1�' !�! ,�l PROJECT NO. PS46-070460410280 Unit 1- DOE No. 2452 Unit 2- DOE No. 2549 . Unit 3- DOE No. 2550 � . . IN . � THE CITY OF FORT WORTH, TEXAS � . � 1999 � KENNETH BARR MAYOR � �J � l�J � � AND IMPROVEMENTS (GROUP 6, CONTRACT 1), PART 18 Units 1, Z and 3 BOB TERRELL CITY MANAGER HUGO MALANGA, P.E. DIRECTOR OF TRANSPORTATION AND PUBLIC WORKS DEPARTMENT LEE C. BRADLEY, JR., P.E. DiRECTOR OF WATER DEPAR�MENT A. DOUGLAS RADENIAKER, P.E. DIltECTOR OF ENGINEERING DEPARTMENT Prepared by: TranSystems Corporation Consultants 500 West Seventh St., Suite 600 Fort Worth, Texas 76102 .��.v.�1oe '�`'t� � F r� � 1 � ,��.��,......... -�' � � � ��r ~•; t`S,* 4i .� �� Tf { .rS..N�iNNN�u��.wwri .• � 30SE��1 C. MASTERSQN �+M��fi�M��•' �� r� � ti 64170 Q,� w dl�°.� �.�'Gr��tit��'�:� � �� /,z/95 � � � [�l � � � � � � � � � � � � � � � TABLE OF CONTENTS Part A- Notice to Bidders Special Tnstructions to Bidders (Water Departrnent) City of Fort Worth Minority/Women Business Enterprise Policy Part B- Unit 1 Proposal City of Fort Worth Minority/Women Business Enterprise Policy Part B- Unit 2 Proposal City of Fort Worth Minority/Women Business Enterprise Policy Part B- Unit 3 Proposal Part C - General Conditions Part D - Special Conditions Part DA - Additional Special Conditions Certificate of Insurance Part F- Bonds (City of Fort Worth) 0 Performance Bond 0 Payment Bond 0 Maintenance Bond Part G- Contract (City of Fort Worth) Appendix A- State Revolving Fund Requirements Appendix B - Easement Appendix C IlFttivorthlprojects11 0119 719 71 0 61ADNILSPECISubbasin 8197106-187C.dvc TC-1 a a 0 a a a D a Q Q D Q n � � � � Q Q � Part A- Notice to Bidders O � � ��f � u a PART A- NOTICE TO BIDDERS Sealed proposals for the following For: Main 390 Drainage Area Sanitary Sewer System Rehabilitation and Improvements (Group 6, Contract 1), Part 18 Sewer Project No. PS46-070460410280 Unit 1(DOE No. 2452) L-6632, L-7264, L-1258, M-177, L-895, L-7265, L-1036, L-1�52, L-1000, L-896 23 EA Manholes 2 EA 4 foot diameter drop manholes 165 LF 8-inch sewer by pipe enlargement 446 LF 6-inch to 8-inch sewer by pipe enlargement 3921 LF 8-inch sewer by open cut • 367 LF 10-inch sewer by open cut . ('� Unit 2(DOE No. 2549) L-857, L-1502, L-5168, L-1593, LP-1036 �,.� 14 EA Manholes 2787 LF S-inch sewer by open cut a 80 LF 8-inch D.I.P. by open cut 60 LF 8-inch D.I.P. by other than open cut I�� LaJ � � � � � Unit 3(DOE No. 2550) L-7593, L-1125, L-1843, L-1149 13 EA Manholes 778 LF 6-inch to 8-inch sewer by pipe enlargement 4306 LF S-inch sewer by open cut 211 LF 8-inch D.i.P. by open cut 56 LF 8-inch�D.I.P. by other than open cut Addressed to Mr. Bob Terrell, City Manager for the City of Fort Worth, Texas, will be received at the Purchasing Office until 1:30 PM. Thursday. Au�ust 12 , 1999 and then publicly opened and read aloud at 2:00 p.m. in the Council Chambers. Plans for this project may be obtained at the office of the Department of Engineering, Municipal Office Building, 1000 Throckmorton Street, Fort Worth, Texas. One set of plans and documents will be provided for a deposit of fifly dollars ($50.00). A pre-bid conference will not be held. Bidders shall not separate, detach or remove any portion, segment or sheets from the contract document at any time. Bidders must submit the complete specifications book or risk rejection of bid. � The improvements included in this project must be performed by a contractor who is pre-qualified Q by the Water Department at the time of bid opening. The procedures for pre-qualification are outlined in the "Special Instructions to Bidders (Water Depart�nent)". L�J � C:IWINDOWSITEMP19 71 0 6-1 8NB.doc NB-1 i� � � � � � � � � � u � � � � � D Q � PART A- NOTICE TO BIDDERS ' For additional information concerning this project, please contact Mike Domenech, P.E., Project Manager, at 332-5474 ext. 39 or Joseph C. Masterson, P.E. at 339-8950. Advertising Dates: Julv 15, 1999 Julv 22, 1999 Fort Worth; Texas C:IWINDOWSITEMP197iO6-18N8. doc N B-2 � I� � � �� C�� ,l 'J � u � C C, � � L+�J L�I Lil PART A- COMPREHENSIVE NOTICE TO BIDDERS ' Sealed proposals for the following: For: Main 390 Drainage Area Sanitary Sewer System Rehabiiitation and Improvements (Group 6, Contract 1), Part 18 Sewer Project No. PS46-070460410280 Addressed to Mr. Bob Terrell, City Manager of the City of Fort Worth, Texas, will be received at the Purchasing Office until 1:30 P.M., Thursday. Au�ust 12, 1999, and then publicly opened and read aloud at 2:00 P.M. in the Council Chambers. Plans for this project may be obtained at the office of the Department of Engineering, Municipal Office Building, 1000 Throckmorton Street, Fort Worth, Texas. One set of plans and documents will be provided for a deposit of $50.00. � All bidders will be required to comply with Provisions 5159a of "Vernon's Annotated Civil Statutes" of the State of Texas with respect to the payment of prevailing wage rates and City Ordinance No. 7278, as amended by City Ordinance No. 7400, Fort Worth City Code Sections 13-A-21 through 13-A-. 29), prohibiting discrimination in employment practices. A pre-bid conference will not be held. The major work on the above project shall consist of the following: Unit 1(DOE No. 2452) L-6632, L-7264, L-1258, M-177, L-895, L-7265, L-1036, L-1752, L-1000, L-896 23 EA Manholes 2 EA 4 foot diameter drop manholes 165 LF 8-inch sewer by pipe enlargement 446 LF 6-inch to 8-inch sewer by pipe enlargement 3921 LF 8-inch sewer by open cut 367 LF 10-inch sewer by open cut Unit 2(DOE No. 2549) L-857, L-1502, L-5168, L-1593, LP-1036 14 EA Manholes 2787 LF S-inch sewer by open cut 80 LF 8-inch D.I.P. by open cut 60 LF 8-inch D.I.P. by other than open cut Unit 3(DOE No. 2550) L-7593, L-1125, L-1843, L-1149 13 EA Manholes 778 LF 6-inch to 8-inch sewer by pipe enlargement 4306 LF 8-inch sewer by open cut 211 LF 8-inch D.I.P. by open cut 56 LF 8-inch D.I.P. by other than open cut designated as Sewer Rehabilitation Project No. PS46-070460410280 located in the City of Fort Worth, Texas. C:IWlNDOINSITEMP197J06-f 2.doc N B-1 � � fJ � l�l ;+�J �� I� L+�J u L�l � � CJ � u C�J u u PART A- COMPREHENSTVE NOTICE TO BIDDERS Included in the above will be all other miscellaneous items of construction as outlined in the Plans and Specifications. T'he improvements included in this project must be performed by a contractor who is pre-qualified by the Water Department at the time of bid opening. The procedures for pre-qualification are outlined in the "Special Instructions to Bidders (Water Department)". The City reserves the right to reject any and/or all bids and waive any and/or all formalities. AWARD OF CONTRACT: No bid may be withdrawn until the expiration of sixty (60) days from the date the MBE/WBE UTILIZATION FORM, PRIME CONTRACTOR WAIVER FORM and/or the GOOD FAITH EFFORT FORM ("Documentation") as appropriate is received by the City. The award of contract, if made, will be within sixty (60) days after this documentation is received, 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 PROPOSAL form. 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 the Deparhnent of Engineering at (817) 871-7910. This document is designed as three (3) separate contract documents and shall not be construed as being a single contract. The Proposal Sections are provided as three (3) individual M/WBE specifications ,and are arranged in units to allow respective bidders to submit bids on one unit, some of the units, or all the units. Award of contract, if made, shall be �to the responsive low bidder for each individual unit. If a contractor is the responsive low bidder on two units or more then such units will be combined into a combined project with one single contract award. Construction time on all units will run concurrently. For the situations involving approved contracts with multiple units, the construction completion time for all the units shall be the same as the unit with the longest construction period within such contracts. Any contract or contracts awarded under this Notice to Bidders are expected to be funded in part by a loan from the Texas Water Development Board. Neither the State of Texas nor any of its departments, agencies, or employees are or will be a party to this Notice to Bidders or any resulting contract. The contract(s) is subject to regulations contained in 31 TAC Chapter 363 in effect on the date this contract is executed. � Bidders staall not separate, detach or remove any portion, segment or sheets from the contract document at any time. Bidders shall submit complete specifications book or risk rejection of bid. In accord with the City of Fort Worth Ordinance, No. 11923, as amended by Ordinance 13471, the City of Fort Worth has goals for the participation of Disadvantaged Enterprise 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, PRIME CONTRACTOR WAIVEit FORM and/or the GOOD FAITH EFFORT FORM ("Documentation") as appropriate. The documentation must be received by the contracting department no later than 5:00 PM, five (5) City business days after the bid opening date. The bidder shall obtain a receipt from the C:IWINDOWSITEMP197i 06-12. doc N B-2 � a � a D � 0 � � � a � � � a a 0 a a PA.RT A- COMPREHENSIVE NOTICE TO BIDDERS ' appropriate empioyee of the contracting department to whom the deiivery was made. Such receipt shall be evidence that Documentation was received by the City. � The Managing Department for this project is the Department of Engineering. For additional information concerning this project, please contact Mr. Mike Domenech, P.E., Project Manager, at (817) 332-5474 ext. 39 or Joseph C. Masterson at (817)339-8950. Bob Terrell City Manager Gloria Pearson City Secretary A. Douglas Rademaker, P.E., Director Department of Engineering _-. t r By: �o�y sho(o � , � �' Rick Trice, P.E. Manager, Consultant Services Advertising Dates: Julv 15, 1999 Julv 22, 1999 Fort Worth, Texas 0 C: IWlNDO LVSITEMP197106-12. doc NB-3 � a a a a � a 0 0 � a� D 0 � � Q a � � a Special Instructions to Bidders � (Water Department) i� �� SPECIAL INSTRUCTION TO BIDDERS �J � � LJ ��J LsJ l■J �'iJ � (WATER DEPARTMENT) 1. PREOUALIFICATION REOUIREMENT: All contractors submitting bids are required to be prequalified by the Fort Worth Water Department prior to submitting bids. This Prequaliiication 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 statemerit� required shall have been prepared by an independent certiiied 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 of 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 proj ect 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 rej ected as such. L�J a LJ l�J u � (e) �� The City, in its sole discretion, may reject any bid for failure to demonstrate experience and/or expertise. Any proposals submitted by a non-prequalified bidder shall be returned unopened, and if inadvertently opened, shall not be considered. (g) 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. -1- D � � � � � Q � � � � 2. BID-SECURITY: A cashier's check or acceptable bidder's bond payable to the City of Fort Worth in an amount of not less than five percent (5 %) 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 (10) days after the contract has been awarded. To be an acceptable surety on the bond, (1) the name of the surety shall be included on the current U.S. Treasury, or (2) the surety must have capital and surplus equal to ten times the limit of the bond. The surety must be licensed �to do business in the State of Texas. The amount of the bond shall not exceed the amount shown on the Treasury list or one-tenth (1/10) the total capital and surplus. 3 4. 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. WAGE RATES: Not less than the prevailing wage rates established by the City. of Fort Worth, Texas and as set forth in the contract documents must be paid on this project. 5. AMBIGUITY: In the case of ambiguity or lack of clearness in stating prices in the Proposal the City reserves the right to adopt the most advantageous construction thereof to the City or to reject the Proposal. 6. BIDDER LICENSE: Bidder must be a licensed Contractor in the State of Texas. 7. � NONRESIDENT BIDDERS: Pursuant to Article 601g, Texas Revised Civil Statutes, the City of Fort Worth will not award this contract to a nonresident bidder unless the nonresident's bid is lower than the lowest bid submitted by a responsible Texas resident bidder by the same amount that a Texas resident bidder would be required to underbid a nonresident bidder to obtain a comparable contract in the State in which the nonresident's principal place of business is located. a 'Nonresident bidder' means a bidder whose principal place of business is not in the State of Texas, but excludes a contractor whose ultimate parent company or majority owner has its principal place of business in the State of Texas. u � ag � L�I This provision does not apply if this contract involves Federal funds. The appropriate blanks of the Proposal must be filled out by all nonresident bidders in order for the bid to meet specifications. The failure of a nonresident contractor to do so will automatically disqualify that bidder. PAYMENT: If the contract amount is $25,000 or less, the contract amount shall be paid within forty-five (45) calendar days after completion and acceptance by the City. 9. AGE: In accordance with the policy ("Policy") of the Executive Branch of the Federal Government, Contractor covenants that neither it, nor any of its officers, members, agents, employees, program participants or subcontractors while engaged in performing -a- � L�J � [�J lal � L.�J LJ � � u � LiJ � L! i C L1 this contract, shall, in connection with the employment, advancement or discharge of employees in connection with the terms, conditions or privileges of their employment, discriminate against persons because of their age except on the basis 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 subcontractors and/or its subcontractors' alleged .failure to comply with the above referenced Policy concerning age discrimination in the performance of this agreement: 10. DISABILTTY: 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 the ADFA'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 Policy concerning age discrimination in the performance of this agreement. 11. MINORITY AND WOMEN BUSINESS ENTERPRISES: In accordance with the City of Fort Worth Ordinance No. 11923 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. For a bid to be considered responsive the bidder shall submit the MBE/WBE UTILIZATION FORM, PRIME CONTRACTOR WAIVER FROM and/or the GOOD FAITH EFFORT FORM ("Documentation") as appropriate. The documentation must be received no later than 5:00 PM, 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 nonresponsive. � Upon request, Contractor agrees to provide the Owner complete and accurate information regarding actual work performed by a Minority Business Enterprise (MBE and/or, a 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 L�J -3- � � � � � � � � � � � � � � � 1 � � L�l , - 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 andlor initiating action under appropriate federal state or local laws or ordinances relating to false statements. Further, any such misrepresentation (other than a negligent andlor 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. Revised 9/24/97 —4— �' � � � Q 0 � � d � a � � �. Q � � a a r _. _, _ . - -..,__....„ .,. _,.... � P i?Ei�T o� �P��(NEERIN�/C Ft�,l '�9 AUG 19 R(� 10 2`f City of Fort Worth Minority/Woinen Business Enterprise Policy , � � . (U�it 2) . a1 Mains 390 Drainage Area Sanitary Sewer System � Rehabilitatibn and Impro�ements p��T 0 F �� (Group 6, Contract 1), Part 18, �}�'� � E R I N G/ C F' � R( • � ATTACHMENT 1A .r; ►'� '99 �UG 19 A�1 1� 2`f Page1 of2 c�t� of Fo�t wortn �� Minority and Women usiness Enterprise Specifications ry, _; MBEIWBE UTILIZATION ��;, P�.' I�c/H�ZGo�/ UT]L�TiES� /�,1C. E COMPANY NAME 1" 390 Sewer Rehab. Imp. (Group 6. Contract 11. Part 18 , Unit 2 ROJECT NAME �� ; r� 'S hU1VBE PROJEGT GOAL: 15% I �'� + ',�i:;, oo,,p:m. � _ ,., . ile, conditioned ,upon ,ezecution of �a con. resentation;�of facts is�grouncfs.for.consid� . . . .. ,: .:: . .. : . ... .. . sponsrve to specifications: �� ,. , � . , mpany Name, Contact Name," •;` Certified ,ddress, and Telephone No. ' . � .. . • ' • . � . ' � .. , N , TXDOT.. . . ` C ' iHwYr. . . . , . T Div ) :,; R - . � ... .. 'i, , ' • . . 'C ' .. .. , . • . , . . • A ' i�CL Co�,I7�4tTl3or✓v�i/GAGc�!lv d2o6 F�M ST Su�rc' /nS � EW�s ✓iccr', TX 75o S� �/ o<t 9��-��i- �'S�� a-x 9�.z-aai-93� fJ�sPAv� �lG cv, � �� . A�-M sv�r� E �/ �92c�,�� rnn/, � �Goio ��.-s�� ab-��s3 � ��x- ��- �s�=- g�� An10.4 7�/1c/Gki�✓G Ca. �K/ � MAQClE ST �/ � GohT wo2rk. �X ?6/J� `'��G 8i�- 909- lR6 � i ��oC 8�7 -fo�b- 335R 0 8-�� - �5 BID DATE PS46-070460410280 PROJECT NUMBER I bI/1VBE PERCENTACE ACHIEVED: �� an�d, received by rthe Man� e of bid opening date, w� � �Ifn� � � � �� , ��t F t � �1 l�� '� ��N� T ... . �t .. u� . � . .� �. i � y..�l ..:i.!{r0...e.r� .�..u.• ._.. .. . � c vuy.,v� �.av�� rrv�u� , ��c u��c �.qualification and w�ll result in :tl . . �� . � � � .. . ., ..�. �� . Specify All Contracting ', Specify All Items to� Specify Scope of Work (') ' ,. be Supplied("). ,.' �:; �' Tier(••) . .. . . ` ,. ,, �� ' . r , ;. :., _ . . ` . (:' 1 I . ' ,.. . ..,, L � i:.',• �,�Fo,�MA�/G� A�✓U �/Zro/L^/lAi✓G� � P�YMrA.� T/�ND S A�./D P�4YI�1E�/T /�ND.S t ��A✓��✓� �rP�r�tit i�✓.,�G ,�Pa��s /,lA UL D�'N �5�.� NAV� OFF F�SA.�/J 2 1 ... .. .: . : " ng, pepartment . esult in the bid �.y . �� a_ 1 1. Ai.. i' `.' .'... _ . �.. ' rk tisted in th�s ' indio`r`:�lcnowin'g : ing � corisidered ' � �� Dollar Amount �" �� oG 7, o0 �` �O� 9So,do � 9, ��. o0 ..., . _.. ...... . . ... Es must be located in,the�9 (nine)'county .marketplace or cuC[ently doing business=ln the marketplace at tti;e time ot,b�d. '.; ;�•. �'. , , . ... .. ,.., . ... ,. .: Y , . . . . . fy all areas'tn whlch MWBE's are io be utilized andlor,items�to�be supplied: �;-. _,. _, ,_ _ .; �plete list3n,'q of,ite'ms to be�s`upplieii is:required in order, to'recelve credit`.toward the,:MIWBE goal '� �` • � �• _ . .. . _ _ . , . . � �., , .. � . ,. , y each Tier le'vel: "' .,-. ,.':' :' �'.� �'�. .. '•Tier Mean§ `the level., of subcontracting below:the prime `contracto�Jcq�sultant,'i; e.; a di�ect a ment .r, : - :..- . .. . P ..:... . '� - . ••' from the prime contracto� fo a s'ubcontractor�,is considered irt.t�er, a payment,by a s*ubcontractor to ,. ' _ � - � Its!sup�ilier is considered 2nd tier. ':;::'�. , . . . . ..� . ,. . ... . .. . ' � � FORM MUST BE RECEIVED BY THE MANAGING DEPARTMENT BY 5:00 p.m., FiVE (5) CITY BUSiNESS DAYS AFTER BID OPENING, EXCLUSIVE OF THE BID OPENING DATE Rev. 6i2/98 w_�__ �_�� w_� wu__��...a A A ..��ef 4.w .wwwived F��i �F�s IUsn�nniww rlww�r4mew� L�J Mains 390 Drainage Area Sanitary Sewer System �Rehabilitation and Improvements . . (Group 6, Contract 1), Part 18, Unit 2 :'� City of Fort Worth Minoriiy and Women Business Enterprise Specifications MBE/1fVBE UTILIZATION �rCer ciEf� � li� � I, �:�.+ a .s � /.' ATfACHMENT 1A� Page 2 of2� ' Specify i , , `�` +7ier� �,)� �" �i ry j�l � �'� � 4: � . . ..7�� . ��ivHy i„ anlAic:':u^ ;i�h+aeg" � yr i Mxs� 1:� . a r 4�h� .tk.�l ��ti �� ' i ��ty�. � a. p! � y�;. NI. �I. �i2:L:=;�aj6'�y .::.,;. � �� r � } . ' � i +��!=�l'�+i�iFr+''sEi;�i!�t. �.� : :;�:.:i;:;k��{;:;?'i�.;r';r��:.: ?. � .'F'.w '' , i �a �,� � ,V � � � , '` y ' • :Y ' � � � �'1� . �ii . a M•;• � f� bidder further agrees to provide, directly to the City upon request, com�lete and accurate iniormation regardinc �ctuat work performed by all subcontractors, including MBE(s) andlor WBE(s) arrangements submitted with this bid: �` bidder also agrees to allow an audit and/or examination of any books, records and files held by their company tha` ''` substantiate the actual work performed by the MBE(s) and/or WBE(s) on this contract, by an authorized officer o: ; loyee of the City. Any intentional and/or knowing misrepresentation of facts will be grounds for terminating thf ;o'ntract or debarment from City work for a period of not less than three (3) years and for initiating action under Federal � e or Locai laws concerning false statements. Any faiture to.comply with this ordinance and creates a materia ��ch' of cor�tract may result in a determination of an irresponsible offeror and barred from participating in City worE or,a period of time not less than one (1) year. � �r� ALL M and WBEs MUST BE CERTIFIED BY THE CiTY BEFORE CONTRACT AWARD �- �� .�1 �v��ic T; P��a�✓C �� , �,. �orized Signature Printed Signature �i,1i�� /r ,�t� r� r��, r y s�Pc,� �� , t , TiUe Contact Name and Titie (if differen ) �° 8i7- 57�- 33 0 �, �WN/ZC��(; /JT/L/ilL.�S , ,! h/G - pany Name � Telephone Number (s) �.., 8i7- s�a - 33S 3 � �„.:. So'� a� � /►lloSs o,�.,/ ,�oA�) � A{�ress Fax Number � '�,,., Fo /LT l�ia2 � t! f T X %G �/ `�i �UGU.s ,T / �, . / y S� �i lState/Zip Code Date �� HiS FORM MUST BE RECEIVED BY THE MANAGING DEPARTMENT BY 5:00 p.m., FlVE (5) CITY BUSINESS DAYS AFTER BiD �� OPENING, EXCLUSIVE OF 7HE BID OPENlNG DATE �I R•v, 6/Z/: >�;,. Paao� 1 and 4 ef �tt�e}+�r+�nt �0 tnu�! hr r�w�Sv�rl I�v fl+� wA�w�wl�w l��..�.�...�..a �; � C � .� k� �� , ; Mains 390 Drainage Area Sanitary Sewer System � Rehabilitation and Improvements (Group 6, Contract 1), Part 18, Unit 2 ATTACHMENT16 ° Page 1 of 1 city of Fort wortn Minority and Women Business Enterprise Specifications � Prime Contractor Waiver . Main 390 Sewer Rehabilitation Gr�yi2co,� vr��: ��s. �,� � Imp. (Group 6. Contract 1), Part 18. Unit 2 Prime Company Name � Project Name �'-Ia-9y Bid Opening Date PS46-070460410280 Project Number ;U Will you perform this entire contract without subcontractors? Yes ,�,No ' If yes, please provide a detailed explanation that proves based on the size and scope of �� this project, this is your normai business practice and provide an operaiional proftle of �!� your business. . ' � Wili you perform this entire contract without suppliers? Yes 9C No • If yes, please provide a detailed explanation that proves based on the size and scope of �'� this project, this is your norma! business practice and�provide an inventory profile of , �� your business. .;� The bidder further agrees to provide, directly to the City upon request, complete and accurate � information regarding actual work performed by ali subcontractors, including MBE(s) and/or '' WBE(s) on this contract, the payment therefore and any proposed changes to the original MBE(s) ,n andlor WBE (s) arrangements submitted with this bid. The bidder also agrees to aflow an audit �-.� andlor examination of any books, records and files held by their company that will substantiate �� the actual work performed by the MBE(s) and/or WBE(s) on this contract, by an authorized officer or employee of the City. Any intentional andlor knowing misrepresentation of facts will be grounds ;�;O , for terminating the contract or debarment from City work for a period of not tess 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 creates a material breach of contract may resuft 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. .� �� ,� ��.r.,-.� Authorized Signature ' ;.� vT��ry svP��✓�,✓�J�r `� Title �; '� GU�{iZco�/ rJT� �� riE.S � i�✓G. Company Name ,�5� � S� I� Mo 5 s��/ �. � Add�s �"nnr wo1ZrH, Tv�- ab/�5 �-t,tf � �� y" Authorized 9�gnature � �/�/L'. 7 ; ��'2nlc.�LC. Printed Signature Contact Name (if different) g��-s�a-33o� Contact Telephone Number (s) Si7- S�a— 33s'3 Fax Number Gt/H� 2 �o�./ v Ti L, r� �s , ii-/ �. Company Name ` � If both answers to this form are YES, do not complete ATTACHMENT 1C(Good Faith Effort Form). All questions on this form must be completed and a detailed explanation provided, if applicable. If the answer to either question is NO, then you must complete ATTACHMENT 1C. This form is only applicabie if both answers are yes. � [1j L:J � � � � � �� Q � � a� 0 � a a � Part B - Proposal Unit 2 0 ., � � � � � � � � � � Q � � a a a � � IJ PART B- PROPOSAL - Unit 2 . TO: BOB TERRELL FROM: (Bidder's Name) Gt/�i2Cd,✓dTiu%r�3',i�c CITY MANAGER 5��f l3 n�osSo�/ 2� FORT WORTH, TEXAS Go�T' �bir�-�, T�S �G/�� (Address) For: Main 390 Drainage Area Sanitary Sewer System Rehabilitation and Improvements (Group 6, Contract 1), Part 18 Sewer Project No. PS46-070460410280, DOE No. 2549 Pursuant to the foregoing "Notice to Bidders," the undersigned has thoroughly 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 the work as provided in the Plans and Specifications, and subject to the inspection�and approval of the Director, Department of Engineering of the City of Fort Worth. Upon acceptance of this proposal, the bidder is bound to execute a contract and furnish Performance and Payment Bond approved � by the City of Fort Worth for performing and completing the said work within the time stated and for the following sums to-wit: . MAIN 390 (GROUP 6, CONTRACT 1), PART 18, Unit 2 pay �pec Approximate Item Item Quantity bescription of Bi� Ytem Pnces � Written in �Vords Unit Price Total Price $ /g OGY�. Da , 1. 60 LF 8-inch D.I.P. by Other than Open Cut, All $ 3G�oo Depths �Z�r�it�C ��,� Douars Rc �� Cents per LF 2. 2787 LF* 8-inch PVC Pipe by Open Cut; All Depths $ �3, Ov $//9�y�/,G� ��`�' ��'�`e 0 �n� & �YLU Cenu per LF * Contractor must complete City Approved Product Form on Page B2-7 IIFITi'OR7FMROJEC7S120219'19'1061ADMLSPECISubbasin B19"l06-13pr?.doc BZ-1 � � � � � � � � � � � � � � ' � � � 1 MAIN 390 (GROUP 6, CONTRACT 1), PART 18, Unit 2 . Pay Spec Approximate bescripNon of`�ic1 �tem �nces Unit Item Item Quantity Nritten in Words Price 3. 80 LF 8-inch DIP Pipe by Open Cut � $ �a?. o,� _�� a Q 5. 15 14 Dollars & ��'Lt9 Cents per LF LF* 6-inch PVC Sanitary Sewer by Open Cut; All Depths �ez l� � Total Price $ �'�l(O.Oo $ rYS, 00 $ /, o�7,s:oo Douars & . %'LO Cents per LF EA Construct Standard 4' Diameter Manhole, $ /, �b0, o,� $�?S, �oD. vd 0-6' � , , d�t ,e.� � �� n�n� & 'y� Cents per EA 6. 14 EA Watertight Manhole Insert � � �u� & Cents per EA * Contractor must complete City Approved Product Form on Page B2-7 IIFIfVOR77i1PROJEC7312021919'106UDA�ILSPECISubbarni 819"106-18pr?.docB2-2 $ 7S" oo $ /, D.�o 00 � � ' � � � � � ' 1 � 1 ' � � � � I � MAIN 390 (GROUP 6, CONTRACT 1), PART 18, Unit 2 . Pay Spec Approximate Description of Bid Item prices Unit Total Item Item QuanNty �Vritten in �Vords Price Price 7. 14 EA Concrete Collar $ 3� oD $��.� .Z�� Dollars & �10 Cents per EA E:� � 1 �. 11 14 C 13 ::%� EA Vacuum Test Manhole $ /�S, � $/, 750. vo . 6�u. ��a�;�;,,�,�.rx.., � . . � G`�•�-+�-C �o�i� & � -��LD Cents per EA � VF Manhole Interior Protective Coating $ ,o?�D, oo $/, 3�0, o0 . ,�.r�v�-d �� Douars & �� Cents per VF VF Extra Depth for Standard 4' Diameter $ ��'O, oo $ 3� S'D, o0 Sanitary Sewer Manhole ' � �� %�T, . � Dou� & ��'�'o Cenu per VF EA 4-inch Sanitary Sewer Service Tap for PVC $ �.�D, Dv $ 39, �oo. � G� �� i �u� & ' �'Li Cenu per EA IIF7iVORTFMROJEC7Sl10?19-19-10641DA-11SPECLSubbarh�819'106-l3pr?.dvcB2 � � � � �� a � � � � a � a a a !.� a Pay Spec ltem " Item 12. 13. 14 15. .- ,.: 'ti: ' � �- , . � MAIN 390 (GIYOUP 6, CONTRACT 1), PART 18, Unit 2•, Approximate escription of liid ltem Yrices . . Unit Total � Quantity __ Written in Words � � Price Price 801 LF* 4-inch PVC Sanitary Sewer Services �$ o?/, do $/�o. �a/. �z .l�r�� OM_ � . � 380 .� 2907 Dovazs 8c � Cents per LF LF* 4-inch PVC Sanitary Sewer Service (Private Properry) ��ti� �u�� . �� & �'1� Cents per LF LF Pre-Construction Television Inspection . � �ouus & �jiLp Cents per LF LF Post-construction Television Inspection � o�u� & 'ZI.Q Cents per LF 16. 3402 LF Trench Safety �� & �.t/, Cents per LF ' / � * Contractor must complete City Approved Product Form on Page B2-7 ►IF7ii'OR7iMROJEC73120219i 19�1061r}DMISPECISubbasin B19i706-18pr2.doc BZ-4 Revised 7/22/99 $ o?'�!. G� $ //, Dm�O. u� � $ /�, 40 $ �DO. c� � �, o0 $ O. SO $ 58/ f�� $ / ?O/, DD � �� - � : � :. . • . � MA,IN 390 (G�20UP 6, CONTRACT 1), PART 18, Unit 2•, pay Spec Approximate Descript�on oCB� Item Prices , Umt Total � Item Item QuanHty _ ___ Written in Words • � Price __ Price - 17. 1638 LF Permanent Asphalt Repair per Figure 4 �$ _3�i�, o� $✓�`S, G�'a, � �: . � , . �r�� G� � nottars & a�f% Cents per LF 18. 80 LF Permanent Concrete Repair per Figure I $ GS, Uo �$ ,5; o?�J, c� � �� , � ' . � • i � o. . �� & � �, . ` -%L� Cents per LF � 1. 12 E e o 9 A R m ve Existing Manhole $ �D, oo $��DO, o0 � G� anou� & . _�B Cents per EA � 20. 1819 LF Hydro-Mulch Seeding $ 3, oo $ 5; y�$% p� � �� . � . . �ouazs & ��O Cents per LF � 21. 974 SY 6-inch Topsoil $ 3, vo $'o7,y�2, �, . �� . a � �,�� & � ��!/ Cents per SY . a � - � IIF7SVORTffIPROJEC73120119i 19%1061ADMISPECLSubbasin B19;106J8pr2.docB2-5 Revised 7/22/99 � � a D�. � 0 � � � 0 0 � � a � � � � � MAIN 390 (GROUP 6, CONTRACT 1), PART 18, Unit 2•, Pay $pec Approximate Description of Bf��tem Prices , i�nit Total Item Item Quantity Written in Words � � Price _ Price 22. 52 LF Concrete Curb and Gutter Replacement �$ 3O, u� $� S6o, op . ��.� . 23. 24. ��,� & ^� Cents per LF 75 LF Concrete Encasement ��n� .�-�1�- 1.5 $ ��! ov $ 3� 6G�.00 ✓ v � �u� & ~j'1�0 Cents per LF SY Concrete Sidewalk Removal and Repair $/5'D, o0 � xw�� . �, . �� & 7�D Cents per SY 25. 388 LF Sodding ��r�,:,c, ��aCl�. 0 Dollars & Cents per LF $ ��DD $ ,�00 $ �'I D, o Total Bid Unit 2$ .��7 7'�l� �n (Transfer Total to Page B-Summary) IIF7WORTfMROJECT3120119-19i1061ADMLSPECISubbarin BI9.'106-18pr2.docB2-6 Revised 7/22/99 a 1J n � � � � � � � � � 11 � � � a Q � CITY APPROVED PRODUCT'� �`CONTRACTOR SHALL SELECT TYPE OF PIPE TO BE USED: STANDARD SPEC NO. SIZE E1-31 4" thru 30" ✓ E 1-25 4" thru 15" � E1-27 4" thru 15" E 1-28 � 18" thru 27„ E 100-2 18" thru 48" Consult the "City of Fort Worth, Texas Standard Product List" to obtain the Generic/Trade Name and the Manufacturer for the pipes listed above. . Failure to provide the information required above may result in rejection on bid as non-responsive. Only products or methods listed above will be allowed for use in this project. Any substitution may result in rejection on bid as non-responsive. IIFI{YORTFIIPROJEC7SI10?19'19"l061rlD��1LSPECLSubbas8i Bl9'106-13pr?.docB2,-% !,I �J �� L�i I�I � I� Li � � l�l � L�J � � �'I� � � � PART B - PROPOSAL (Continued) Within ten (10) days after notification by the City, the undersigned will execute the formal contract and will deliver an approved Survey 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. The undersigned bidder certified that he has been fiirnished at least one set of the General Contract Documents and General Specifications for Water Departrnent Project dated January 1, 1978, and that he has read and thoroughly understands all the requirements and conditions of those General Documents and the specific Contract Documents and appurtenant plans. The undersigned assures 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 terms of City Ordinance No. 7278 as amended by City Ordinance No. 7400. The Bidder agrees to begin construction within 10 calendar days after issue of the work order, and to complete construction within one hundred (100) calendaz days as set forth in the written work order to b� fiunished by the Owner. � (Complete A or B below, as applicable): [] A. The principal place of business of our company is in the State of [] Nonresident bidders in the State of , our principal place of business, are required to be percent lower than resident bidders by state law. A copy of the statute is attached. [] Nonresident bidders in the State of required to underbid resident bidders. , our principal place of business, are not [J�B. The principal place of business of our company or our parent company or majority owner is in the State of Texas. IIf�7SYORTHIPRQ/EC7SI30219�19�1061ADA�1tSPECISubbasirt 819-106-I Spr?.doc B2- 8 Receipt is acknowledged of the following addenda: � � C � i 1 � 1 i 1 � Addendum No. 1 �-�-� ✓ Addendum No. 2 Addendum No. 3 (Seal) If Bidder Corporation Respectfully submitted, wlf�2con/ vr, �i.—•Es i�✓c Bj�• �G11110 11 Q. l/ TI7,.Z-�2M �n,. �- � Title: fn�e�..T.;� ��, �ne.�,..i,.,,`t Address: �.?� 5� C3 �Y7o110�/ �.9 �02✓ rao �,-tt, r-� 7�,. y IIFIiVOR7HlPROJEC7Sld0319'19-106LdD,l11SPECLSubbasin Bi9-J06-18pr2.docB2-9 � 1 � � � � � � � � � � � � � � � � r � SUMMA.RY OF BIDS TOTAL BID UNIT 1 TOTAL BID UNIT 2 TOTAL BID UNIT 3 $ /1l0 /gl /� $ 337. 7y�. o0 $ Lil'C! 7 �i S3, o0 TOTAL BID $ �3 � �.� /, oa � \�Ftworth\projects�202\97\97106�ADM�SPEG1SubbasinB�97106-1SSB.doc B- SUMMARY 0 W � , ' � 1� � .� ^ � � 1 1 r � � � Part C - General Conditions r� �.. � �,"' L � � � ' � 0 � � PART C - GENERAL CONDITIONS TABLE OF CONTENTS NOVEMBER, 1, 1987 TABLE OF CONTENTS C1-1 C1-1.1 C1-1.2 C1-1.3 C1-1.4 C1-1.5 C1-1.6 C1-1.7 C1-1.8 C1-1.9 C1-1.10 C1-1.11 C1-1.12 C1-1.13 C1-1.14 C1-1.15 C1-1.16 �1-1.17 C1-1.18 C1-1.19 C1-1.20 C1-1.21 C1-1.22 C1-1.23 C1-1.24 C1-1.25 C1-1.26 C1-1.27 C1-1.28 C1-1.29 C1-1.30 C1-1.31 C1-1.32 DEFINITIONS Definition of Terms Contract Documents Notice to Bidders Proposal Bidder General Conditions Special Conditions Specifications Bond Contract Plans City City Council Mayor City Manager City Attorney Director of Public Works Director, City Water Department Engineer Contractor Sureties The Work or Project Working Day Calendar Day Legal Holiday Abbreviations Change Order Paved Streets and Alleys Unpaved Streets and Alleys City Streets Roadway Gravel Street C1-1 C1-1 C1-1 C1-1 Cl-1 Cl-1 C1-1 C1-1 Cl-1 C1-1 C1-1 C1-1 Cl-1 C1-1 C1-1 C1-1 C1-1 C1-1 C1-1 Cl-1 C1-1 C1-1 C1-1 C1-1 Cl-1 C1-1 C1-1 Cl-1 C1-1 C1-1 C1-1 C1-1 (1) (1) (2) (2) (2) (2) (2) (2) (2) (3) (3) (3) (3) (3) (3) (3) (4) (4) (4) (4> (4) (4) (4) (4) (4) (5) (6) (6) (6) (6) t6> (6) C2-2 INTERPRETATION AND PREPARATION OF PROPOSAL C2-2.1 Proposal Form C2-2.2 Interpretation of Quantities C2-2.3 Examination of Contract Documents and Site C2-2.4 Submitting of Proposal C2-2.5 Rejection of Proposals C2-2.6 �id Security (1) C2-2 (1) C2-2 (1) C2-2 (2) C2-2 (3) C2-2 (3) C2-2 (3) � � C2-2.7 Delivery of Proposal C2-2.8 Withdrawing Proposals C2-2.9 Telegraphic Modification of Proposals C2-2.10 Public Opening of Proposal C2-2.11 Irregular Proposals C2-2.12 Disqualification of Bidders C3-3 AWARD AND EXECUTION OF DOCUMENTS C3-3.1 Consideration of Proposals C3-3.2 Minority Business Enterpise Women-Owned Business Enterprise C3-3.3 C3-3.4 C3-3.5 C3-3.6 C3-3.7 C3-3.8 C3-3.9 C3-3.10 C3-3.11 C3-3.12 C3-3.13 C3-3.14 C3-3.15 C4-4 C4-4.1 C4-4.2 C4-4.3 C4-4.4 C4-4.5 C4-4.6 C4-4.7 C5-5 C5-5.1 C5-5.2 C5-5.3 CS-5.4 C5-5.5 C5-5.6 C5-5.7 C5-5.8 C5-5.9 C5-5.10 CS-5.11 C5-5.12 C5-5.13 C5-5.14 C5-5.15 C5-5.16 C5-5.17 C5-5.18 compliance Equal Employment Provisions Withdrawal of Proposals Award of Contract Return of Proposal Securities Bonds Execution of Contract Failure to Execute Contract Beginning Work Insurance Contractor's Obligations Weekly Payroll Contractor's Contract Administration Venue SCOPE OF WORK Intent of Contract Documents Special Provisions Increased or Decreased Quantities Alteration of Contract Documents Extra Work Schedule of Operations Progress Schedules for Water and Sewer Plant Facilities CONTROL OF WORK AND MATERIALS Authority of Engineer Conformity with Plans Coordination of Contract Documents Cooperation of Contractor Emergency and/or Rectification Work Field Office Construction Stakes Authority and Duties of Inspectors Inspection Removal of Defective and Unauthorized Work Substitute Materials or Equipment Samples and Tests of Materials Storage of Materials Existing Structures and Utilities �nterruption of Service Mutual Responsibility of Contractors Cleanup Final Inspection C2-2 (4) � C2-2 (4) �2-2 (4) C2-2 (4) C2-2 (4) � C2-2 (5) C3-3 (1) � C3-3 C3-3 C3-3 C3-3 C3-3 C3-3 C3-3 C3-3 C3-3 C3-3 C3-3 C3-3 C3-3 C3-3 (1) (1) (2) (2) (2) (2) (4) (4) (4) (4) (7) (7) (7) (8) � C4-4 (1) C4-4 (1) C4-4 (1) C4-4 (2) C4-4 (2) C4-4 (3) C4-4 (4) C5-5 C5-5 CS-5 C5-5 C5-5 C5-5 C5-5 C5-5 CS-5 C5-5 CS-5 C5-5 C5-5 C5-5 C5-5 C5-5 C5-5 C5-5 (1) (1> (2) (2) (3) (3) (3) (4) (5) (5) (5) (6) (6) (7) (7) (8) (8) (9) � C_� , � � , r� � (2) , 1rr � �'° L. r � � f' � i�... , i s; C6-6 C6-6.1 C6-6.2 C6-6.3 C6-6.4 C6-6.5 C6-6.6 C6-6.7 C6-6.8 C6-6.9 C6-6.10 C6-6.11 C6-6.12 C6-6.13 C6-6.14 C6-6.15 C6-6.16 C6-6.17 C6-6.18 C6-6.19 C6-6.20 C6-6.21 C7-7 C7-7.1 C7-7.2 C7-7.3 C7-7.4 C7-7.5 C7-7.6 C7-7.7 C7-7.8 C7-7.9 C7-7.10 C7-7.11 C7-7.12 C7-7.13 C7-7.14 C7-7.15 C7-7.16 C7-7.17 C8-8 CS-8.1 C8-8.2 LEGAL RELATIONS AND PUBLIC RESPONSIBILITY Laws to be Observed Permits and Licenses Patented Devices, Materials and Processes Sanitary Provisions Public Safety and Convenience Privileges of Contractor in Streets, Alleys, and Right-of-Way Railway Crossings Barricades, Warnings and Watchmen Use of Explosives, Drop Weight, etc. Work Within Easements Independent Contractor Contractor's Responsibility for Damage Claims Contractor's Claim for Damaqes Adjustment of Relocation of Public Utilities, etc. Temporary Sewer Drain Connections Arrangement and Charges of Water Furnished by City Use of a Se�,tion of Portion of the Work Contractor's Responsibility for Work No Waiver of Legal Rights Personal Liability of Public Officials State Sales Tax PROSECUTION AND PROGRESS Subletting Assignment of Contract Prosecution of the Work Limitations of Operations Character of Workman and Eguipment Work Schedule Time of Commencement and Completion Extension of time of Completion Delays Time of Completion Suspension by Court Order Temporary Suspension Termination of Contract due to National Emergency Suspension of Abandonment of the Work and Annulment of Contract Fulfillment of Contract Termination for Convenience of the Onwer Safety Methods and Practices MEASUREMENT AND PAYMENT Measurement of Quantities linit Prices (3) C6-6 (1) C6-6 (1) C6-6 (1) C6-6 �2> C6-6 (2) C6-6 (3) C6-6 (4) C6-6 (4) C6-6 (5) C6-6 (6) C6-6 (8) C6-6 (8> C6-6 (10> C6-6 (10) C6-6 (10) C6-6 C6-6 C6-6 C6-6 C6-6 C6-6 (11) (11) (11) (12) (12) (12) C7-7 C7-7 C7-7 C7-7 C7-7 C7-7 C7-7 C7-7 C7-7 C7-7 C7-7 C7-7 (1) (1) (1) (2) (2) (3) (4) (4> (4) (5) (6) (6) C7-7 (7> C7-7 (7) C7-7 (9) C7-7 (10> C7-7 (13) C8-8 (1) C8-8 (1) . !'" � C8-8.3 C8-8.4 C8-8.5 C8-8.6 C8-8.7 C8-8.8 C8-8.9 C8-8.10 C8-S.11 C8-8.12 C8-8.13 Lump Sum Scope of Payment Partial Estimates and Retainage Withholding Payment Final Acceptance Final Payment Adquacy of Design General Guaranty Subsidiary Work Miscellaneous Placement of Material Record Documents C8-8 (1) C8-8 (1) C8-8 (2) C8-8 (3) C8-8 (3) C8-8 (3) C8-8 (4) C8-8 (4) C8-8 (5) C8-8 (5) C8-8 (5) r� ' � 1 1 , ' r � � � � � � (4) � ' I.i ' �„"' � PPaRT 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 r� interpreted as follows: > C1-1.2 CONTRACT DOCUMENTS: The Contract Documents are all of the writ�en and drawn documents, such as specifications, � bonds, addenda, plans, etc., which govern the terms and � performance oF the contract. These are contained in 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: t^ � PART A- NOTICE TO BIDDERS (Sample) White PART B - PROPOSAL (Sample) White PART C- GENERAL CONDITTONS (CITY) Canary Yellow � (Developer) Brown PART D- SPECIAL CONDITIONS Green PART E - SPECIFICATIONS E1-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 1�" 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 AIDDERS: 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 bic� 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 perPorming the work contemplated under the Contract Documents, constitutes a bidder. C1-1.6 GENERAL CONDITIONS: The G�neral Conditions are the usual construction and contract requirements which govern the performance of the wark so that it will be carried on in accordance with the customary procedure, the local statutes, and requirements of the City o£ Fort Worth's charter and promulgated ordinances. Wherever there may be a conflict between the General Conditions and Special Conditions, the latter shall take precedence and shall govern. C1-1.7 SPECIAL CONDITIONS: Special conditions are the specific reguirements 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 sets forth in detail the requirements which must be met by all materials, construction, workmanship, equipment and services in order to render a completed and 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 BOND: The bond or bonds are the written guarantee or security furnished by the Contractor for the prompt and ' � �� 11 � ' � � ' � � C1-1 (2) ■ � �, k ' � 1 � L � � �� faithful performance of the contract and include the following: a. Performance Bond b. Payment Bond (see c. Maintenance Bond d. Proposal or Bid to Bidders, Part (see paragraph C3-3.7) paragraph C3-3.7) (see paragraph C3-3.7> Security (see Special Instructions A and C2-2.6) C1-1.10 CONTRACT: The Contract is the 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-l.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 other parts of the Contract Documents, but they are a 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 Manger, each of which is required by charter to perform specific duties. Responsibility for final enforcement of 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 (3) � � . � C1-1.17 DIRECTOR OF PUBLIC WORKS: The duly appointed official of the City of Fort Worth, referred to in the Charter as the City Engineer, or his duly authorized representative. C1-1.18 DIRECTOR, CITY WATER DEPARTMENT: Tk�e duly 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 �epartment, 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, persons, partnership, company, firm, a�sociation, or corporation, entering into a contract with the Owner for the execution of the work, acting directly or through a duly authorized representative. A sub-contractor is a person, firm, corporation, or others under contract with the principal contractor, supplying labor and materials or only labor, for work at the site of the project. C1-1.21 SURETIES: The Corporate bodi�s which are bound by such bonds 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, n�t including Saturdays, Sundays, and legal holidays, in which the 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 prescribed by the City Council of the City of Fort observance by City employees as follows: Cl-1 (4) ' � � � �i L� ' , � C� � � � observed as � Worth for � � .-. i�iM ' �. . 1. 2. � 3. L 4. 5. � 6. 7. 8. 9. New Year's Day M. L. King, Jr. Ba.rthd�y. Memorial Day Independence Day Labor Day Thanksgiving Day Thanksgiving Friday Christmas Day 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 Fourth Friday in November December 25 � When one af the above named holidays or a special holiday is declared by the City Counci]., falls on Saturday, the holiday shal.l 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 holiday as the holiday. � � �.. � 1"" � L �1 C1-1.26 ABBREVIATIONS: Wherever the abbreviations defined herein appear in Contract Documents, the intent and meaning shall be as follows: AASHTO - American Association of MGD - Million Gallons Per State Highway Transportation Day Officials ASCE - American Society of Civil CFS - Cubic Foot Qer Engineers Second LAW - In Accord�nce With ASTM - American Society of Min. - Minimum Testing Materials Mono.- Monolithic AWWA - American Watar Wor.ks $ - Percentum Association R - Radius ASA - American Standards Association I.D. - Inside Diameter HI - Hydraulic Institute O.D. - Outside Diameter Asph. - Asphalt Elev.- Elevation Ave. - Avenue F - Fahrenheit Blvd. - Boulevard C - Centigrade CI - Cast Iron In. - Inch CL - Center Line Ft. - Foot GI - Galvanized Iron St. - Street Lin. - Linear or Lineal CY - Cubic Yard lb. - Pound Yd. - Yard MH - Manhole SY - Square Yard Max. - Maximum L.F. - Linear Foot D.I. - Ductile Iron � C1-1 (5) C1-1.27 CHANGE ORDER: A"Change Order" is a written supplemental agreement between the Owner and the Cont.ractor 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 quant�ties 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: l. Any type of asphaltic concrete with or without separate base material. 2. Any type of asphalt surfac� treatmen�, 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. C1-1.29 UNPAVED STREETS OR ALLEYS: An unpaved street, alley, roadway or other su.rface is any area except those defined above for "Paved Streets and Alleys." C1-1.30 CITY STREETS: A city street is defined as that area between the right-of-way lines as the street is dedicated. C1-1.31 ROADWAY: parallel lines two (4'> feet back of exists. The roadway is defined as the area bPtween , (2') feet back of the curb lines or Four the average edge oF pav2ment where no curb C1-1.32 GRAVEL STREET: A gravel street is any unpaved street to which has been added one or more anplications of gravel or similar material othe.r than the natural material fourid on the street surface beFore any improvem��t was made. � , ' C1-1 (6) ' �r , 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 openinq 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 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. 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 nat�zre and magnitude as that of the project for which bids are to be received, and such experience must have been on projects r^ completed not more than five (5) years prior to the date on which 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 r CZ_2�1> � forms or other parts of the Conzract Documents will be considered as approximate only and will be used for the ourpos� of comparing bids an a uniform basis. Payment wi11 be made to the Contractor for only the �ctual quantities of work performed or materials furnished in str.ict 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. C2-2.3 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 antually written into the original Contract Documents. Bidders are required, prior to the filing o.f 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 the 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 requi�ed 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 Dacuments and officially promulgated addenda ther�to, shall be binding upon the Owner. Bidders shall rely exclusively and solely upon their own estimates, investigation, research, tests, explorations, and other data wh.ich are necessary for full and complete information upon which the proposal is to be bas�d. It is mutually agreed that the submission of a proposal is prima-facie evidence that the bid�er has made the investigations, 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 8orings, if any, showing on the plans are for general information only and may not be correct. Neith�r the C2-2(2) ,�, � I� Owner nor the Engineer guarantee that the data shown is representative of conditions which actually exist. P�' C2-2.4 SUBMITTING OF PROPOSAL: The Bidder shall submit his �, Proposal on the form furnished by the Owner. Al1 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 the work contemplated or furnishe the materials � required. All such prices shall be written legibly. In case of discrepancy between the 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. r- If a proposal is submitted by a firm, association, or partnership, the name and address of each member must be " given, and the proposal must be signed by a member of the P firm, association, or partnership, or by a person duly authorized. If a proposal is submitted by a company or � corporation, the company or corporate 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 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, !� incomplete bids, erasures, or irregularities of any kind, or contain unbalance 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 in 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 awarc�ed or other disposition is made thereof. The bid security of all other bidders may be returned promptly after the canvass of bids. � C2-2(3) � � C2-2.7 DELIVERY OF PROPOSAL: No proposal will be considered unless it is delivered, ac.compani�d by its proper Bid Security, to the City Manager or hi.s representative in the official olace 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 Bidd�r must have tk�e propasal actually deliv�2red. 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 City Manager, City Hall, Fort Worth, Texas. , � C2-2.8 WITHDRAWING PROPOSALS: Pro�osals actually f_ilecl wi�th the City Manager cannot be withdrawn prior to the time set for � open,ing 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 reques�ts have been ' properly filed m�, at the option of the Owner, be returned unopened. C2-2.9 TELEGRAPHIC MODIFICATION OF PROPOSALS: Any bidder may modify his proposal by �elegraphic communication �t 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 conEirmation is not received within forty-eight (48) hours after the proposal opening time, no further conside.ration will be given to the proposal. 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 authorize3 representative at the time and place indicated in the "Notice to Bidders." All proposals which have b�en opened and read wi.11 remain on file with the Owner until the contract has been awarded. Bidders or their authorized representatives are invited to be present fo� the opening of bids. C2-2.11 IRREGULAR PROPOSALS: Proposals sha11 be ronsidered as being "Irregular" i£ they show any omissions, alte.rations of form, additions, or conditions not called for, unauthorized alternate bids, or irregularities oF any kind. Howeve.r, the C2-2(4) .�-, � 1 �"' Owner reserves the right to waive any and 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 .. irregulazity which cannot 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 reason: � . � � �'" �, L�. 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 the financial statement, experience record, 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 a bidder who, in the judgment of the �' Engineer, is disqualified under the requirements stated herein, shall be set aside and not opened. � ' C2-2(5) � r-- � 1 � f.., 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 � � L � established in the Contract Documents. The total obtained by taking the sum of the products of 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 award 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 maybe 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 a Woman-owned Business Enterprise (WBE) on the �° contract and the payment therefor. Contractor further agrees, upon request by Owner, to allow and audit and/or an � examination of any books, records, or files in the possession of Contractor that will substantiate the actual work performed by the MBE 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. {�,i C3-3.3 EQUAL EMPLOYMENT PROVISIONS: The Contractor shall comply with Current City Ordinance prohibiting discrimination in employment practices. � � C3-3 (1) � The Contractor shall post the required notice to that 2ffect 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 apnlicant he may have on file in his office to the Contractor. Ap�ropriate notices may be acquired from the Fqual Employment Officer. C3-3.4 WITHDRAWAL OF PROPOSALS: After a proposal has been read by the Owner it cannot he withdrawn by the Bidder within £orty-five (45) days after the date on which the proposals were opened. C3-3.5 AWARD OF CONTRACT: The Owner reserves the right to withholdfinal action on the �roposals 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 ta the responsibility of the proposed awardee... The award of the contract, if an award is made, will be to the lowest and best responsible bidder. The award of the contract shall �ot 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. Al1 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 diaposed of the bids, after which they will be 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 an amount nat 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 perfor_mance of the contract, and for the protection of the Owner and all other persons against damage by r2ason of negligence of the Contractor, or imprqper execution of the work or the use of inferior materials. This performance C3-3 (2) .�, �i � bond shall guarantee the payment for all labor, �' materials, equipment, suppiies, 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. � r � � � � � � � � � �' 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 nroposal tabulation or otherwise, guaranteeing the prompt, full and faithful performance o£ the general guaranty which is set forth in paragraph C8-8.10. c. PAYMENT BOND: A good and sufficient payment bond, in an amount 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 5160, Revised Civil Statutes of Texas, 1925, as amended by House Bill 344 Acts 56th 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. Al1 bonds shall be made on the forms furnished by the Owner and shall be executed by an approved su.rety 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 �ot 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 � at any time by the Owner, to that effect and the � � contract be determined unsatisfactory notice will be given the Contractor Contractor shall immediately provide a C3-3 (3) 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 by 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 annul 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 occuring 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 Owner will suffer by reason of such failure on the part of the Awardee and shall thereupon immediately be forfeited to the Owner. The filing of a proposal will be considered as an acceptance of this provision by the Bidder. C3-3.10 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 the "Work Order" or "Proceed Order", it is agreed that the Surety Company wil.l, within ten (10) days after the commencement date set forth in such written authorizati4n, commence the physical execution of the contract. C3-3.11 INSURANCE: The Contractor shall not commence work under this contract until he has obt�ined all the 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-contractors' C3-3 (4> iT � � certif..icate of insurance for r app oval. The prime contractor shall indicate on the certificate of insurance inrluded 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. L a. COMPENSATION INSURANCE: The Contractor shall � maintain, during the life of this contract, Workers' Compensation Insu.rance 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 cont.ract is not protected under the Workers' Compensation Statute, � the Contractor shall provide adequate employer's general liability insur.ance for the protection of such of his employees not so protected. r b. COMPREHENSIVE GENERAL LIABILITY INSURANCE: The ' Contractor shall procure and shall maintain during �, the life of this contract �ontractor's Comnrehensive General Liability Insurance (Public � Liability and Property Damage Insurance) in an amount not less than $500,000 covering each r", 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 separate policies or by s� additional endorsement to one of the �' above-znentioned policies, and in the amount as set forth for public liability and property damage,,the f' following insurance: 1. Contingent Liability (covers General �, Contractor's Liability for acts o.f sub-contractors). _ 2. Blasting, prior to any blasting being done. � 3. Collapse of bui.ldings or structures adjacent to excavation (if excavations are to l�e �, performed adjacent to same). 4. Damage to underground utilities f_or $500,000. � L� C3-3 (5) C � 5. Builder's risk (where above-qround structures are involved). � J 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 accielent, 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 s�oecial hazards which may be encountered in the performance of the Contract. f. PROOF OF CARRIAGE OF INSURANCE: The Contracto.r shall furnish the Owner with satisfactory proof of coverage by insurance required in these Contract Documents in amounts and by c�arri�rs satisfactory to the Owner. (Sample attached.) Al1 insurance requirements made upon the Contractor shall apply to the sub-contractor, should the Prime Contractor's insurance not cover th� sub-contractor's work operations. g. LOCAL AGENT FOR INSURANCE AND BONDING: The insurance and bonding companies with whom the Contrac�or's insurance and performance, �ayrnent, maintenance and all such other bonds are written shall be represented by an age�t or agents having an office located within the city limits of the C3-3 (6) 1 1 ' � � 1 , ' ' ' L�� t � � 1 -, � ' � City of Fort Worth, Tarrant County, Texas. Each such agent shall be a dizly qualified, one upon whom service of process may be had, and must have � authority and power to act an behalf of the insurance and/or bonding company to negotiate and settle with the City of Fort Worth, or ariy other claimant, any 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 banding companies, then such authority must be vested in a local agent or claims officer residinq in the Metroplex, the Fort Worth-Dallas � area. The name of the agent or agents shall be set forth on all of 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 PAYROLL: A certified copy of each payroll covering payment of wages to all person engage3 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 appli�able �"' 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 tne responsibiiity of the Contractor. � C3-3.14 CONTRACTOR'S CONTRACT ADMINISTRATION; Any Contractor, whether a p�rson, p�rsons, partnershin, company, firm, association, corporation or other who is approved to do � business with and enters into a con�ract with the City for , construction of water �nd/or sanitary sewer facilities, will have or shall establish a fully oc�erational business office „ within the Fort Wort'n-Dallas metropolitan area. The Contractor shall charge, delegate, or assign this office (or �' he may delegate his Pr�ject Superintendent) with Full �uthority to t.ransact all busin�ss actions required in the �, b�rfo�mance of the Contract. This local authority shall be made resoonsible to act for the Contractor in all matters pertaining ta the work governed by the Contract whether it be � administrative or othercaise and as su�h shall be empowered, thus delegated ana dir�acted, to settle all material, labor or other expenditures, all claims against the wark o.r any other � C3-3 (7) � �, � matter associated such as maintaining adequate an3 appropriate insurance or security cove.rage for the project. Such local authority for administration of the work under the Cont.ract shall be maintained until all business transactions executed as part of the C�ntract are complete. 1 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 appropriately signed and sealed, as applicable, !� by the Cont.ractor's responsible officers with the i� understanding that this written assignment of authority to a local representative shall become part of the project Contract � as though bound directly into the project documents. The intent of these requirements is that all matters associated with the Contracto.r's administration, whether it be oriented in furthering the work, or other, be governed direct by local t authority. This same requirement is imposed on insurance �nd surety coverage. Should the Contractor's local representative Eail to perform to the satisfaction of Engineer, the Engineer, ' at his sole discretion, may demand that such local representative be replaced and the Engineer may, at his sole discretion, stop all work until a new local authority , satisfactory to the Engineer is assigned. No credit of working time will be for periods in which work stoppages are in effect for this reason. C3-3.15 VENUE: Venue of any action hereinunder shall be exclusively in Tarrant �ounty, Texas. � ' ' ' , ' 1 C3-3 (8) ' .�, � 1 � � �"' SECTION C4-4 SCOPE OF WORK PART C - GENERAL CONDITIONS C4-4 SCOPE OF WORK � C4-4.1 INTENT OF CONTRACT DOCUMENTS: It is the definite intention of these Contract Documents to provide for a complete, useful project which the Contractor undertakes to construct or furnish, all in full compliance with the � requirements and intent of the Contract Documents. It is definitely understood that the Contractor shall do all work as � provided for in the Contract Documents, shall do all extra or special work as may be considered by the Owner as necessary to complete the project in a satisfactory and acceptable manner. The Contractor shall, unless otherwise specifically stated in � these Contract Documents, furnish all labor, tools, materials, machinery, equipment, special services, and incidentals necessary to the prosecution and completion of the project. � C4-4.2 SPECIAL PROVISIONS: Should any work or conditions which are not thoroughly and satisfactorily stipulated or � covered by General or Special Conditions of these Contract Documents be anticipated, or should there be any additional proposed work which is not covered by these �ontract Documents, then "Special Provisions" covering all such work � will be prepared by the Owner previous to the time of � receiving bids or proposals for such work and furnished to the Bidder in the form of Addenda. All such "Special Provisions" - shall be considered to be a part of the Contract Documents � just as though they were originally written therein. C4-4.3 INCREASED OR DECREASED QUANTITIES: 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, increas�d or decreased at the unit prices. . Such increased or decreased quantity shall not be more than 25 percent of the contemplated quantity of such item or items. �- When such changes incr�ase or decrease the original quantity of any item or items af work to be done or materials to be °`" furnished by the 25 percent or more, then either party to the contract shall upon written request to the other party be � entitled to a revised consideration upon that portion of the work above or below the 25 oercent of the original quantity stated in the proposal; such revised consideration to be �"" determined by special agreement or as hereinafter provided fo.r a "Extra Work." No allowance will be made for any changes in anticipated orofits nor shall such changes be considered as u � C4-4 (1> waiving or invalidating any r_onditions or provisions of the Contract Documents. Variati�ns in quantities of sanitary sewer pipes in depth categcries, shall be interpr�t�d herein as �pplying to the overall quantities or sanitary sewer pipe in each pipe size, but not to the various depth categori�s. C4-4.4 ALTERATION OF CONTRACT DOCUMENTS: By Change Order, the Owner reserves the right to make such changes in the Contrac� Documents and in the character or quantities of the work as may be necessary or desirable to insure completion in the �ost satisfactory manner, provid�d 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 considere3 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 oE the Cont�act Documents or of quantities or for other reasons for which no prices are provided in the Contract Documents, shall be defined as "Extra �ork" and shall be performed by the Contractor in acco.rdance with these Contract Documents or apf�roved additions theretU; provided, however, that before any extra work is begun a"Change Order" shall be e�ecuted 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. Q Unit bid price previously approved. An agreed luznp sum. c. The actual reasonab.le cost of (1) labor, (2) rental of equipment used on the ex�ra work for the time so used at Associated �,eneral Contractors oF Amerzca current equinment r_ental rates; (3) materials entering per�nanently into the nrojert, and (4) ac:tual cost of insii.rance, bonds, and social security as determined by the Owner, nlus a fixed fee to be agreed upon bu� not to exceed 10� oE the �ctual rost of such extra work. The Eixed fee is not to include any addit.ional nrofit to the Cont.ractor for rental �f equipment owned by him and used For tne extra work. The f_�e shall b� full and c�mplete compensation to cov�r the c�st oE sup�rintendence, overhead, ot'ner profit, general and a11 othe.r_ ��xp�ns� not included in (1), (2), (3), anc: (4) above. The C�ntracto:r �hall keep accurate cost records on th� f�rm and in the met'nod C4-4 (2) � � ' � � L � �� C � _� -, � � suggested by the Owne.r and shall give tne 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 partiPs. No claim for Extra �Vork of any kind will be allowed unless ordered in writing by the Owner. In case any ord�rs 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 Engine�r for written orders authorizing such Extra work, prior to beginning such work. Should a difference arise as to what does or does 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 an 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 Ownzr within five (5) days before the time for making the first esti�nate after such work is done and u�nless the claim is supported by satisfactory vouchers and certified payrolls covering all labor and materials expended upon the 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 prepar� for permanent record a corrected set of plans showing the actual installation. � The compensation agreed upon Eor 'extra work' whether or not iniitiated by a'change arder' shall be a full, complete ana finaZ Payment Eor all costs Contractor inctirs as a r�sult or �„ relating to the change or extra work, whether said costs are known, unknown, foreseen or unfo.reseen at that time, includi�g - without l.irnitation, any co�ts for delay, ext�nded overh�ad, ripple or impact cost, or any ot'ner ef.fect on changed or unchanged work as a rAsalt or the cnazige or extr� work. � C4-4.6 SCHEDULE OF OPERATIONS: Before commencing any work under this contract, the Contractor shall submit to the Owner � and receive the Owner's approval ther�of_, a"Schedulp of Oti�rations," showing by a straight line method the date of � commencing and finishing each of the major elements of the contract. Tnere shall be also shown t'ne �stimated monthly cost of work for whic:h esti�nat�s ar? to be expectzd. Ther� l� C4-4 (3) � �� shall be presented also a com�osite graph showing the anticic�ated progress of construction wit'n the time being plotted horizontally and the percentage of co�n�letion plotted vertically. The nrogress charts shall be prepared on 8-1/2" x 11" sheets and at least five black or blue line prints sha11 be furnished to the Owner. C4-4.7 PROGRESS SCHEDULES FOR WATER AND SEWER PLANT FACILITIES: Within ten (10) days prior to submission of first monthly progress �ayment, the Contractor shall prepare and submit to the Owner for approval six copies of the schedule in which the Contractor proposes to carry on the work, the date of which he will start th� several major activities (including Procurement of materials, plans, and equipment) and the contemplated dates for campleting the same. The schedule shall be in the form of a time schedule Critical Path Method (CPM) network 3iagram. As the work progresses, the Contractor shall enter on the di�gram the actual progress at the end of each �artial payment period or at such intervals as directed by the Engineer. The Contractor shall also revise the schedule to reflect any adjustments in contract time approved by the Engineer. Three copies of the updated schedule shall be delivered at such intervals as directed by the Owner. As a�ninimum, the construction schedule shall incorporate all work elements and activities indicated in the proposal and in the technical specifications. Prior to tk�e final drafting of the d.etailed construction schedule, the Contractor shall review the draft schedule with the Engineer to ensure the Contractor's understanding of the contract requirements. The following guidPlines shall be adkiered to in przparing the construction schedule: a. Milestone d�tes and final nroject completi��n dates shall be d�veloped to conf��rm to time constraints, sequencing requirements and completion time. b. The construction proces� shall be divided into activities with ti.me durations oi approximately fo�irt�en (14) days �nd construction values not to �xceed $50,000. Fabrication, d�livery and submit�al activities ar� exce�ti�ns to this guideline. C4-4 (4) ' ' � ' ' � ' ' � ,� � ' � � t � , F" L� � � � � a � c, nurations shall be in calendar days and normal holidays an3 weather conditions over the duration oF the contract shall be accounted for within the duration of each activity. d. One critical path shall be shown on the construction schedule. e. Float time is defined as the amount of time between the earliest start 3ate and the latest start date of a chain of activities of the CPM construction schedule. Float tim� is not for the exclusive use or benefit of either the Contractor or the Owner. f. Thirty days shall be used for submittal review unless otherwise specified. The construction schedule shall as a minimum be divided into gene.ral categories as indicated in the Proposal and Technical Specifications and each general category shall be broken down into activities in enough detail to achieve activities of approximately fourteen (14) days duration. For each general category, the construction schedule shall identify al.l trades or subcontracts whose work is represented by activities that follow the guidelines of this Section. For each of the tra�es or subcontracts, the const.ruction schedule shall indicat� the following procurement.s, construction and preacceptance activities and events in their logical sequence for equipment and mat�rials. 1. Freparation and tr.ansmittal of submittals. 2. Submittal .review neriods. 3. ShoQ fa�rication and delivery. 4. Erzction or inst�l.l�tion. " 5. � 6. � 7. 8. � � Transmittal of manufactarnr's operation and maintenance instructions. Inst�lled equipment and mat�rials tes`ing. Owner's operator instruction (if. apolicable). Final inspection, �4-4 (5) 9. Operational testing. 10. Final inspection. 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. I� addition, the Owner may require the �ontractor to sub�nit a revi�ed schedule demonstrating his program and proposed plan to make up lag in scheduled nrogress and to i�sure com�.letion of the work within the contract time. If the �wner finds the proposed plan not acceptablA, lie cnay require the Cont.ractor to increase the work force, the construction plant and equipment, the number of work shifts or the avertime operations without additional cost to the Owner. Failure of the Cont:ractor to cQmply with these r�quirements shall be considEred grounds for dete.rmination b� tlie Owner that the Contractor is failing to prosecute the work with such diligenc� as will insu.rP its comple�ion within the time specified. �4-4 (6) � ' �' � r-, � � � � PART C - GENERAL C5-5 CONTROL OF MATERIALS SECTION C5-5 CONTROL OF WORK AND MATERIALS CONDITIONS WORK AND 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. He shall decide all questions which arise as to the quality and acceptability of 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, sequences 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. He 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, cross-sections, � finish, and dimensions shown on the plans or any other requirements otherwise 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 (1) � C5-5.3 COORDINATION OF CONTRACT DOCUM�NTS: The Contract Documents are made up of several sections, which, taken together, are intended to describe and provide foz a complete and useful project, and any requirements appearing in one of the sections is as binding as though it occurrzd 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 specifications, and quantities shown on the plans shall govern over those shown in the proposal. The Contractor shall not take advantage of any apparznt error or omission in the Contract Documents, and the Owner shall be permitted to make such corrections or interpretati�ns as may be deemed necessary for the 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 the 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 quote� the most expensive resolution of the conflict. C5-5.4 COOPERATION OF CONTRACTOR: The Contr�ctor will be furnished with three sets of the Contract Documents and shall have available on the site of the project at all times one set of such Contract Documents. The Contract shall give to the work the constant attentio.n 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 ar� fully authorized to act as the Contractor's agent on the work. Such superintend�nt and his assistant shall be capable of reading and understanding the Contract Documents and shall receive and fulfill instructions fro.m the Owner, the Engineer, or his authorized representatives. Pursuant to this responsibility of the Contractor, the Contractor shall designate in writing to the project �uperintendent, 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 r�presentative of the Contractor to C5-5 (2) � � ' � � � � � � � � P"` � 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 property cont�.guous 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 �ngineer, 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 on a working-day basis. Should the Contractor fail to respond to a request from the Engineer to rectify any discrepancies, omissions, or corrections 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 discrepant condition and request the Contractor to take remedial action to correct the condition. In the event the Contractor does not take positive steps to fulfill this written request, or does not show just cause for not taking the proper action, within 24 hours, the City may take such remedial action with City forces or by contract. The City sk�all then deduct an amount equal to the entire costs for such remedial action, plus 25�, from any funds due the Contractor on the project. C5-5.6 FIELD OFFICE: The Contractor shall provide, at no extra compensation, an adequate field office for use of the Engineer, if specifically called for. The field office shall be not less than 10 by 14 feet in floor area, substantially constructed,, well heated, air conditioned, lighted, and weather-proof, so that documents will not be damaged by the elements. � C5-5.7 CONSTRUCTION STAKES: The City, through its Engine�r, � will furnish the Contractor with all lines, grades, and measurements necessary to the proper prosecution and contr�l of the work contracted for under these Contract Documents, and � lines, grades and measurements will be estab.lished by means of stakes or other customary method of marking as may be found consistent with good practice. � r C5-5 (3) � � , These stak�s or markings shall be set sufficiently in advance � of construction operations to avoid delay. Such stakes or markings as may be established for the Contractor's use or � guida�ce shall be preserved by the Contractor until he is authorized by the Engineer to remove them. Whenever, in the opinion of the Engineer, any stakes or markings have been � carelessly or willfully destroyed, disturbed, or removed by the Contractor o.r any of his employees, the full cost of replacing such stakes or marks plus 25$ will be charged against the Contracto.r, and the full amount will be deducted � from payment. due the Contrac�or. C5-5.8 AUTHORITY AND DUTIES OF CITY INSPECTORS: City � Inspectors will be authQrized to inspect all work done and to be done and �11 materials furnished. Such irispection may �xtend to all or any part of the work, and the preparation or ' manufacturing of the materials to be used or equipment to be in�talled. � City Inspector may be stationed on the work to report to the Engineer as to the progress of the work and the manner in which it is being performed, to report any evidence ' that the materials being furnished or the work being performed by the Contractor fails to fulfill the requirements of the Contract Documents, and to ca11 the attention of the � Contractor to any such failure or other infringements. Such inspection or lack of inspection will not relieve the Contractor from any obligation to perform the work in accordance with the requirements of the Contract Documents. � In case �f any dispute arising between the Contractor and the City Inspector as to the materials or equipment .furnished or the manner of performing the work, the City Inspector will � have authority to reject materials or equipment to suspend work until the question at issue can be referred to and be decided by the Engineer. The City Inspector will not, , however, be authorized to revoke, alter, enlarge, or release any requirement of these Contzact Documents, nor to approve or accept any portion or section of the work, nor to issue any instructions contrary to the requirements of the Contract � Documents. He �ill in no case act as superintendent or foreman or,perform any other duties for the Contracto.r, or interfere with the management or oper�tion of the work. He will not accept from the Contractor any cornpensati�n in any � form for performing any duties. The Contractor shall regard and obey the directions and instructions of the City Inspector ' or Engineer when the same are consis�ent with the obligations of the Contract Documents, nrovided, however, should the Contractor object to any orders or instr��ctions of the City Inspector, the Contractor may within six days make written � app�al to the Engineer for his decision on the matter in controversy. � C5-5 (4) ' �-• � � � � C5-5.9 INSPECTION: The Contractor shall furnish the Engineer with every reasonable facility for ascertaining whether or not .- the work as performed is in acco.rdance with the requirements of the Contract Documents. If�the Engineer so requests, the �"` Contractor shall, at any time before acceptance of the work, remove or uncover such portion of the finished work as may be �' directed. After examination, the Contractor shall restore E., said portions of the work to the standard required by the Contract Documents. � Should the work exposed or examined prove acceptable, the uncovering or reznoving and replacing of the covering or making good of the parts removed shall be paid for as extra work, but should be work so exposed or examined prove to be unacceptable, the uncovering or removing and the replacing of all adjacent defective or damaged parts shall be at the Contractor's expense. No work shall be done or materials used without suitable supervision or inspEction. C5-5.10 REMOVAL OF DEFECTIVE AND UNAUTHORIZED WORK: Al1 work, materials, or equipment which has been rejected shall be remedied or removed and replaced in an acceptable manner by the Contractor at his own expense. Work done beyond the lines and grades given or as shown on the plans, except as herein �� specifically provided, or any Extra Work done without written authority, will be considered as unauthorized and done at the "'' expense of the Contractor and will not be paid for by the Owner. Work so done may be ordered removed at the Contractor's expense. Upon the failure on the part of the ' Contractor to comply with any order of the Engineer made under � the provisions of this paragraph, the Engineer will have the authority to cause defective work to be remedied or removed and replaced and unautizorized work to be removed, and the cost � thereof may be deducted from any money due or to become due to the Contractor. Failure to require the removal of any defective or unauthorized work shall not constitute acceptance F" of such works. C5-5.11 SUBSTITUTE MATERIALS OR EQUIPMENT: If the Specifications, law, ordinance, codes or regulations permit Contractor to furnish or use a substitute that is equal to any �" material or equipment specified, anc� if Cont.ractor wishes to .furnish or use a proposed substitute, he shall, prior to the � preconstruction conference, make writt�n application to ENGItVEER for approval of such substit��te certifying in writing that the proposed substitute will perEorm adequately the functions called fQr by th� general design, be similar and of � equal substance to that sneciFie3 and be suited to the same use and capable qf performing the same function as that � specified; and identifying all variations of the proposed � �5-5 (5) substitute from that specified and indicating available maintenance service. No substitute shall be ordered or installed without the written,approval �f Engineer who will be the judge of the equality and may require �ontractor 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 in�irectly employed 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 OR MATERIALS: Wher�, 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 Qaid for� direct to the testing agency by the Owner unless otherwise speciFically provided. The failure of the Owner to make any tests of materials shall be 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 spe�ified, will be made in accordance with the latest methods prescribed by the American Society for Testing Matzrials 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 the materials represented by the samples until tests have bee� 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 Contactor 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 coticrete, using samples from the same aggregate, cement, and mortar which are to be used later in the concrete. Should thP source of supply change, new tests shall be made prior to the use of the new materials. C5-5.13 STORAGE OF MATERIALS: All materials which are to be used in the constr.uction operation shall be stored so as to insure the preservation of the quality and fitness of the work. When directed by the Engineer, they shall b� placed on wooden platforms or other hard, clean durable surfaces and not on the C5-5 (6) rw L �� 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 existing utilities �"' are based on the best information available. Omission from, or L the inclusion of utility locations on the Plans is not to be considered as the 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 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, proviJion for which is not made in the Co�tract Documents, in which case the provision in these Contract r,,, Uocuments for Extra Work shall apply. � It shall be the Contractors responsibility to verify locations of 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 u�ility companies at least forty eight � (48) hours in advance of construction including exploratory excavation if necessary. All verification of existing utilities and their adjustment shall be considered as r' subsidiary work. C5-5.15 INTERRUPTION OF SERVICE: a. Normal Prosecution: In the normal prosectuion of �"" work where the int�rruption of service is necessary, the Contractor, at least 24 hours in advaace, shall � be r�quired to: 1. Notify the Water Department's Distribution Division as to location, time, and schedule of service interruption. � � C5-5 (7) +.� � 2. Notify each customer personally through responsible personnel as to 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 entrance door knob. The tag shall be durable in composition, and in large bold type shall say: "NOTICE" Due to Utility Improvement in your neighborhood, your (water) (sewer) service will be inter- rupted on between the hours of and This inconvenience will be as short as possible. Thank you, Contractor Address Phone b. Emerqency: In the event that an unforeseen service interruption occurs, notice shall be as above,but immediate. CS-5.16 MUTUAL RESPONSIBILITY OF CONTRACTORS: If, through acts or neglect on the part oE the Contractor, any other Contractor or any sub-contractor shall suffer loss or damage on the work, the Contractor agrees to settle with such other Contractor or sub-contractor by agreement or arbitration. If such other Contractor or sub-contractor shall assert any claim against the Owner on account of any damage alleged to have been sustained, the Owner will notify the Contractor, who shall indemnify and save harmless the Owner against any such claim. C5-5.17 CLEAN-UP: Clean-up of surplus and/or waste materials accumulated on the job site during the prosecution of the work under these Contract Documents shall be accomplished in keeping with a daily routine established to the the satisfaction of the Engineer. Twenty-faurs fours aFter written notice is given to the Contractor that the clean-up on the job sit�� is proceeding in a manner unsatisfactory to tne Engineer, if the Contractor fails to correct the C5-5 (8) , � � ,� "_ � � � � � � � � I� unsatisfactory procedure, the City may take such direct action as the Engineer deems appropriate to correct the clean-up deficiencies cited to the Contractor in the written notice, and the costs of such direct action, plus 25� of such costs, shall be deducted from monies due or to become due to the Contractor. L Upon the completion of the project as a whole as covered by these Contract Documents, and before �inal acceptance and �" final payment will be made, the Contractor shall clean and 'w remove from the site of the project all surplus and discarded materials, temporary structures, and debris of every kind. He T, shall leave the site of all work in a neat and orderly condition equal to that which originally existed. Surplus and '`'' waste materials removed from the site of the work shall be disposed of at locations satisfactory to the Engineer. The � Contractor shall thoroughly clean all equipment and materials installed by him and shall deliver over such materials and equipment in a bright, clean, polished and new appearing � condition. No extra compensation will be made to the Contractor for any clean-up required on the project. � C5-5.18 FINAL INSPECTION: Whenever the work provided for in and�contemplated under the Contract Documents has been satisfactorily completed and final cleanup performed, the Engineer will notify the proper officials of the Owner and � request that the Final inspection be made. Such inspection will be made within 10 days after such notification. After such final inspection, if the work and mat�.rials and equipment � are found satisfactory, the Contractor will be notified in writing of the acceptance of the same after the proper resolution has been passed by the City Council. No time charge will be made against the Contractor between said date � of notif ication of the Engineer and the date of f inal inspection of the work. � � �I � � � � C5-5 (9) � .,�, � 1 � r'-1 L PART C - GENERAL CONDITIONS C6-6 LEGAL RELATIONS AND PUBLIC RESPONSIBILITY � SECTION C6-6 LEGAL RELATIONS AND PUBLIC RESPONSIBILITY C6-6.1 LAWS TO BE OBSERVED: The Contractor shall at all times observe and comply with all Federal and State Laws and City ordinances and regulations which in any way affect the conduct � of the work or his operations, and shall observe and comply .� with all orders, laws, ordinances and regulations which exist or which may be enacted later by bodies having jurisdiction or -� authority for such enactment. No plea of misunderstanding or � ignorance thereof will be considered. The Contractor and his Sureties shall indemnify and save harmless the City and all of its officers, agents, and employees against any and all claims � or liability arising from or based on the violation of any such law, ordinance, regulation, or order, whether it be by himself or his employees. C6-6.2 PERMITS AND LICENSES: The Contractor shall procure all permits and licenses, pay all charges, costs and fees, and give all notices necessary and incident to the due and lawful prosecution of the work. � C6-6.3 PATENTED DEVICES MATERIALS AND PROCESSES: If the Contractor is required or �esires to use any design, device, material, or process covered by letter, patent, or copyright, he shall provide for such use by suitable legal agreement with � the patentee or owner of such patent, letter, or copyrighted design. It is mutually agreed and understood that without exception the contract prices shall include all royalties or cost arising from patents, trade-marks, and copy rights in any � way involved in the work. The Contractor and his sureties shall indemnify and save harmless the Owner from any and all claims for infringement by reason of the use of any such � patented design, device, material or process, or any . trade-mark or copy right in connection with the work agreed to be performed under these Contract Documents, and shall indemnify the Owner for any cost, expense, or damage which it � may be obliged to pay by reason of such infringement at any time during the prosecution of the work or after completion of the work, provided, however, that the Owner will assume the � responsibility to defend any and all suits brought for the infringement of any patent claimed to be infringed upon by the design, type of construction or material or equipment �' specified in the Contract Documents furnished the Contractor , by the Owner, and to hold the Contractor harmless on account of such suits. � C6-6 (1) � C6-6.4 SANITARY PROVISIONS: The Contractor shall establish and enforce among his employees such regulations in regard to cleanliness and disposal of garbage and waste as will tend to prevent the inception and spread of infectious or contagious diseases and to effectively prevent the creation of a nuisance about the work on any property either public or private, and such regulations as are required by Law shall be put into immediate force and effect by the Contractor, mhe necessary sanitary conveniences for use of laborers on the work, properly secluded from public observation, shall be const.ructed and maintained by the Contractor and their use shall be strictly enforced by the Contractor. Al1 such facilities shall be kept in a clean and sanitary condition, free from objectionable odors so as not to cause a nuisance. All sanitary laws and regulations of the State of Texas and the City shall be strictly complied with. C6-6.5 PUBLIC SAFETY AND CONVENIENCE: Materials or equipment stored about the work shall be so placed and used, and the work shall at all times be so conducted, as to cause no greater obstruction or inconvenience to the public than is considered to be absolutely necessary by the Engineer. The Contractor is required to maintain at all times all phases of his work in such a manner as not to impair the safety or convenience of the public, including, but not limited to, safe and convenient ingress and egress to property contiguous to the work area. The Contractor shall make adequate provisions to render reasonable ingress and egress for normal vehicular traffic, except during actual trenching or pipe installation operations, at all driveway crossings. Such provisions may include bridging, placement of crushed stone or gravel or such other means of providing proper ingress and egress for the property served by the driveway as the Engineer may approve as appropriate. Such other means may include the diversion of driveway traffic, with specific approval by the Engineer. If diversion of traffic is approved by the Engineer at any location, the Contractor shall make arrangements satisfactory to the Engineer at any location, the Contractor shall make arrangements satisfactory to the Engineer for the diversion of traffic, and shall, at his own expense, provide all materials and perform all work necessary For the construction and maintenance of roadways and bridges for such diversion of traffic. Sidewalks must not be obstructed except by special permission of the Engineer. The materials excavated and the construction materials such as pipe used in the construction of the work shall be placed so as not to endanger the work or prevent free access to all fire hydrants, fire alarm boxes, police call boxes, water valves, C6-6 (2> � 1 � gas valves, or manholes in the vicinity. The Owner reserves -. the right to remedy any neglect on the part of the Contractor as regards to public convenience and safety which may come to � its attention, after twenty-four hours notice in writing to � the Contractor, save in cases of emergency when it shall have the right to remedy any neglect without notice, and in either �case, the cost of such work done or materials furnished by the ' Owner or by the City shall be deducted from monies due or to become due to the Contractor. � The Contractor, after ap�roval of the Engineer, shall notify the Fire Department Headquarters, Traffic Engineer, and Police Department, when any street or alley is requested to be closed �^ or obstructed or any fire hydrant is to be made inaccessible, L and, when so directed by the Engineer, shall keep any street, streets, or highways in condition for unobstructed use by fire � apparatus. The Contractor shall promptly notify the Fire Department Headquarters when all such obstructed streets, alleys, or hydrants are again placed back in service. Where the Contractor is required to construct temporary bridges or make other arrangements for crossing over ditches or streams, his responsibility for accidents in connection � with such crossings shall include the roadway approaches as well as the structures of such crossings. �„ The Contractor shall at all times conduct his operation and the use of construction machinery so as not to damage or � destroy trees and shrubs located in close proximity to or on the site of the work. Wherever any such damage may be done, '`` the Contractor shall immediately satisfy all claims of �,�, property owners, and no payment will be made by the Owner in settlement of such claims. The Contractor shall file with the � Engineer a written statement showing all such claims adjusted. � C6-6.6 PRIVILEGES OF CONTRACTOR IN STREETS, ALLEYS, AND �,,, RIGHT-OF-WAY: For the performance of the contract, the Contractor will be permitted to use and occupy such portions � of the public streets and alleys, or other public places or other rights-of-way as provided for in the ordinances of the �`t City, as shown in the Contract Documents, or as may be �,,,, specifically authorized in writing by the Engineer. A reasonable amount of tools, materials, and equipment for �construction purposes may be stored in such space, but no more ' than is necessary to avoid delay in the construction operations. Excavated and waste materials shall be piled or stacked in such a way as not to interfere with the use of � spaces that may be designated to be left free and unobstructed and so as not to inconvenience occupants of adjacent property. If the street is occupied by railway tracks, the work shall be � �C6-6 (3) , � � carried on in such manner as not to interfere with the operation of trains, loading or unloading of cars, etc. Other contractnrs of the Owner may, for all purposes required by the contract, enter upon the work and premises used by the Contractor and shall be provided all reasonable facilities and assistance for the completion of adjoining work. Any additional grounds desired by the Contractor for his use shall be provided by him at his own cost and expense. ' � C6-6.7 RAILWAY CROSSINGS: When the work encraaches upon any � right-of-way of any railway, the City will secure the necessary eas�ment f�r the work. Where the railway tracks are to be crossed, the Contractor shall observe all the �'1 regulations and instructions of the railway company as to the � methods of performing the work and take all precautions for safety of property and the public. lVegotiations with the t railway companies for permits shall be done by and through the City. The Contra.ctor shall give the City notice not less than five days prior to the time of his intentions to begin work on that portion of the project which is related to the railway � properties. The Contractor will not be given extra or additional compensation for such railway crossings unless specifically set forth in the Contract Documents. � C6-6.8 BARRICADES, WARNINGS AND WATCHMEN: Where the work is carried on in or adjacent to any street, alley, or public place, the Contractor shall at his own expense furnish, erect, and maintain such barricades, fences, lights and danger signals, shall provide such watchmen, and shall take all such other precautionary measures for the protection of persons or property and of the work as are necessary. Barricades and fences shall be painted in a color that will be visible at night. From sunset to sunrise the Contractor shall furnish and maintain at least one easily visible burning light at each barricade. A sufficient number of barricades shall be erected and maintained to keep pedestrians away trom, and vehicles from being driven on or into, any work under construction or being maintained. The Contractor shall furnish watchmen and keep them at their respective assignments in sufficient numbers to protect the work and prevent accident or damage. All installations and procedures shall be consistent with the provisions set forth in the "1980 Texas Manual on Uniform Traffic Control Devices for Streets and Highways" issued under the authority of the "State of Texas UnifQrm Act Regulating Traffic on Highways", codified as Article 6701d Veron's Civil Statutes, pertinent sections being Section Nos. 27, 29, 30 and 31. C6-6 (4) � � 1 � , 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 � 8780-8075), 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 re-installed, the Contractor shall again � contact the Signs and Markings Division to re-install the permanent sign and shall leave his temporary sign in place until such re-installation is completed. � The Contractor will be held responsible for all damage to the work or the public due to failure of barricades, signs, � fences, lights, or watchmen to protect them. When�v�r evidence is found of such damage to the work the Engineer may order the damaged portion immediately removed and replaced by the Contractor at the Contractor's own expense. The �"' Contractor's responsibility for the maintenance of barricades, ,� signs, fences and lights, and for providing watchmen shall not cease until the project shall have been completed and accepted - by the Owner. �"" No compensation, except as specifically provided in these Contract Documents, will be paid to the Contractor for the � work and materials involved in the constructing, providing, and maintaining of barricades, signs, fences, and lights or for salaries of watchmen, for the subsequent removal and � disposal of such barricades, signs, or for any other � incidentals necessary for the proper protection, safety, and convenience of the public during the contract period, as this s. work is considered to be subsidiary to the several items for � which unit or lump sum prices are requested in the Proposal. C6-6.9 USE OF EXPLOSIVES, DROP WEIGHT, ETC.: Should the �'i Contractor elect to use explosives, drop weight, etc., in the � prosecution of the work, the utmost care shall be exercised at all times so as not to endanger life or property. The C Contractor sha11 notify the proper representative of any public service corporation, any company, individual, or utility, and the Owner, not less than twenty-four hours in � � C6-6 (5) advance of the use of any 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 Contract Docume�ts, 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 insu.rance coverage to protect against any damages and/or injuries arising out of such use of explosives. Al1 claims arising out of the use of explosives shall be investigated and a written report made by the Contractor's insurers to the Engineer within ten (10> days after receipt of written notice of the claim to the Contractor from either the City or the claimant. The City shall proceed to give notice to the Contractor of any such claim. The use of explosives may be suspended by the Engineer if any complaint is received and such use shall not be resumed until the cause of the complaint has been addressed. Whenever explosives are stored or kept, they shall be stored in a safe and secure manner and all storage places shall be plainly marked "DANGEROUS EXPLOSIVES" and shall be under the care of a competent watchman at all times. All vehicles in which explosives are being transported shall be plainly marked as mentioned above and shall, insofar as possible, not use heavy traffic routes. 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 own 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 a�y purpose without having previously obtained permission from the owner of such property. The Co�tractor will not be allowed to store equipment or material on private property unless and unti.l the specified approval of the property owne.r 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 C6-5 (5) L � � .J every precaution to prevent damage to all trees, 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 along adjacent to the � work. The Contractor shall notify the proper representatives of owners or occupants of public or private lands or 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 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 the non-execution thereof on the part of the Contractor, he shall restore or have restored at his own 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 replacing and restoring as may be directed by the Owner, or he shall make good such �,,,tl� damages or injury in a manner acceptable to the owner of the property and the Engineer. All fences encountered and removed duriz�g 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 braced posts on either side of permanent easement before the fence is cut. Should additional fence cuts be necessary, the Contractor shall provide cross braced posts at 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 sha11 be � subsidiary to the various items bid in the project �"' C6-6 ( 7 ) 1 � proposal. Therefore, no separa�e payment shall be allowed ' for any service associated with this wo.r;c. In case of failure on the part of the Contractor to restore 1 such property 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, �r 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 or to become due to the Contracto.r under this Contract. �, C6-6.11 INDEPENDENT CONTRACTOR: It is understood and agreed by the parties hereto that 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 the exclusive right to control th� details of all the work and services performed hereunder, and all persons performing same, and shall be solely responsible for the acts and omissions of its officers, agents, servants, employees, contractors, 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 Owne.r and Contractor. C6-6.12 CONTRACTOR'S RESPONSIBILITY FOR DAMAGE CLAIMS: Contractor covenants and ag.rees to, and does hereby indemnify, hold harmless and defend Owner, its oFficers, agents, servants, and employees from and against any an all claims or suits for property damag� or loss and/or personal injury, including death, to any and all persons, of whatsoever kind or character, whether real o.r asserted, �rising out of or in connection with, directly or indirectly, the work and �ervices to be performed hereunder by Contractor, its officers, agents, employees, contractors, subcontractors, licensees or invitees, whether or not caused, in whole or in part, by alleged negligence on the part of officers, agents, servants, employees, contractors, subcontractors, licensees and invitees of the Owner; and said Contractor does hereby covenant and agree to assume all liability and responsibility of Owner, its officers agents, servants and emnloyees ior property damage or loss, and/or personal injuri�s, including death, to any and all persons of whatsoever kind or characte.r, whether real or asserted, arising out of or in connection with, directly or indirectly, the work and services to 'Ae performed hereunder by iontractor, its officers, agents employees, contractors, subcontracto.rs, licensees and invitees, whether or not caused, C6-6 (8) � � 1 �' in whole or in part, by alleged negligence of officers, F� agents, servants, employees, contractors, subcontractors, licensees o.r invitees of the Owner. Contractor likewise covenants and agrees to, and does hereby, indemnify and hold L harmless Owner from and against any and all injuries,loss or damages to property of the Owner during the performance of any C of the terms and conditions of this Contract, whether arising out of or in connection with or resulting from, in whole or in part, any and all alleged acts or omissions of officers, r,, agents, servants, employees, contractors, subcontractars, licenses, or invitees of the Owner. In the event a written claim for damages against the "' contract�r 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 by 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. C �, L.. C a, � L� � �" � If the claim 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 an amount equal to the total dollar amount then due less the dollar value of any written claims pending against the Contractor arising out of the 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 to the Director that: 1. The claim has been settled and a release has been obtained from the claimant involved, or 2. Good faith efforts havn 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 tk�e Contractor be made. If condition (2) above is met at any time within the six month period, the Director may recommend that the final p�ayment to the Contractor be made. At the C6-6 (9) expiration of the six month period the Director may recommend that final payrnent be made if all other work has been performed and all other obligations of the Contractor have been met to the satisfaction o.f the Director. The Director may, if he deems it appropriate, refuse to accept bids an other Water Dep�rtment 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 for 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 25th day of the month succeeding that in which any such damage is claimed to have been sustained, the Contractor shall file with the Engineer an itemized statement of the details and amount o£ such alleged damage and, upon request, shall give the Engineer access to all books of account, receipts, vouche.rs, 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 an 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 their 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 o.r 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 temnorary outlets or div�rsions. 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 C6-6 (10) � � � 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 L 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. C6-6.16 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. � Al1 piping required beyond the point of delivery shall be installed by the Contractor at his own expense. � � L 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 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 ordinance applies, payment shall be made on estimates and rates established by the Director of the Fort Worth Water Department. � C6-6.17 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 order of the Engineer, and such r 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. Al1 necessary - repairs and removals of any section of the work so put into � use, due to defective materials or workmanship, equipment, or to deficient operations on the part of the Contractor, shall � be performed by the Contractor at his own 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 � � C6-6 (11) 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 �r 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 sha11 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 sarne to meet the requirements of the Contract Documents. C6-6.20 PERSONAL LIABILITY OF PUBLIC OFFICIALS: In carrying out the provisions of these Contract Documents or in exercising any power of authori.ty granted thereunder, there shall be no liability upon the authorized representatives of the Owner, either personally or otherwise 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, 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 may purchase, rent or leas� all materials, supplies and equipment used or consumed in the performance of this contract by issuing to his supplier an ex�mption certificate in lieu of the tax, said exemption certificate to comply with State Comptroller's Ruling .007. Any such exemption certiFicate issued by the �ontractor in lieu �f the tax shall be subject to and shall comply with the provisions oF State Comptroller's Ruling .011, and any �ther �pplicable State Comptroller rulings pertaining to the Texas Limited Sales, Excise, and Use Tax Act. On a contract awarded py a developer for the construction of a publicly-owned improvement in a str�et 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 to th� Provisions of Article 20.04 (H) of the Texas limite3 Sal�s, Excise, and Use Tax Act, ttie Contractor can probably be exempt�d in the sam? manner stat�d above. C6-5 (12) Y 1 � Limited Sale, Excise and Use Tax permits and information can ° be obtained from: Comptroller of Public Accounts �• Sale Tax Division Capitol Station �" Austin, TX 1 ' , ' ' , ' ' 1 ' ' � C6-6 (13) � � ' � � PART C - GENERAL CONDI'I'IONS 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 workman under his r- immediate superintendance, work of a value of not less than fifty (50�) percent of the value embraced in 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 to the 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, convey, 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, br 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 state, �+ 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 operation, 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 fornn, or a brief outlining in detail and step by step the manner of � � C7-7 (1> 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 also 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. The sequence requested of all construction operations shall be at all times as specified in the Special Contract Documents. Any deviation from scuh 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 ap�roval by the Engineer shall not relieve the Contractor from the 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 LIMITATIONS 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 the 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 is avaiiable. The Contractor may bring in 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 wor'�men who ar� carzful, competent, and £ully qualif_ied to per�orrn t'ne duties or tasks assigned to them, �nd the Engine�r may demand and secure the summary dismissal of any person or persons employed by the Contractor in o:r about or on the work who, in the opinion o.f the Owner, shall misconduct himself or be found to b� incompetent, disrespectful, intemperate, dishonest, or C7-7 (2) � C7-7.7 TIME OF COMMENCEMENT AND CUMPLETION: The Contractor shall commence the working operations within thP time specified in the Contract Documents and set forth in the Work Orde.r. Failure to do so shall be considered by the Owner as abandonment of �he Contract by the Contractor and the Owner may proceed a5 he sees fit. The Contractor shall maintain a rate of �rogress 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 establishPd in such documents and such extension of time as may be properly authorized by the Owner. 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 have occurred. Should an extension of the time of completion be requested such request will be for.warded to the City Council for approval . In adjusting the contract time for coznpletion of work, consideration will be given to unForseeable causes aeyond the control of and without t}ie fault or negligence of the Contractor, including but limited to acts of the public enemy, acts of the Owner, fire, flood, tor�nadoes, epidemics, quarantin� restrictions, strikes, freight embargoes, or 3elays of sub-contractors due to such causes. When the date of completion is based on a calendar day bid, a request for extension of time bPcause of inclement weather will not be consider�d. A request for extension of time due to inability to obtain.supplies and materials will be considered only when a r?view of the Contractor's purchase order dates and other per�inent 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 t'ne supplies and materials from alternate sources in case the first source cannot make delivery. If satisfactory execution and co.mpletion of the contract should require work and materiats in greater amounts o.r quantities than those s�t forfih in the approved Co.ntract Documents, then the contract ti.me may b� iri;r�:�sed by Change Order. ' �. �I ..� � � � � C7-7.9 DELAYS: The Contr�cto.r shall receive no compensation ' for delays or hindranc�s to the work, except when direct and '-r unavoidable Pxtra cost to the Contractor is caused by th� failure of thP City to provide information or �naterial, i E '"' C7-7 (�? � � i�i ' � � � � � � � 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 him found correct shall be approved and reFerred by him to the Council for final approval or disapproval; and the action thereon by the Council shall b� final and binding. If delay is caused by specific orders given by the Engineers 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 equivale.nt extension of time, his application for which shall, Y�owever, be subject to the approval of the City Council; and no such extension of time shall release the Contractor or the surety on his per:Eormance 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 tk�at 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 r~ the time required to y contract being bid successful bidder r.. completion speciEied L l.. � � � � indicated shall be a realistic estimate of complete the Work covered by the specific upon. The amount of time so stated by the or the City will become the time of in the Contract Documents. For each calendar day that any work shall after the time specified in the Contract increased time gzanted by the Owner, or increased by additional work or materials contract is signed, the sum per day given schedule, unless otherwise specified in o Contract Documents, will be deducted fr Contractor, not as a penalty, but as li suffered by the Owner. AMOUNT OF CONTRACT Less than $ 5,000 $ 5,001 to $ 15,000 $ 15,001 to $ 25,000 $ 25,001 to $ 50,000 $ 50,001 to $ 100,000 $ 100,001 to $ 500,000 C7-7 (5) remain uncompleted nocuments, or the as automatically orc��red af ter the in the following ther parts of the om monies due the quidated damages inclusive $ inclusive $ inclusive $ inclusive $ inclusive $ inclusive $ 35.00 45.00 63.00 105.00 154.00 210.00 $ 500,001 to $1,000,001 to $2,000,001 and over $1,00U,�00 inclusive $ 315.Q0 $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 �ereunder in the time specified by the Contract Documents would be incapable or v�ry, dif:Eicult of accurate estimation, and that the "Amount of Liquidatad 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 operatio�s 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 event the work is suspended by a Court Order. Neither will the Own�.r b� 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 Ownez shall have the right to suspend the work operation wholly or in part for such period or periods of time as he may deem necessa.ry due to unsuitable weather conditions or any other unfavorable 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 ternporary suspension of work covered by this contract, for any reason, the Owner will make no extr� payment for stand-by time of construction equipment and/or const.ruction crews. If it should beco�e n�cessa.ry to suspend work for an indefinite period, the Contractor shall store all materials in such manner that they will not obstru�t or impede the public unnecessarily nor become damaged in any way, and he shatl take every precaution to prevent dama�e or deterioration of the work performed; he shall pravide suitable drainage about the work, and erect temporary structures wh�re necessary. Should the Contractor not be ab12 to complpte a portion of the project due to �auses beyond the control of and without the fault or negligence of the Contractor as set forth in Paragra�h C7-7.8 EXTENSION OF THE 'rIME OF COMPLETION, and should it be determined by mutual consent of the Contractor and the Engineer that a solution to all�w construc�tion to proceed is not available wit�iin a reasonable period of time, then the Contractor rnay be reimbursed fr�r the cost of moving his equipment off tlze job and returning �the necessary equipment to the job when it is determi�zed by th� Engineer C7-7 (6) � ' �" � that constructi�n �nay be rasumed. Such reimbursement shall be based on actu�l cost to the Contractor of moving the equipment and no profit will be allowed. No reimbursement sha11 be allowed if_ the equipment is mov�d to another construction project for the City oE Fort �Vorth. The Contractor �hall not suspend work without written notice from the Engineer and shall proceed with the work operations promptly when notiEied 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 oE the United States or other l�wful authority, it �- becomes impossible for the Contractor to obtain all of the necessary labor, materials, and equipment for the prosecution � Q.E 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 eFEor`s w'nic:z have been made and .listing al1 necessary items of labo.r, � materials, and �quipment not obtainable. If, after investigations, the Owner finds that such conditions existing and that the inability of the Contr�ctor to proceed is not � attributable in whole or in part to the fault or sieglect of the Contract, tk�en i.f_ the Owner cannot after reasonable effort assist the Contractor in procuring and maki.ng available the �"' nec�ssary labor, materials and equipment within t}iirty days, , the Contractor may request the Owner to terminat� the contr.act and the �wner may comply wit}i the request, and th? termination -, shall be conditioned and based ��pon a Final settlement � mutually acceptable to both th� �wner and the Contractor and final payment sha11 be made in accordan�P with the t�_rms of t'ne agreed settlement, which shall inr_lude, but not be limite3 �" to, the nayment for all work executed but rio antir_ipated �. orofits on work which has not been perf�rmed. � � C7-7.14 SUSPENSION OR ABANDONMENT OF THE WORK AND ANNULMENT OF CONTRACT: The work o�oeration5 on all or any portion or section of the work under Cont.ract s'nall be suspendea immer�iat�ly on written order of_ thP Engineer or the �ontract m�y b� declared cancell�3 by the Ci.ty Council f.or any good an.3 sufficient cause. The following, !�y way of �xa.mple, 'out not oE lim.itation, may be consi�ereci grounds for susp�nsion or cancellation; a. Eailure of the Contractor to commence work operations within the time specified in the Work Orcte.r issued by the Owner. � � r7-7 (7) � � � b. Substanti�l evidence that progress of the work operations by Contractor is insufficient to comnlete the work within the specified time. c. Failure of the Contractor to provide and maintain suffic�ient labor and equipment to c�roperly execute the working operations. d. e. Substantial evidence that the Contractor has abandoned the work. Substantial evidence that the Contractor has become insolvent or bankrupt, or. otkierwise financially unable to carry on the work satis£actorily. f. FailurP 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 mak� 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 of illegally fraud on the contract. � � � evidence of collusion for the purpose procuring a contract or perpetrating � City in the construction of work under i. A substantial indic�tion that the Contracto�r has made an unauthorized assignment of the contract or any funds due ther�from for the benefit of any creditar or for any other purpose. J• k. If the Cont.ractor shall for any cause whatsoever not carry on the working operation in an acceptable manner. If the Cont.ractor commences legal action agai:�st the Owner. P, copy of the suspension order ar action of the City Council shall be served on the Contract�r's Sur�ties. When work is susnended for any cause or causes, or when the contract is cancelled, the Contrac�tor shall discontinue the work or such part ther`of as the Owner shall designate, whereupon the Sureties m�y, at i�heir o�tion, a�sume t'ne r_ontract or that portion thereof which the Own�r has ordered the Contractor to discontinue, and may perform th� same �r may, with the written C7-7 (8) f-1 � � � consent of the �wner, sublet the work or that portion of tkie work as taken over, provided however_, that the Sureties shall w ex�rcise their option, if at all, within two wee'�s after the written notice t� 3iscontinue the work nas been se.r_ved upon the Cont.ractor and upon the Sureties or t'neir authoriz�d ` agents. The Sureties, in such event shall assume the Contract<�r's place in all respects, �nd shall be paid by the � Owner far all work p�rformed by them in accordance with the terms o� the Contract Documents. All monies remaining due the Contractor at thz time o� this default shall thereupon become � due and payable to the Sureties as the work progress�s, subject to all of the terms of the Contract Document�. �. In case the �ureties do not, within the hereinabove specified � time, exercise their right and option to assume t'ne contract .responsiUilities, or that portion thereoF which t'ne Owner has ordered by the Contracto.r to discontinuP, then the Owner shall � have the power to complete, by contract or otherwis�, as it may determine, the work herein described or such part ti��reof as it ;nay deem necessary, and the Contractor her?to agr�es � that the Ow.ner shall have t�i� right to take posszssion oF an3 use any mate.rials, plants, tools, equipment, supplies, and property of any kind provided by the Contractor f�r 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 t'ne account o£ the Contractor of said contr�ct expense for labor, matPrials, tools, equipment, �'" and all expenses incidental thereto. The expense so c'narged ,, shall be deducted by the Owner fr�m such monies as may be due or anay b�come due at any time there�Ft�r to the Lontzactor_ �--, under_ and by virtue of_ the Contract .�.r any part t'n�re�f . T'ne � Owner shall not be r�quir�d to obtain the lowest bid for the work completin� the contract, but the �xp�ense to be deducted shall be the actual cost of the owner of such work. � In case such expenses �hall exceed th� am�unt which would have been payable under the Contract if the same had been compt��ed �"' by the Contractor, then the Con�cractor and his �uret.ies shail � pay th� aznount of such excess to the City on noti;:�� fr.��n th� Owner oE the excess due. When any particular nart �E the work -, is being carried on by the Ownar by contract or ot,l�rwis� � under the provisions of t'nis sec+:.ion, the Contractor shalt continue the Y'PRtd1X1(�P_L' of the w��ck in con�ormity wi.th the terms of the Contract Documents and i:� such a mann�r as to noL �" hinder or interterQ with performance o� the wor'�c by tlie �wner. C7-7.15 FULFILLMENT OF CONTRACT: The Contract will be �^ con�i.dered as having been fulfitled, aav� as pr�vid�d in any bond or oonds or_ ��y law, zahen all the work anc� a11 secti�ns or � parts �f the projec� covere�3 �y che Co.��ract �oc�zr�ents }zave �- C7-7 (9) � been finished and completed, the final inspectio� made by the Engineer, and the �inal acceptance and final payment made by the Owner. C7-7.16 TERMINATION FOR CONVENIENCE OF THE OWNER: A. NOTICE OF TERMINATIaN: The performance of the work under this contract may be terminated by the Owner in whole, or from time to tirne in part, in accordance with this section, whenever the Owner shall determine that such termination is in the best interest of the Owner. Any sucn termi�ation shall be effected by mailing a notice oF 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. R�ce.ipt of the notic� sha11 be deemed conclusively presumed and established when the letter is placed in the United Stat�s Mail by the Owner. Further, it shall be deemed conclu�ively presumed and established that such termination is made with just cause as therein stated; and no proof in any claim, demand or suit shall be required o£ the Owner regarding such disc.retionary 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 cont.ract on the date and to the. extent specified in the notice �f termination; 2. place no further orders or subcontracts for materials, services or facilities except as may be necessary for completion of �uch portion of the work under the contract as is not terminated; 3. terminate all or_ders and subcontr_acts to the extent that they r.elate to the performanc� of work t�rminated by tiiz notice of termination; 4. transfer title to th� mann�r, at th� if any, dir•�c�ed by the Owner. and deliver in times, and to t'ne extent, the Engineer: C7-7 (10) � � � L a. the Fabr icat�d or t.zn fabr ica+_ed ha r t5, work in process, comvl:�ted work, su�plins and otner mat�rial broducPd as a�art of, or acquir_ed in connection with the performance of, the work t�rminated by the notice of termination; and b. the completed, or partially completed plans, drawing.s, information and oth�r property which, if the contract had b�en comnleted, would t�ave been rec�uired to be furnished to the Owner.. 5. compl�te pe.rformance of such par� oF the work as shall n�t kiavQ been te.rminated by the notice of terminafiion; and 6. take such action as :nay be necessary, or as the EnginePr may direct, for the protection and preservation oF ttie property related to its contract which i� in the possession of the Contractor and in which the �wner has �r_ �nay acquire the rzst. � At a time not later than 30 days •�itec the termination date specifxed in the no�ice of termination, the Contzactor_ may submit to the �"! Engineer a list, certified as to quantity and d guality, of any or all items of termination inventory not previously disposed of, exclusive of ,.., it�ms th� disposition oE which has been dir�cL�d or authorized by the Engineer. Not later than 15 days �'* theraafter, the Owner shall acceot titte to sucti items pro��ider�, that the list submitted shall 'oe �" subject to verif_ication by tlze Engineer upon L removal of th�� it�ms or, iE the items are stor�d, within 45 days from ttle date of submission of th� � list, �nd any necessary adj�zstments to correct th� list as su�mitted, sha11_ be mad� prior to Final � settlement. C. TERMINATION CLAIM: Wi`hin 6U days ai�er notice of � ter.min3tion, the Contract�r shall submit his termination claim to the Engi�eer in the L-or_m and �' with the certification �r�rescri'pe�3 by the Engi�eer. Unl�ss one or more ext�ns.i�ns in wrici�ig ar�� granted by the Owner ��on re:�u�st t�E tn�� Contr�ctor, �nade in writing within sucn 60-3ay period or authorized �xtensio.n thereof, anj� and al_1 ' such claims s?zalt bP conclusiv�ly deemn;� wai�.��d. � C7-7 (11) � D. AMOUNTS: Subject to the provisions of Item C7-7.16(C), the Contractor and Owner may agree upon the whole or any part o.f the arnount or amounts to be paid to the Contractor by reason of the total or partial termination of work pursuar�t hereto; provided, that such agreed amount or amounts shall never exceed the total contract price as reduced by the amount of payments otherwise made and as furt'ner reduced by the contract price of work not terminated. The contract shall be amended accordingly, and the Contractor shall be paid the agreed amount. Na amount shall be due for lost or anticipated profits. Nothing in C7-7.16(E) hereafter, prescribing tne amount to be paid to the Contractor in the event of failure of 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 �mounts which ►nay 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 tha Owner to agree as prr�vided in C7-7.16 (D) upon the whole amount to be paid to the Contractor by reason of th� termination of 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 a.rriving at the amount due the contractor under this section, there shall be deducted (a) all unliquidated advance or other payments on account theretofore made to th� Contractor, applicable to the terminatec� po.rtion of this co.ntract; (b) any claim which the Owner rnay have against the t�ontractor in connecti�n with this contract; and (c) the agreed price fo.r, or the proceeds of sale of, �ny materials, suppli�s or other things k�pt by the Contractor or sold, pursuant to the �rovisions of this clause, an3 not otherwise r�cover�d by or credited to the Owner. G. ADJUSTMENT: If the termination h�reunder be oartial, prior to the settlement of the terminated portion of this cont.ract, the Contractor may file with the Engineer � request in writing f�r an C7-7 (12) � � r L � � � � equitable adjustment of the price or prices specified in the contract relating to the continued portion of the �ontract (the portion not terminated by the notice o� termination), such equitable adjustment as may be �greed upon shall be made in such price or prices; nothing contained herein, however, shall limit the right of the Owner and the Contractor to agree upon the amount or amounts to be paid to the 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: Nothing contained in this section shall limit or alter th� rights which the Owner may have for termination of this contract under C7-7.14 hereof entitled "Suspension of Abandonment of the work and Amendment of Contract" or any other right which 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 precautians and programs in connection with the work at all times and shall assume all responsibilities for their r.,. enforcement. � The Contractor shall laws, ordinances, and property from injury, � with the work. � , i � � 1 0 comply with federal, state, regulations so as to protect including deatho or damage in and local person and connection � C7-7 (13) � � PART C - GENERAL CONDITIONS C8-8 MEASUREMENT AND PAYMENT L � � � SECTION C8-8 MEASUREMENT AND PAYMENT C8-8.1 MEASUREMENT OF QUANTITIES: 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 items 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, finished, overhead expense, bond, insurance, patent fees, royalties, risk due to the elements and other causes, delays, profits, injuries, damages claims, taxes, and all other items not specifically mentioned that may be required to fully construct each i�em 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 renresent the total cost for !'�' the Contractor to furnish all labor, tools, materials, a machinery, equipment, appurtenances, and all subsidary work necessary for the construction and completion of all the work --~ to provide a compl�te 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 unforesee�i defects or obstructions which may arise or be - encountered during the prosecution of the work at any time � r^ C8-8 (1) '1 � before its final acceptance by the Owner, (except as provided in paragraph CS-5.14) for all risks of whatever description connected with the prosecution of the work, for all expense incurred by or in consequence oF suspension or discontinuanc� 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 completeing the work in an accepta'�le manner according to the terms o£ the Contract Documents. The payment of any current or partial estimate prior to final acceptance of the �ork by the Owner shall in no way constitute an acknowledgment of_ the acceptance of the work, materials, or equipment, nor in any way prejudice o.r atfect the obligations of the Contrac�or 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, imperfection, or damage shall have been discovered on or before the final inspection and acceptance of work or during the one year guaranty period after 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 thP same as provided herein. C8-8.5 PARTIAL ESTIMATES AND RETAINAGE: Between the lst and 5th day of each month the Contracter 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 lOth day of the month the Engineer shall verify such estimatP, and if it is found to be acceptable and the value of work performed since the last partial payment was made exceeds one hundred doll�rs ($100.00) in amount, 90$ of such estimated sum will be paid to the �ontractor if the total contract amount is less than $400,000, or 95� of such estimate3 sum will be paid to the Contractor if the total contract amount is $400,000 or greater within twenty-five (25) days a�t�r the regular estimate period. The City will have the option of preparing estimates on F�rms furnished by the City. The partial estimate may include acceptable nonp?ris�able mat�rials deliv�red to the work which are to be incorporated into t'ne work as � perrnanent part thereof, but which at the th� time �f the estimate iiave not been installed, (such payment will be allowed on a basis �f 85$ of the net invoice value thereof.> T�e Contrar_ca.r shall furnish the Engineer such information as he may request to aid �8-8 (2) � , � � �` �.. � him as a guide in the verification or the preparation of partial estimates. It is understood that the partial estimate from month to month will be approximate only, and all partial monthly estimates and payment will be subject to correction in the estimate rendered following the discovery of an erro.r 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 quality 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 o.r provisions of this contract. 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 the 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 app.roved modifications thereof, the Engineer will initiate the processing of the final estimate and recommend final acceptance of the project and final payment therefor as outlined in 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 p�art 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 subject to payment. �' 4' estimates upon which payment has been made �re necessary corrections or r�visions in the final C8-8 (3) The amount of the final estimate, less previous pay�ents and a�y sum that have been deducted or retained under the provisions of the Contract Documents, will be paid to the Contractor within 6Q days after final acc�ptance by the Owner on a praper resolution of the City Council, provided the Contractor has furnished to the Owner satisfactory evidence of payment as follows: Prior to submission of the final estimate for payment, the Contractor shall exe�ute an affidavit, as £-urnished by the City, certifying triat all persons, £irms, associations, corporations, or ot'ner organizations furnishing labor and/or materials have been paid in full, that the wage scale established by the City Counci.l in the City of Fo.rt Worth has been paid, and that there are no claims pending for p�rsonal injury and/or property damages. The acceptance by the Contractor of the last or final payment as aforesaid shall operate as and shall rel�ase the Owner from all claims or liabilities under the Contract for anything done or furnished or relating to the work under Contract Documents or any act or neglect of said City relating to or connected with the Contract. The making of_ the final payment by the Owner shall not zelieve the Contractor of any guarantees or other requ.ir�ments of the Contract Documents which speciEically continue thereafter. C8-8.9 ADEQUACY OF DESIGN: It is understood that the Owner believes it has employed competent Engineers and desig��rs to prepare the Contract Documents and aZl modifications of the approved Contract D4cuments. It is, therefore, agreed that the Owne.r 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 modifica�ions thereof_, and additions and alterations thereto approved in writing by the Ow•ner. The burden of proof of such complianc� shall be upon the Contractor to show that he has complied with the said requirements of the Contract Documents, approved modifications thereof, and all approved additions and alterations thereto. C8-8.10 GENERAL GUARANTY: Neither the final certificate of payment nnr any provision in tne Contract �ocuments nor Partial or entire occuoancy or use of the p.re�nises by the Owner shall constitut� an acceptance of work not �one i� accordance witn the Contract Documents or relieve the Contractor of liability in respect to any ex�ress warranties or responsibility for faulty mater�als or workm�nship. The Contr�ctor shall remedy any d�fec�s or damage5 in the work and C8-8 (4) � ' �^ pay for any damage to other wo.rk 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 andshall 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 outline. The Owner will give notice of observe� 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, L shall be considered as a subsidiary item of work, the cost o.f 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 tre 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 matzrial will be made for only that amount of f`' material used, measu.red to the nearest one-tenth unit. �„ Payment for miscellaneous placement of matzrial shall be in accordance with the General Contract Documents regardless of � the actual amount used for the project. '" C8-8.13 RECORD DOCUMENTS: Contractor shall keep on record a copy of all specifications, plans, addenda, modifications, � shop drawings and samples at the site, in good order and annotated to show all changes made during the construction process. These shall be delivered to Engineer upon completion �' of the work. .-, � ' ' � �C8-8 (5) , � ' 1 � � '�' � � � 1 1 1 �� 1 � t 1 Supplementary Conditions to Section C � � SECTION Cl: SUPPLEMENTARY CONDITIONS TO PART C- GENERAL CONDITIONS A. General F` 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. C3-3.2 MINORITY BIJSINESS ENTERPRISE/WOMEN-OWNED BUSINESS ENTERPRISE COMPLIANCE: Page C3-3 (1), should 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 (1V�E) 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) andlor 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 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. C. C3-3.7 BONDS: Page C3-3 (3), the paragraph after subparagraph d. Change the paragraph to read as follows: � "No sureties will be accepted by the owner which are at the time in default or delinquent ,q 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 the surety shall be acceptable to the owner. In order for a surety to be acceptable to the City, (1) the name of the surety shall � be included on the current U.S. Treasury List of Acceptable Sureties {Circular 870}, or (2) the surety must have capital and surplus equal to ten times the amount of the bond. . The surety must be licensed to business in the state of Texas. The amount of the bond �'" shall not exceed the amount shown on the Treasury list or one-tenth (1/10) of the total . capital and surplus. If reinsurance is required, the company writing the reinsurance must be authorized, accredited or trusteed to do business in Texas." � D. C8-8.5 PARTIAL ESTIMATES AND RETAINAC7E: 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 Sth 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 Revised Pg. 1 r' 6/04/99 � � � 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%). L � � � E. �'" ' F. � G. LW F"° � � L � �d � � Revised 6/04/99 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 conection 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 acceptarice 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 payrnent of any partial estimate if the Contractor fails to perform the work in strict accordance with the specifications or other provisions of this contract. C3-3.11 INSTJR.ANCE: Page C3-3 (5): Delete subparagraph "a. COMPENSATInN INSLTRANCE" C3-3.11 INSiTRANCE: Page C3-3 (6): Delete subparagraph "g. LOCAL AC'TENT FnR INSI.TRANCE AND B(�NDIN�" �-6.12 CONTRACTOR'S RESPONSIBLITY FOR DAMAGE CLAIM�: Page C6-6 (8), should be 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 any such iniury. dama�e �r death is caused. in whole or in part. bv the ne�ence or alleged ne�ence of Owner. its of�cers. servants, or emplovees. 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 damc��e is caused in whole or in nart hy the ne�ence or alle�ed negligence of Owner, its of�cers. cervants Pg. 2 � or em�lovees.. �'1 � 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. � Revised Pg. � �' 6/04/99 � � � � u � � � a fl � � � a � 0 � Part D - �pecial Conditions 0 0 0 � PART D - SPECIAL CQNDiT10NS 0 L�J �J II� � �J IJ L�J ;�1 � � � I�� LI � � D-1 AWARD OF CONTRACT ....................................................................................... SC-4 D-2 SUBMISSION OF CONTRACT DOCUMENTS ...................................................... SC-4 D-3 GENERAL .............................................................................................................. SG5 D-4 TAX EXEMPTIONS ................................................................................................ SG7 D-5 PROJECT DESIGNATION ..................................................................................... SG7 D-6 EQUAL EMPLOYMENT PROVISIONS ............................••••.••...•........................... SC-7 D-7 PRE-CONSTRUCTION CONFEREI�CE ......................••....•................................... SC-7 D-8 COORDINATION MEETINGS ................................................................................ SC-7 D-9 PROJECT ABANDONMENT .................................................................................. SC-7 D-10 BREAKDOWN OF BID PROPOSAL ...................,................................................... S:C-7 D-11 INDEMNIFICATION ............................................................................................... SC-7 D-12 CONTRACTOR COMPLIANCE WITH WORKER'S COMPENSATION LAW ......... SC-8 D-13 MINORITY AND WOMENS BUSINESS ENTERPRISE (M/WBE)COMPLIANCE...SC-10 D-14 CALENDAR DAY ....................................................................................,............. SC-12 D-15 SUBSIDIARY WORK ...............................................................,............................. SC-12 ' D-16 WAGE RATES ...................................................................................................... SC-12 D-17 EASEMENTS AND PERMITS .................................:............................................. SC-15 D-18 COORDINATION WITH FORT WORTH WATER DEPARTMENT ........................ SC-15 D-19 DAMAGE TO PRIVATE PROPERTY .................................................................... SC-15 D-20 SHOP DRAWINGS .................r............................................................................. SC-15 D-21 CROSSING OF EXISTlNG UTILITIES .................................................................. SC-16 D-22 EXISTING UTILITIES AND IMPROVEMENTS ............:......................................... SC-16 D-23 CONSTRUCTION TRAFFIC OVER PIPELINES ...:............................................... SC-17 D-24 TRAFFIC CONTROL ............................................................................................. SC-17 D-25 PAYMENT .....................:....................................................................................... SC-18 D-26 DELAYS ......................................... . ........................ . ....................................... SC-18 _ _ .... .... D-27 DETOURS ................................... !. ....................:.............................................. SC-18 D-28 BARRICADES AND WARNING SI�NS ................................................................ SC-18 D-29 EXAMINATION OF SITE .............................................:......................................... SC-19 , D-30 ZONING COMPLIANCE ................�........................................................................ SC-19 D-31 WATER FOR CONSTRUCTION ...I .................................................................�...... SC-19 D-32 WASTE MATERIAL .......................�......................:�................................................ SC-19 D-33 CLEANUP FOR FINAL ACCEPTA�ICE ................................................................. SC-19 D-34 PROPERTY ACCESS ..................:........................................................................ SC-19 D-35 CONSTRUCTION SCHEDULE AND SEQUENCING OF WORK .......................... SC-19 D-36 SAFETY RESTRICTIONS - WORK NEAR HIGH VOLTAGE LINES ..................... SC-19 D-37 �CONTRACTOR'S RESPONSIBILITY FOR DAMAGE CLAIMS ..............:.............. SC-20 D-38 SANITAF�,Y FACILITIES FOR WORKERS ............................................................. SC-21 D-39 LEGAL RELATIONS AND RESPONSIBILITIES TO T�iE PUBLIC ........................ SC-21 D-40 RIGHT TO AUDIT ........................................................ ... SC-21 ...................................... D-41 INCREASE OR DECREASE IN QUANTITIES .........................�............................ SC=22 D-42 CUTTING OF CONCRETE .................................�................................................. SC-22 D-43 PROJECT DESIGNATION SIGN .......................................................................... SG23 D-44 CONCRETE SIDEWALK AND DRIVEWAY REPLACEMENT ............................... SC-23 D-45 MISCELLANEOUS PLACEMENT OF MATERIA� ................................................. SC-23 D-46 TYPE "C» BACKFILL ............................................................................................. SC-23 D-47 CRUSHED LlMESTONE BACKFILL ..................................................................... SC-24 D-48 2:27 CONCRETE .................................................................................................. SC-24 D-49 TRENCH EXCAVATION, BACKFILL AND COMPACTION ................................... SC-24 � o��8iss SC-1 PART D - SPECIAL CQNDITIONS D-50 PAVEMENT REPAIR (E2-19) ............................................................................... SC-25 D-51 TRENCH SAFETY SYSTEM FOR WATER DEPARTMENT PROJECTS ONLY... SC-26 D-52 SANITARY SEWER MANHOLES ......................................................................... SC-27 D-53 SANITARY SEWER SERVICES ........................................................................... SC-30 D-54 NOT USED.......� ..........................�......................................................................... SC-31 D-55 REMOVAL, SALVAGE AND ABANDONMENT OF EXISTING FACILITIES.......... SC-31 D-56 DETECTABLE WARNING TAPES ........................................................................ SC-33 D-57 PIPE CLEANING ................................................................................................... SC-33 D-58 BARRICADES, WARNINGS AND FLAGMEN ....................................................... SC-33 D-59 DISPOSAL OF SPOIL/FILL MATERIAL ................................................................ SC-33 D-60 MECHANICS AND MATERIALMEN'S LIEN .......................................................... SC-34 D-61 SUBSTITUTIONS ..........................................................................:....................... SC-34 D-62' PRECONSTRUCTION TEL�VISION INSPECTION/SANITARY SEWER LINES..,SC-34 D-63 VACUUM TESTING OF.SANITARY SEWER MANHOLES ................................... SC-37 D-64 BYPASS PUMPING .............................................................................................. SC-38 D-65 POST-CONSTRUCTION TELEV.ISION INSPECTION OF SANITARY SEWERS . SC-39 D-66 SAMPLES AND QUALITY CONTROL TESTING .................................................. SC-40 D-67 TEMPORARY EROSION SEDIMENTS AND WATER POLLUTION CONTROL... SC-41 D-68 INGRESS AND EGRESS/ ACCESS TO DRIVES ..................................:.............. SC-42 D-69 PROTECTION OF TREES, PLANTS AND SOIL ................................................... SC-42 D-70 _ SITE RESTORATION ............................................................................................ SC-42 D-71 STANDARD PRODUCT LIST ...................................................:............................ SC-42 Q-72 STATE REVOLVING FUND (SRF) REQUIREMENTS .......................................... SC-43 D-73 TOPSOIL, SODDING AND SEEDING ................................................................... SC-43 D-74 CONFINED SPACE ENTRY PROGRAM ...................�.................:......................... SC-48 D-75 SUBSTANTIAL COMPLETION INSPECTION/FINAL INSPECTION .................... SC 48 D-76 EXCAVATION NEAR TREES ........� ....................................................................... SC-49 D-77 CONCRETE ENCASEMENT OF SEWER PIPE �.., ................................................ SC-50 D-78 CLAY DAM ............................................................................................................ SC-50 D-79 EXPLORATORY EXCAVATION (D-HOLE) ........................................................... SC-50 D-80 INSTALLATION OF WATER FACILITIES ............................................................. SC-50 80.1 POLYVINYAL (CHLORIDE PVC) WAl`ER PIPE ................................................... SC-51 80.2 BLOCKING ..................,......................................................................................... SC-51 80.3 TYPE OF CASING PIPE ....:..................................................................�...,............ SC-51 80.4 TIE-INS ..........................................•......................:................................................ SC-51 80.5 CONNECTION Cl'F EXISTING MAINS .................................................................. SC-51 80.6 VALVE CUT-INS ..............................................................:.................................... SC-52 80.7 WATER SERVICES .............................................................................................. SC-52 80.8 2-INCH TEMPORARY SERVICE LINE ................................................................. SC-54 80.9 ADJUST MANHOLES AND VAULTS (UTILITY CUT) ........................................... SC-55 80.10 ADJUST WATER VALVE BOXES ......................................................................... SC=55 80.11 PURGING AND STERILIZATION OF WATER LINES ........................................... SC-55 80.12 WORK NEAR PRESSURE PLANE BOUNDARIES ................................,.............. SC-56 � 80.13 WATER SAMPLE STATION ................................................................................. SG56 80.14 DUCTILE IRON AND GRAY IRON. �ITTINGS ...................................................... SG56 D-81 SPRINKLING FOR DUST CONTROL .................................................................... SC-57 D-82 DEWATERING .......................................................... .................. SC-57 .......................... D-83 TRENCH EXCAVATION FOR DEEP TRENCHES ................................................ SC-57 D-84 TREE PRUNING ................................................................................................... SC-57 o��eiss SC-2 � Q � � � �� I � � � � � � � � � � � � � .: � .. 05/18/99 PART D - SPECIAL CONDITiC?NS TREEREMOVAL ................................................................................................. SC-59 TESTHOLES ......................:..........................................:.................................... SC-59 SC-3 PART D - SPECIAL CQNDITIONS FOR: REHABILITATION OF FORT WORTH, TEXAS . DOE PROJECT NO. SEWER PROJECT NO. D-1 AWARD OF CONTRACT: The City reserves the right to abandon without obligation to the contractor, any part of the project, or the entire project, at any time before the contractor begins any construction work authorized by the City. Award, if made, shall be to the responsive low bidd.er. The following shall apply for contract documents with multiple units of work. Each unit represents a separate project, each with an individual M/WBE specification and proposal section. The proposal sections are arranged to allow prospective bidders to submit bids on one unit, some of Fthe units, or all of the units. Award of contract(s), if made, shall be to the responsive low bidder for each individual unit. If a contractor is the responsive low bidder on two units or more, a single set of contract documents consisting of all applicable units will be created and one single award of ..contract shall be made. The Contractor shall comply with the City's M/WBE Ordinance on each unit. Bidders shall submit individual and` separate monthly M/WBE reports for each Unit� included in the Contract. Construction time on all units will run concurrently. For situations involving approved contracts with multiple' units, the total allowable construction completion time period for all the units shall be the same as the unit with the longest construction time period. � D-2 SUBMISSION OF CONTRACT DOCUMENTS, CONSTRUCTION START TIME AND PRE-CONSTRUCTION SUBMITTALS:. The contractor(s) shall execute and return the contract documents to the Department of Engineering within ten (10) working days after notification by the City. A Pre-Construction meeting date will be established and noted in the Letter to Contractor. The effective work order date will be set at the pre-construction conference. The contractor(s) shall be required to start construction on the project no later than ten (10) calendar working days after the pre-construction meeting date. The City shall begin to charge time on the project to the contractor eleven days after the pre-construction meeting date. Per City ordinance 11923,. the contractor(s) shall submit the letters of intent or a copy of the agreements with the approved M/WBE subcontractor(s) at or before the pre-construction conference. To expedite MMlBE compliance contractors are strongly encouraged to submit the executed letters of intent (with M/WBE subcontractors) at the time of submittal of the UTILIZATION FORM or GOOD FAITH EFFORT FORM. The letter(s) must be signed by both parties. If the contractor(s) fails to submit the letter(s) or agreement(s), the contractor(s) will not be allowed to begin work. Time on the project will start to accumulate at the end of the ten (10) days as stipulated above. Additional submittals at time of pre-construction meeting shall include (but not limited to): Contractors Work Plan and Schedule Disposal Site for Waste Material Information Sub-Contractor ldentification o�� ss S C-4 L�J L�J � L!! � � ,'�1 LJ PART D - SPECIAL CQND11"14NS Trench Safety Design (if required) Confined Space Entry Program Name and number of a responsible person for off hour emergencies Project schedule which must reflect a project completion date to� be determined by the completion time period stipulated in the proposal section. The pre-construction conference is intended as a forum, between the contractor and the appropriate City staff to go over the project in detail and to afford th� contractor the opportunity to submit all the required documents listed above. . If the contractor fails to submit any of the required documents, the contractor will not be allowed to begin work and time on the project will start to accumulate. D-3 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. Ptans � � 2. Contract Documents 3. Special Conditions n The following Special Conditions shall be applicable to this project and shall govern over any li conflicts with the General Contract Documents 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 one (1) year from date �of final acceptance of this project by the City Council of the City of Fort Worth and will be required to replace at his expense any part or all of this projec# whi�h becomes defective due to these causes. I�� u The City reserves the right to abandon, without obligation to the Contractor, any part of the project, or the entire project, at any time before the Contractor begins any construction work authorized by the City. Contract, if awarded, shall be as described in "Award of Contract" above. Subject to modifications as herein contained, the Fort Wbrth 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 Q shown or mentioned in the other shall be accomplished or furnished in a faithful manner as though required by all. � �J � 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 Wo�th Water Department General Specifications, which general specifications shall govern performance of all such work. o�✓�s�ss SC-5 PART Q - SPECIAL CQNQITI4NS This contract and project, where applicabie, 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 2. STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION - NORTH CENTRALTEXAS 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 specifica�ions 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: . p 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 officia,l �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 nn t 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 publi�ly read aloud, the proposals for which non-consideration requests have been properly filed maX, 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. o��aiss SC-6 IJ � � �;1 L�aJ �� u � �� J PART D - SPECIAL CQNDITI4NS D-4 TAX EXEMPTIONS: This contract is issued by an organization which qualifies for exemption pursuant of the provisions of Article 20.04(F) of the Texas Limited Sales, Excise and Use Tax Act. All equipment and materials not consumed by or incorporated into the project construction, are subjecf`to State sales tax under House Bill 11, enacted August 15, 1991. All such taxes shall be included in the various amounts on the Proposal Form. The successful Bidder shall be required to submit a breakdown befinreen labor and material costs prior to execution of the contract. D-5 PROJECT DESIGNATION: � Construction under these Special Documents shall be performed under the Project Designation: Project No. PS46-07046410260 D-6 EQUAL EMPLOYMENT PROVISIONS: Contractor shall comply with City Ordinance Number 7278 as amended by City Ordinance Number 7400 (Fort Worth City Code Sections 13- A-21 through 12-A-29) 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 acquire� from the Equal Employment Officer. � D-7 PRE-CONSTRUCTION. CONFERENCE: Before the project work order is issued, a pre- construction conference shall be held with.representatives of the.following agencies present: City Engineering Department, City Water Department, City Public Works Department, other interested City Departments (such as Traffic), interested utility companies (such as gas, telephone, and electric), Design Engineer and the �successful Contractor. Contractor shall submit a schedule of operations at the pre-construction conference. D-8 COORDINATION MEETINGS: 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-9 PROJECT ABANDONMENT: The City reserves the right to abandon, without obligation Q to the Contractor, any part of the project, or the entire project, af any time before the Contractor begins any construction work authorized by the City. Q • D-'i 0 BREAKDOWN OF BID PROPOSAL: When requested b'y the Engineer, the Contractor shall furnish a cost breakdown of those bid items shown in the Proposal as lump sum items. This information is for use in the preparation of a recommendation to the City for award of contract. '� ��I J � � D-11 INDEMNIFICATION: The Contractor agrees to fully indemnify and save whole and harmless the City, Owner and Engineer from all costs or damages arising out of any real or asserted claim or cause of actior� against it of any.kind or c�iaracter and in addition from any and all costs or damages arising out of any wrongs, injuries, demands or suits for damages, either real or asserted, claimed against it that may be occasioned by any act, omission, neglect or misconduct of the said Contractor, his agents, servants and employees. The Contractor further agrees to comply with all applicable laws, regulations, ordinances, building and construction codes of the City of Fort Worth and State of Texas and with any regulations for the protection of workers which may be promulgated by the Government and shall protect such work with all o��8�ss SC-7 PART D - SPECIAL CQNDITIUNS necessary lights, barriers, safeguards and warn'ings as are provided for in said specifications and in the ordinances of said City. D-12 CONTRACTOR COMPLIANCE WITH WORKER'S COMPENSATION LAW: A. Def nitions: 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-- ineludes. the time from the beginning of the work on the project until the contractor'slperson'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 govemmental 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 proje'ct, the contractor must, prior to the end c�F 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: A certificate of coverage, prior to that p�rson governmental entity will have on file certificates persons providing services on the project; and beginning work on the project, so the ^� of coverage showing• coverage for all � o��aiss SG-8 � J 0 ��i LJ � � � � I�l PART D - SPECIAL CQNDITIONS 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 o� the project. F. The contractor shall retain all required certifcates 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; � �1 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 a, one year thereafter. � 6. Notify the gover�nmental 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 � 4. Obtain from each other person with whom it contracts, and provide to the'Contractor: Q05/18/99 SC-9 PART D - SPECIAL CQNDITiQNS 7. Contractually require each person with whom it contracfs, 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. 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 ar�d 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-lnsurance Regulation. Providing false or misleading information may subject the contractor to administrative, criminal, civil penalties or other civiP�actions. � 9. The contractor's failure to comply with any of these provisions is a breach of con�ract 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 change�: "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' compen�ation insurance. This includes persons providing, hauling, or d�livering 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)440-3789 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-13 MINORITY AND WOMENS BUSINESS ENTERPRISE (M/WBE) COMPLIANCE: In accordance with City of Fort Worth Ordinance No. 11923, the City of For� Worth has goals for the participation of minority business enterprises and women business enterprises in City contracts. The Ordinance is incorporated in these specifications by reference. A copy of the Ordinance may be obtained from the Office of the City Secretary. Failure to comply with the ordinance shall be a material breach ,of contract. o��a�ss SC-10 l� u '� '�! !�J u � � 'J ��J � � � PART Q - SPECIAL CQNDIiIONS The M/WBE UTILIZATION FORM, M/WBE GOALS WAIVER FORM AND GOOD FAITH EFFORT FORM, as applicable, must be submitted within five (5) city business days after bid opening. Failure to comply shall render the bid nbn-responsive. Upon request, contractor agrees to provide the City complete and accurate information regarding actual work performed by a Minority or Women Business Enterprise (M/WBE) on the contract and payment thereof. 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 acts (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 statement. Further, any such misrepresentation (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 years. The City will consider the contractor's performance regarding its M/WBE program � in the evaluation of bids. Failure to comply with the City's M/WBE Ordinance, or to demonstrate "good faith effort", shall result in a bid being rendered non-responsive to specifications. � Contractor shall provide copies of subcontracts or co-signed letters of intent with approved M/WBE subcontractors prior to issuance of the Notice to Proceed. Contractor shall also provide monthly reports on utilization of the subcontractors to the City's M/WBE office. TF�e Contractor may count first and second tier subcontractors and/or suppliers toward meeting the goals. The Contractor may count toward its goal a portion of the total dollar amount of the contract with a joint venture equal to the percentage of the M/WBE participation in the joint venture for a clearly defined portion of the work to be performed. All MIWBE contractors used in meeting the goals must be certified prior to the award of the Contract. The M/WBE contractor(s) must be certified by either the North Central Texas Region�l Certification Agency (NCTRCA) or Texas Department of Transportation (TxDOT), Highway Division and must be located in the nine (9) county marketplace at time of bid. The Contractor shall contact all such M/WBE subcontractors or suppliers prior to listing them on the M/WBE utilization or good faith effort forms as applicable. Failure to contact the listed M/VVBE subcontractor or supptier prior to bid opening may result in the rejection bf bid as non-responsive. � Whenever a change order affects the work of an M/WBE subcontractor or supplier, the M/WBE �' shall be given an opportunity to perform the work. Whenever a change order exceeds 10% of the ' original contract, the M/WBE coordinator shall determine the goals applicable to the work to be performed under the change order. L�J � � � During the term of the contract the contract shall: 1. Make no unjustified changes or deletions in it's M/WBE participation commitments submitted with or subsequent to the bid, and, 7, 2. If substantial subcontracting and/or substantial supplier opportunities arise during the term of the contract which the contractor had represented he would perform with his forces, the contractor shall'notify the City before subcontracts or purchase orders are let, and shall be required to comply with modifications to goals as determined by the City, and , � � o��siss �SC-11 � PART D - �SPEGIAL CQNDITi4NS 3. Su'bmit a REQUEST FOR APPROVAL OF CHANGE FORM, if the contractor desires to change or delete any of the M/WBE subcontractors or suppliers. Justification for change may be granted fdr the following: a. Failure of Subcontractor to provide evidence of coverage by Worker's Compensation Insurance. b. Failure of Subcontractor to provide required general liability of otheryinsurance. c. Failure of Subcontractor to execute a standard subcontract form in .the amount of ttre proposal used by the Contractor in prepa�ing his M/WBE Participation plan. d. Default by the M/WBE subcontractor or supplier in the performance of the subcontractor. Within� ten (10) days after final payment from the City, the contractor shall provide the M/1NBE Office with documentation to reflect final participation of each subcontractor and • supplier used on the project, inclusive of M/V1/BEs. D-14 CALENDAR DAY: Delete paragraph C1-1.24, in P.�rt C-General Conditions, in its entirety and substitute the following new paragraph: C1-1.24 Calendar Dav: A Calendar day is any day of the week or month. The Contractor will not be allowed to work on Sund`ays or any holidays observed by the City of Fort Worth. D-15 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 wtiich shall be included in the price bid in the Proposal for each bid item. Surface restoration, removal and replacement of fencing, and cleanup are general items of work which fall in the category of subsidiary work. D-16 WAGE RATES: The labor classifications ar�d minimum wage rates set forth herein have ' been predetermined by the City Council of the City of Fort Worth, Texas, in accordance with statutory requirements, as being the prevailing classifications and rates that shalJ govern on all work performed by the Contractor or any Subcontractor on the site of the project covered by these Contract Documents. In no � event shall less than the following rates of wages be paid. (Attached) CITY OF FORT WORTH HIGHWAY CONSTRUCTION PREVAILING WAGE RATE FOR 1995 CLASSIFICATiON RATE CLASSIFiCATION Air Tool Operator Asphalt Raker $7.554 $8.565 o��aiss . SC-12 Form Liner Form Setter (Pav & Curb) � � � C� � � � � -�-� � � � � � � RATE n $8.913 � $8.686 � � � � � � � � � � � � � � � � � � � � Asphalt Shoveler Batching Plant Weigher Batterboard Setter Carpenter Concrete Finisher (PAV) Concrete Finisher (STRS) Concrete Rubber Electrician Flagger Form Builder (STRS) PART Q - �PECIAL CQNDITIONS $8.255 $9.371 $8.920 $9.447 $9.345 $9.058 $7.733 $12.761 $5.598 $8.717 Form Setter (Structures) Laborer, Common Laborer, Utility Mechanic Oiler Servicer Piledriver Pipelayer Blaster 0 0 0�� 99 SC-13 0 $8.427 $6.402 $7.461 $10.658 $8.698 $8.104 $7.500 $8.509 $11.333 PART' D - SPECIAL CQNDITIONS CLASSIFICATION RATE CLASSIFICATION RATE POWER EQUIPMENT OPERATORS Asphalt Distributor $8.404 Asphalt Paving Machine $9.053 Broom or Sweeper Operator $7.908 Bulldozer, 150 HP or Less $8.703 Bulldozer, Over 150 HP $9.�60 Concrete Paving Curang Mach.$8.213 Concrete Pav Finishing Mach. $9.453 Concrete Paving Form Grader$8.500 Concrete Paving Joint Mach. $9.042 Concrete Paving Joint Sealer $7.350 Concrete Paving Float $7.875 Concrete Paving Saw $9.290 Concrete Paving Spreader $9.750 Slipform Machine $9.000 Crane, Clamshell, Backhoe, Derrick, Dragline, Shovel (Less than 1 %z cy) � $9.513 Crane, Clamshell, Backhoe, D.errick, Dragline, Shovel (1 %z cy & Over) � $10.517 Crushing or Scrng Plt Opr. $9.500 Elevating Grader Foundation Drill Oper. (Crawler Mounted) $10.000 Foundation Drill Operator ' (Truck Mounted) $11.138 Foundation Drill Opr Helper Front Ent Loader (2 %z CY or Less) $8.823 Front Ent Loader (Over 2 % CY) $9.311 Hoist (Double Drum & Less) $8.917 Milling Machine Operator $6.650 Mixer (Over 16 CF) $9.000 Mixer (16 CF & Less) $7.913 Mixer - Concrete Paving $9.500 Motor Grader Operator (Fine Grade) $10.346 Motor Grader Operator $9.891 Pavement Marking Machine $6.402 Posthole Driller Operator $9.000 Roller, Steel Wheel (Plant-Mix Pavements) $8.339 Roller, Steel Wheel (Flatwheel or Tamping) $7.963 Roller, Pneumatic Self-Pro $7.403 Scraper - 17 CY & Less $8.138 Scraper - Over 17 CY $8.205 Side Boom $7.793 Tractor - Crawler Type (150 HP & Less} �8.448 Tractor - Crawler Type (Over 150 HP) $8.873 Tractor - Pneumatic $7.735 Traveling Mixer $7.615 Trenching Machine - Light $8.188 Trenching Machine - Heavy $12.498 Wagon-Drill, Boring Machine $9.000 Reinforcing Steel Setter (Paving) $9.218 Reinforcing Steel Setter � (Structural) $11.548 Steel Worker - Structural $16.300 Sign Erector $11.436 Spreader Box Operator $6.988 Barricade Servicer Zone Wk. $6.402 Mounted Sign Installer (Permanent Ground) $6.402 Truck Driver - Single Axle � (Light) $7.465 Truck Driver - Single Axle (Heavy) $8.067 Truck Driver - Tandem Axle (Semi-Trailer) $7.816 Truck Driver - Lowboy/Float $9.653 Truck Driver - Transit Mix $7.507 Truck Driver - Winch $8.200 Vibrator Operator $7.000 Welder $10.459 o��aiss SC-14 � !�J L�J � L�J � � PART D - SPECIAL CQNDITIaN� D-17 EASEMENTS AND PERMITS: The pertormance 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 temp�rary 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 plans desk at the Department of Engineering, City of Fort Worth. 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 Contract Documen�'s. 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. �j The easements and/or private property shall be cleaned up after use and restored to its original Er� 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 rail`road and/or highway permits required a for construction of this project. The Contractor shall be responsible for complying with all . prdvisions of such permits and shall pay any and all costs associated with the permit(s). It is the Contractor's responsibility to provide the required flagmen and/or provide payment to the a � appropriate railroad/agency for all flagmen during construction in railroad/agency right-of-way. Any and all costs associated with compliance with permits(s) including payment for flagmen shall be subsidiary to the project price. No additional payment will be allowed for this item. � � �� D-18 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-19 DAMAGE TO PRIVATE PROPERTY: The Contractor shall immediately repair or replace any damage to private property, including but not limited to fences, walls, pavement and water and sewer services, at no cost to the Owner. This shall be subsidiary to the contract. and' not a separate pay item. D-20 SHOP DRAWINGS: Shop drawings shall be submitted by the Contractor to the � Construction Engineer, for all equipment and materials for this project. Contractor shall submit seven (7) copies of shop drawings, layouts, manufacturer's data and material schedules as may be required by the Engineer for his review. 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 th� General Contract Documents. Indicated action by the Engineer, which may result from�his review, shall not constitute 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 � o��siss SC-15 PART Q - SPECIAL CQNDITIQNS submitted data. Processed shop drawing submittal are not change orders. The purpose o'� 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 submittal� 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 all dimensions which are to be, confirmed and correlatedsat the job site, fabrication processes and techniques of construction, coordination of his work with that of other trades and satisfactory per"formance of 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 the plans and specifications and dimensions suitable for the application. Any deviation from the specified criteria shall be expressly stated in wrifing in the submittal. Shop drawings shall be submitted for the following items prior to installation: 1. All pipe 2. Reinforced steel fabrication for structures 3. Cast Iron structural appurtenances Shop drawings must be approved by the Engineer prior to the start of work. D-21 CROSSING OF EXISTING UT1LlTIES: 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 b,e made water tight or be constructed of ductile iron pipe. The required, length of replacement shall be determined by the Engineer. 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 �ines 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. ' Payment for work such as backfill, fittings, tie-ins and all other associated appurtenances required, shall be included in the linear foot price of the, appropriate bid item. D-22 EXISTING UTILITIES AND IMPROVEMENTS: The plans show the locations of all known � surtace 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 for the support, protection, relocation, and/or temporary relocation of all ut'ility poles, gas lines, telephone cables, utility services, water mains, sanitary sewer lines, electrical cables, drainage pipes, an,�i all other utilities and structures both above and below ground during 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 sh�ll be included in� the cost bid per linear foot of pipe installed. NO AD.DITIONAL COMPENSATION WILL BE ALLOWED. o��s�ss SC-16 `� � 0 PART D - SPECIAL CQNDITI4NS a Where existing utilities or service lines are cut, broken or damaged the Contractor shall replace or repair the utilities or service lines vYith the same type of origina�. 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. . I%� L!J � L�J L�J Any and all permanent structures such as parking lot surface, fencing, and like structures shall be replaced at no cost to the City by material of equal value and quality as that damaged. 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-23 CONSTRUCTION TRAFFIC OVER PIPELINES: It is apparent that certain construction a 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 a pipe with a truck delivering new pipe to the site. Anv damaae 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. � I�l � � 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 ofi 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 oper�tion. D-24 TRAFFIC CONTROL: The Contractor shall be responsible for providing'traffic control during the construction of this project consistent with the provision set forth in the u1980 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 6701 d Vernon's Civil Statutes, pertinent sections being Section Nos. 27, 29, 30 and 31. In addition, the Contractor shall comply with City of Fort Worth, Texas, February 1979, Traffic Control Handbook for Construction and Maintenance Work Areas. The Contractor will not remove any regulatory sign, inst�uctional sign, street name sign or other Q sign which has been erected by the City. If it is determined that a sign must be removed to permit required construction, the Eontractor shall contact the Transportation/Public Works Department, Signs and Markings Division, (Phone Number 871-8100) 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 � o�r�a�ss SC-17 PART D - SPECIAL CC�NDITI�NS installed prior to the removal of the permaner�t 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. WFaen construction work is corn�pleted 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. 1. The Contractor shall furnish barricades, flares, etc., for the protection of the public and the work. 2. The cost of the tra�c control shall be included in the price bid for pipe complete in place as bid in the Proposal, and no other compensation will be alloWed. 3. The Contractor shall furnish a traffic control plan to the City at the pre-construction meeting. The cost for traffic control shall be subsidiary to the unit prices for this project. D-25 PAYMENT: Payment for all work and material involved in salvaging, abandoning, and/or� removing of existing facilities shall be included in the linear foot bid price of the pipe except as follows: 1. Separate payment will be made for removal of all fire hydrants, gate valves 16-inch and larger, and sanitary sewer ma�holes regardless of location. 2. Payment will be made for salvaging, �abandoning, and/or removing of all other existing facilities when said facility is not being replaced in the same trench, i.e., when removal requires a separate trenching operation. D-26 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 exfra compensation is claimed, a written statement thereof shall be presented by the Contractor to the•Engineer, and if by hirn found correct, shall be approved and referred by him to the Council for final approval or disapproval; and the action thereon by the Council shall be final and binding. If delay is caused by specific orders given by the Engineers 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 which 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 f�rce until the discharge of the contract. D-27 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-28 BARRICADES AND WARNING SIGNS: Barricades, warning and detour signs shall conform to the Standard Specifications "Barriers and Warning and/or Detour Signs," Item 524, and/or as shown on the plans. Construction signing and barricades shall conform with "1980 Texas Manual on Uniform Traffic Control,Devices, Vol. No. 1" or�latest edition there of. 05/i8/99 SC-� $ I�' `�J � u � � � L�J C� � �� J I�J PART D - SPECIAL CQNDITIONS D-29 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-30 ZONfNG COMPLIANCE: During the construction of this project, the Cohtractor shall comply with present zoning requirements of the City of Fort Worth in the use of vacant property for storage purposes. D-31 WATER FOR CONSTRUCTION: Water for construction will be furnished by the Contractor at his own expense. � D-32 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-33 CLEANUP FOR FINAL ACCEPTANCE: Final cleanup work shall be done for this project as soon as all construction has been completed. No more than seven days shall elapse a�ter 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 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. Final acceptance of the completed project work shall be given by the City of. Fort Worth Department of Engineering. � D-34 PROPERTY ACCESS: Access to adjacent property shall be maintained at all times unless otherwise directed by the Engineer. � D-35 CONSTRUCTION SCHEDULE AND SEQUENCING OF WORK: Prior to executing the � � Contract, it shall be the responsibility of the Contractor to furnish a schedule outlining the anticipated time for each phase of construction with starting and completion dates, including sufficient time being allowed for cleanup. l�J '•I � � D-36 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, pai'nted 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: "WAR�IING - UNLAWFUL TO OPERATE THIS EQUIPMENT WITHIN SIX FEET OF HIGH VOLTAGE LINES." ao��s�ss SC-19 PART D - SPECIAL CQNDIT14N5 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 (Texas Utility Electric) 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 Texas Utility El�ctric, and shall record actior� taken in each case. • 4. The Contractor is required to make arrangements with the Texas Electric Service company for the temporary relocation or raising of high voltage lines at the Contractor's sole cost and expense. � 5. No person sfiall work within six feet of a high voltage line without protection having been taken as outlined,in Paragraph (3). D-37 CONTRACTOR'S RESPONSIBILITY FOR DAMAGE CLAIMS: The Contractor covenants and agrees to indemnify, hold harmless and �defend the City, and their officers, agents servants or employees, and/or owners of the units and lot abutting the units in this contract from and against any and all claims for damages or injuries, including death, to any and all persons or property, of whatsoever kind of character, .whether real or.asserted, arising out of or incident to the services relating to the project to be performed by said Contractor, its officers, agents, servants or employees, under the terms and conditions of this Contract, whether or not caused by negligence on the part of the City, or their officers, agents, servants or employees; and said Contractor does hereby covenant and agree to assume all liability and responsibility of City for injuries, claims or suits for damages to any and all persons or property, of whatsoever kind or character, occurring during the term of this agreement and arising out of or by reason of service, covenants or agreements performed by said Contractor, its officers, agents, servants or employees. Contractor likewise covenants and agrees to, and does hereby, indemnify and hold harmless the City fro'm and against any and all injuries or damages to property of City during the performance of any of the terms and conditions of this Contract, whether arising out of or in corinection with or resulting from any and all acts or omissions of the City, their officers, agents, servants, or employees, or caused by negligence on the part of City, or their officers, agents, servants employees and/or owners of the units and lots abutting the units in this contract. In the event a written claim for damages against the Contractor remains unsettled at the time all work on the project has been completed to the satisfac,tion of the Director for the Department of Engineering, as evidenced by a final inspection, final payment to the Contractor shall not be recommended by the Director of Department of Engineering for a period of 30 days after the date of such final in�pection, 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. Although the claim 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 payrrient to be in an amount equal to the total dollar ammunt then due less the dollar value of any written claims. pending against the Contractor arising out of the performance of such work, and such semi-final payment may then be recommended by the Director. o��a�ss SG20 � u PART D - SPECIAL CQNDITIONS Q The Director shall not recommend final payment to a Contractor a Jainst whom such a claim for damages is outstanding for a period of six months following the�date of the acceptance for the w o r k p e r f o r m e d u n l e s s t h e C o n t r a c t o r s u b m i t s e� i d e n c e i n w r i t i n g s a t i s f a c t o ry t o t h e D i r e c t or t ha t: '!J � 1. l'he 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 class, 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 the final payment to the � Contractor be made.,. At the expiration of the six-month period, the Director may recommend that final payment be made if all other work has be�n performed and all other obligation 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 Department of Engineering contract work from a Contractor against whom a claim for damages is outstanding as a result of work performed under a City contract or under a developer-let contract for City of Fort Worth street and/or storm drainage facilities. � D-38 SANITARY FACILITIES FOR WORKERS: The Contractor shall provide all necessary sanitary conveniences for the use.of workers at the project site. Specific attention is directed� to this requirement. I� u � � I� I�� 'I� D-39 LEGAL RELATIONS AND RESPONSIBILITIES TO THE PUBL{C: The Contractor's particular attention is directed to the requirements of Item C-6-6, "Legal Relations and Responsibilities to the Public" of the Fort Worth General Conditions. D-40 RIGNT TO AUD1T: A. Contractor agrees that the City shall, until the expiration of three (3) years after final payment under this contract have access to and the right to examine and photocopy any directly pertinent books, documents, papers and records of the Contractor involving transactions relating to this contract. Contractor agrees that the City shall have access during 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, under the expiration of three (3) years after final payment under the subcontract, have access to and tf�e 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 together with � o��siss SC-21 O subsection (c) hereof audits. PART D - SPEClAL GC�NDlT14NS City shall give subcontractor reasonable advance notice of intended C. Contractor and subcontractor agree to photocopy such documents as may be requested by the City. The City ageees to reimburse Contractor for the cost of copies as follows: 1. copies arid under - 10 cents per page 2. more than 50 copies - 85 cents for the � first page plus fifteen cents for each page thereafter ` D-41 INCREASE OR DECREASE IN QUANTITIES: The quantities shown in the proposal are approximate. It is the Contractor's sole responsibility to verify all pay item quantities prior to submitting a bid. When the quantity of the work to be done or materials to be furnished under any pay item of the ' contract is more than 125% of the quantity stated in the contract, whether stated by Owner or by Contractor, then either party to the contract, upon demand, shall be entitled to negotiate for• revised consideration on the portion of work above 125% of the quantity in the contract. When the quantity of the work to be done or materials to be furnish`ed under any pay item of the contract is less than 75% of the quat�tity stated in the contract, whether stated by Owner or by Contractor, then either party to the contract, upon demand, shall be entitled to negotiate for revised consideration on the portion of work below 75% of the quantity stated in the contract. This paragraph shall not apply in- the event �Owner deletes a pay item in its entirety from this contract. In the event Owner and Contractor are unable to agree on a negotiated price, Owner and Contractor agree that the consideration will be the actual field cost of the work plus 15% as described herein below, agreed upon in writing by the Contractor and Director of Department of Engineering and Contractor and Director of Department of Engineering and approved by �he City Council after said work is completed, subject to all other conditions of the contract. As used herein, field cost of the work will include the cost of all workmen, foremen, time keepers, mechanics and laborers; all materials, supplies, trucks, equipment rental for such time as actually used on such work only, plus all power, fuel, lubricants, water and similar operating expenses; and a ratable portion of premiums on performance and payment bonds, public liability, Workers Compensation and all other insurance required by law or by ordinance. The Director of Departmer�t of Engineering will direct the form in which the accounts of actual field cost will be kept and will recommend in writing the method of doing the work and the type and kind of equipment to be used, but such work will be performed by the Contractor as an independent Contractor and not as an agent or erriployee of the City. The 15% of the actual field cost to be paid to the Contractor shall cover and compensate him for profit, overhead, general supervision and' field office expense, and all other elements of cost and expense not embraced within the actual field cost as herein specified. Upon request, the Contractor shall provide the Director of Department of,Engineering access to all accounts, bills and vouchers relating thereto. D-42 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 tl�e respective item. 05/18/99 S C-22 a � '�� Q � ��J !�J � I■ I� LsJ �',f !�J �'� � � PART D - SPECIAL CC?NDfTICaNS D-43 PROJECT DESIGNATION SIGN: Prvject signs are required at all locations. It shall be in accordance with the atta,ched Figure 30 (dated 9-18-96). The signs may be mounted on skids or posts. The exact locations and methods of mounting shall be approved by the Engineer. 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)871-8306 M-F 7:30 am to 4:30 p.m. or " (817)871-8300 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-44 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 Cons�ruction, 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, required, shall be included driveway repair. concrete, forming materials and all other associated appurtenances n the square yard price of the bid item for concrete sidewalk or D-45 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-46 TYPE "C" BACKFILL: Excavated material used for Type "C" backfill must be mechanically compacted unless the Contractor can furnish the Engineer with satisfactory evidence the P.I. of the excavated material is less then $:* Such evidence shall be a test reporf from an independent test�ng laboratory and must ir�clude 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. o��a�ss SC-23 PART D - SPECIAL CaNDfTlE�NS See E-1.24, Type "C" Backfill, and E2.11 Trench Backfill.** * Revised 3/20/81 ** Revised 4/20/81 D-47 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 mate�ial 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. 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, General Contract Documents. D-48 2:27 CONCRETE: Transportation and Public Works Department typical sections for Pavement and Trench Repair for Utility Cuts Figures 1 through 5 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-49 TRE'NCH 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 Section E1-2 Backfill and E2-2 Excavation and Backfill of the General Contract Docume�ts artd Specifications except as specified herein. A. 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 loading 'of the pipe will be exceeded, the Contractor will be required to suppor�' the pipe �with '�n 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 T�ench Safety Systems Special Condition of this document. B. TRENCH BACKFILL: Trenches which lie outside of existing or future pavement shall be backfill�d above the� top of the embedment material with Type "C" backfll 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 sample's 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" backfill material is` not suitable, at the direction of the Engineer, Type "B"�backfill material shall be used. In general, all backfill material for trenches in existing paved streets shall be in accordance with Figure(s) A, B, C, or D. Sand material o��aiss SC-24 � PART Q - SPECIAL CQNDITIC)NS 0 C�� LsJ � I�, LJ u IJ � � L�1 L�l L�I specified in Figure(s) A-D shall be obtained from an appr�oved 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: Size Sieve % Refained #4 0-5 #16 0-20 #50 0-50 #100 60-95 #200 90-100 (P.I. = 8 or less) C. 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 means of tamping only. Trenches which lie under existing or future pavement shall be backfilled per Figure A with 95% Standard Proctor Density by jetting, mechanical tamping, or a combination of inethods. Backfill material to be mechanically tamped must be within +-4% of its optimum moisture content. The top two (2) feet of.sewer line trenches and the top eighteen (18) inches of water line may be rolled in with heavy equipment tir;es, provided it is placed in lifts appropriate to the material being used and the operation can be perFormed without damage to the installed pipe. The City, at its own expense, will perform trench compaction tests per A.S.T.M. standards on all trench ba�kfill. Any retesting required as a result of failure to compact the backfill material to meet the standa`rds 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 finro (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. D. MEASUREMENT AND PAYMENT: All material, including any and all 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-50 PAVEMENT REPAIR (E2-19�: 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 1 through 5. Oo��aiss SC-25 -��- PART D - SPEGIAL CQNDITlONS 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 twe,lve (12) inches outside the trench walls. The trench shall be backfilled and the top nine (9) inches shall be filled with Erequired materials as shown on paving details, compacted and level with the finished street surtace. 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 befinreen 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 Department of Engineering Construction Services Section by the Contractor in conformance with Ordinance No. 3449 and/or Ordinance No. 792 to make utility cuts in the street. Tlie Department of Engineering 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 Department of Engineering. D-51' � TRENCH SAFETY SYSTEM FOR WATER DEPARTMENT PROJECTS ONLY: 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. B. STAN,DARDS: The latest version of the U.S. Department of Labbr, 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: 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. 0 � I'.J -��- L"J t�] I� �' C.' � � �'J � � � � ��I o��a�ss SG26 O � PART D - SPEGIAL GC?NDITI4NS �'J � L�i � [�' I� I� � � � 3. SLOPING SYSTEM - Sloping means excavating to form sides of a trench that are inciined away from the excavation. 4. SHIELD SYSTEM -�hields used in trenches are generaliy 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-rr�anufactured or job-built in accordance:with OSHA standards. 5. SHORING SYSTEM - Shoring means a structure such as a metal hydraulic, mechanical or timer 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 the pipe or structures. 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-52 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 accordanc� with sec�ions E1-14 Materials for Sanitary Sewer Manholes, Valve Vaults, Etc., and E2-14 Vault �nd Manhole Construction of the General Contract Documents and Specifications, unless amended or superseded by requirements of this Special Condition. 1. CONCRETE COLLARS: Concrete� collars, will be required on all manholes specified as per Figure 121. a ' 2. WATERTIGHT MANHOLE INSERTS: Watertight gasketed manhole inserts shall` be installed in all sanitary sewer manholes. Inserts shall be constructed in accordance with Fort Worth Water Department Standard E100-4 and shall b�e fi,tted and installed according a to the manufacturer's recommendations. Stainless Steel manhole inserts shall be required for all pipe diameters 18" and greater. � L�] 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 Q05/18/99 SC-27 PART Q - SPECIAL CONDITIQNS casting,for not less than three (3) feet each direction to existing finish g�ade of the ground. The grade of all surfaces sliall be checked for proper slope arid g�ade by string lining the entire area regarded near the manhole. Manholes in open fields, �inimproved 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 McKinley,-Type N, with indented top design,. or equal, with pick slots. Covers shall s'et 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. Certainteed Ductile Iron Manhole Lids and Frames are acceptable for use where locking lids are specified. ° 6. SHAL• LOW 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��IVILL 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 O-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 no� in any way depend on oxidation, evaporation, or any other chemical action fcir 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 af the product as a pre-formed flexible joint sealant on concrete pipe and manhole sectioris for a peri6d 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. A pritner shall be applied to all surfaces prior to installing the joint sealant in accordance with Ofi/18/99 S C-2$ u ��J PART D - SPEGIAL C4NDITIONS the recommendations by the manufacturer. 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 shal� 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. a 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 a l�l � � � � � nearly vertical. Remove manhole frame from the manJ�ole 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 b,e 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 wal�s or cone section below this level are structurally unsound, notify the Engineer prior to replacement of the grade rings and manhole frame. Existing b�ickwork, 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 a 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 p 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 epox�r. Kopper "Bitumastic Super Service Black"; Tnemec "46- 450 Heavy Tnemecol", or equal, to a minimum of 14 mils dry film thickness. ao��8,�9 SC-29 � PART D - SPEGIAL CC)NDITIQNS� 4. The exterior surface of all pre-cast section joints shall be thc�roughly 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 and pavement repair. The pric� 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, exterio� surface coating and pavement repair. The price bid for adjusting and/or sealing of existing manholes shall include afl labor, equipment and materials necessary for adjusting and/or sealing the manhole, including but not limited to, joint sealing, lifthole sealing, and exterior surface coating. Payment for concrete collars will be made per ea��. Payment for manhole inserts will be made per each. D-53 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 locate'd in the field and identified by the Engineer as active sewer taps. The service connections shall b� 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 mini'mum 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. A. SEWER SERVICE RECONNECTION: Wh'e'n sewer service reconnection is called for the Contractor s`hall 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 applica�ions, all sanitary sewer service lines stiall b,e 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, s�ddles, 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. B. SEWER SERVICE REPLACEMENT: All building sewer services encountered during construction shall be adjusted and/or replaced by the Contractor as directed by the Engineer o�18ig9 SC-30 I*I �� I '� � � l■I PARi' D - SPECI�L CQNDITIONS as requi�ed 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 length of the replacemer�t shall be determined by the Engineer. All sewer services shall be installed at a minimum of two (2) percent slope or as approved by the Engineer. Conne�ction to the existing sewer service line shall be made with appropriate adapter fitting. The fitting shall be a urethane or neoprene cqupling A.S.T.M. C-425 with series 300 stainless steel compression straps. Payment for work and materials such as backfill, 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. Payment for all work and material involving the "tap" °shall be included in the price bid for sanitary sewer service taps. D-54 NOT USED D-55 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 4 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. � u � � � � u u �� 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 Sectidn E2-1.5 Salvaging of Materials. B. SALVAG� 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. SurFac� 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 ware.house 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 � o��a�ss SC-31 PART D - SPECIAL C�NDiTIQNS grade. If the valve is in a concrete vault, the vault shall be demolisfied 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�oint 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 less 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. H. REMOVAL OF MANHOLES: Manholes,�to be removed shall have all pipe"s 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 comp�$ible with surrounding•surface. CUTTING AND PLUGGING EXISTING MAINS: At various locations on this project, it may be requited to cut, plug, and block existing water mains/s�rvices 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 �a included in the linear foot bid price of the pipe, unless separate trenching is required. J. REMOVAL OF EXISTING PIPE: Where remo�al 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. K. PAYMENT: Payment for all work and material involved in salvaging, �abandoning and/or removing existing facilities shall be included inMthe 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. 05/18/99 S C-32 � L�l , 'I L�J � � C ��I PART Q - SPEGIAL CC�NDITIQNS Payment will be made for salvaging, abandoning and/or rem�ving all other existing facilities when said facility is not being replaced in the same trench (i.e., when removal requires a separate trench). D-56 DETECTABLF 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 2'/2 pounds/1 inch/100'. The tape shall be color coded and imprinted with the message as follows: � Type of Utilitv Water Color Code Safety Blue Leaends Caution! Buried Water Line Below Sewer Safety Green Caution! Buried Sewer Line Below a 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). a D-57 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. I'�I L�J � J L■�I � u I� D-58 BARRICADES, WARNINGS, AND FLAGMEN: Reference Part C- General Conditions, Section C6-6.8 Barricades, Warnings, and Watchmen: A. Wherever the word Watchmen appears in this paragraph, it shall be changed to the word Flagmen. B. 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". D-59 DISPOSAL OF SPOIUFILL MATERIAL: Prior to the disposing of any spoil/fill material, the Contractor shall .advise the Director of Engineering Department, acting as 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 Wor�h (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 floodplair�. 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 o��aiss SC-33 PART D - SPECIAL GQNDITIQNS 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, upon notification by the Director of Engineering Department, Contractor shall remove the spoil/fill material at its expense and dispose of such materials in accordance with the Ordinances of the City and this section. D-60 MECHANICS AND MATERIALMEN'S LIEN: The Contractor shall be required to execute a release of inechanics and �materialmen's liens upon receipt of payment. D-61 SUBSTITUTIONS: 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 proposed substitute is procured by the Contractor. 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, equaf, and the Erigineer, 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-62 PRE-CONSTRUCTION TELEVISlON INSPECTION OF SANITARY SEWER A. GENERAL: Prior to the reconstruction, ALL sections of existing sanitary sewer lines to be abandoned, removed (except where being repl;�ced 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 w�lls 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 re�l. � 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 05/18/99 S C-34 � � u � 2 u � I�I � � � J PART� D - SPEGIAL CONDiT[QNS 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. 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 frorr� the sewer lines and manholes. If cleaning of an entire section can�ot 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. When additional quantities of water from fire hydrants is 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 darnage 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 OF� SOLIDS REMOVED THEREFROM BE DUMPED ONTO STREETS OR INTO DITCHES, CATCH BASINS, STORM DRAINS OR SANITARY SEWER MANHOLES. L�! C�I �� 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 Q di`rection 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 � o��s�ss SC-35 PART D - SPECIAL CC.INDITIQNS than 30 feet per minute. Manual winches, power winches, TV cable, and powered rewinds or other devi�es that do not obstruct the camera view or interfere with proper documentation shall be used to move the camera fhrough 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 video tapes shall have a footage counter. Measurement for location of sewer service taps shall be above ground by means of ineter device. Marking on the cable, or the Iike, 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 sev�cers •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 ea�ch 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 upnn 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. 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 o��aiss SC-36 � u �J� � � � L�J � !J PART D - SPECIAL C4NDITlC�NS 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. Tapes will be returned to the Contractor upon completion of review by the Engineer. 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. Television inspection shall include necessary cleaning (hydraulic jet ot 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. � �I J � � �L!I 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 th�e Contractor, and ttie 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 N 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-63 VACUUM TESTING OF SANITARY SEWER MANHOLES A. GENERAL: This item shall govern the vacuum testing of all newly constructed sanitary sewer manholes. L��:IX�1�jiC�P►� Q 1. TEST PROCEDURE: Manholes shall be tested with all connections in place. �Lift holes shall be plugged, and all drop-connections and gas sealing connections shall be installed prior to testing. � � o��aiss SC-37 f�ART Q - SPECIAL CQNDITIONS The sewer lines entering the manhole sFtall 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 inercury (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: Table 1 MINIMUM T1ME REQUIRED FOR VACUUM DROP OF 1" Hg (10"Hg - 9"Hg) (SEC) Depth of MH. 48-Inch Dia. 60-Inch Dia. (FT.) Manhole Manhole 0 to 16' 40 sec. 52 sec. 18' 20' 22' 24' 26' 28' 30' For Each Additional 2' 45 sec. 50 sec. 55 sec. 59 sec. 64 sec. 69 sec. 74 sec. 5 sec. 59 sec. 65 sec. 72 sec. 78 sec. 85 sec. 91 sec. 98 sec. 6 sec. 2. ACCEPTANCE: The manhole shall be considered acceptable, if the drop in the level of vacuum is less than one-inch of inercury (1" Hg) after the required test time. Any manhole which fails to pass the initial test must be re�Saired with a suitable material which conforms to the construction material of the manhole. 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-64 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 Enginee,r. 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. l`lnder no circumstances will 05/18/99 S C-3 $ 0 0 � � u � l�l �I PART D - SPECIAL CQNDITIONS the Contractor be permitted to discharge sewage into the trenches. Payment shall be incidental to rehabilitation or replacement of the sewer line., D-65 POST-CONSTRUCTION TELEVISION INSPECTION OF SANITARY SEWER: A. GENERAL: After construction, ALL sections of sanitary sewer lines shall have a television inspection performed. 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 operafive 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: � 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. .L I L'JI When manually operated winches are used to pull the television camera through the line, telephones or other suitable means of cornmunications shall be set up between the two manholes of the section being inspected to ensure good communications between members of the crew. �j The imoortance of accurate distance measurements is emnhasized. All television t.,� inspection video tapes shall have a footage counter. Measurement for location of sewer service taps shall be above ground by means of ineter device. Marking on the cable, or j"j ' the like, which would require interpolation for depth of manhole, will not be allowed. LJ 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. � � I� ,I� � Oa/18/99 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 fior 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 imrnediately 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. SG�9 PART D - SPECIAL CQNDITIONS 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 plan�. 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 �ontractor 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. If the tanes are of such noor aualitv that the Enaineer is unable to evaluate the condition of the sewer line or to locate service connections, the Contractor shall be reauired to re- televise and' provide a qood taoe 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 sanita .ry 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 r�neans for review of the tapes by the Engineer. Television inspection shall includ`e" 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 required to provide reliable, regular sewer service to the shall be incidental to the project. , maintaining any bypass pumping area residents. All bypass pumping � D-66 SAMPLES AND QUALITY CONTROL TESTING: � A. The ;Co'ntractor shall furnish, at its own expense, certifications by a private laboratory for all materials proposed to be �1sed on the proj�ct, including a mix design for any asphaltic and/or a Portland cernent concrete to be used, and gradation analysis for sand and crushed stone to o��aiss SC-40 � � 0 CI �� C�� I�l � � ��l � � u !I� PART D - SPECIAL CQNDITIQNS be used along with the name of the pit from which the material was taken. The contraCtor shall provide manufacturer's ce�tifications 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 Gontrol 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 �naterials shall in no way relieve the contractor of its responsibility to furnish materials and equipment conforming to the requirements of the contract. � D. Not less 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. D-67 T.EMPORARY EROSION, SEDIMENT, AND WATER POLLUTION CONTROL: 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 a't r�o 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 �ngineer 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 �ermanent pollution-control measures no��siss SC-41 PART D - SPECIAL CONDITIONS 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. 1. Waste or disposal areas and con�truction roads shall be located and constructed in a manner that will minimize the amount of sediment entering streams. 2. 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 con'struction and removal of such barriers to minimize the muddying of a stream. 3. 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. 4. The Contractor shall take sufficient precautions to prevent pollution of streams, lakes and reservoirs4with fuels, oils, bitumens, calcium chloride or other harmful materials. He shall• cmnduct and sc�edule his operatio'hs so as to avoid or minimize siltation of streams, lakes and reservoirs and to avoid interference with movement of migratory fish. C. MEASUREMENT AND PA'�MENT: 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-68 ' INGRESS AND EGRESS/OBSTRUCTlON 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 no� 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-69 PROTECTION OF TREES, PLANTS AND SOIL: All property along and adjacent to the Contractors' operations inclu�ing lawns, yards, shrubs, trees, etc., shall be preserved or restored after completion of the work, to a condition equal to,or better than existed 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. r D-70 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-71 CITY OF FORT WORTH STANDARD PRODUCT L1ST: Proposed products submitted in the bid documents musfi 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 �ort Worth minimum technical requirements. o��a�ss SC-42 � 0 l�l � L#J L�J LJ ��9 � � L*J ��1 � PART D - SPECIAL CQNDITIC��NS D-72 STATE REVOLVING FUND (SRF) REQUIREMENTS; This project, in addition to st�ndard City of Fort Worth requirements, may involve certain State requirements.. These requirements, if applicable, are provided in the foilowing documents and should thoroughly be reviewed and completed by the contra�tor. They include: 1. At the Time of Contract Document Execution • ED-103-Contractors Act of Assurance • ED-104-Resolution Work required to conform to these requirements shall be ,considered subsidiary and no extra payment will be made. " The SRF requirements are included in Appendix A. D-73 TOPSOIL, SODDING AND SEEDING: 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 materi�1, 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 befinreen 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 a accordance with the requirements of this Specification. Recommended Buffalo grass varieties for sodding are Prairie and 609. � l�l 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 robts throughout a finro (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. � o��aiss SC-43 PART D - SPECIAL CQND1T14NS 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 b� 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 hereinafter described. Sodding shall be either "spot" or "block"; either Bermuda, Buffalo or St. Augustine grass. a. Spot Sodding Furrows parallel to the curb line or sidewalk lines, twelve (12) inches on centers or to th.e dimensions shown on the Drawings, shall be opened on areas to be sodded. In all furrows, sod approximately three (3) inches square shall be placed or� finrelve (12) inch centers at proper depth so that the top of the sod shall not be more than one-half (1/2) inch below the finished grade. Holes of equivalent depth and spacing may be used instead of furrows. The soil shall be firm around each block and then the entire sodded area shall be carefully rolled with a' heavy, hand roller developing fifteen (15) to twenty-five (25) pounds per square inch compression. Hand tamping may be required on terraces. b. Block 5odding. At locations on the Drawings or where directed, sod blocks shall be carefully placed on the prepared areas. The sod shall be so placed that the entire designated area shall be covered, and any voids left in the block sodding shall be filled with additional sod and tamped. The entire sodded area shall be rolled and tamped to form a thoroughly compact solid mass. Surfaces af block sod, which, in the opinion bf the Engineer, may slide due 'to the height or slope of the surface or nature of the soil, shall,. upon direction of the Engineer, be pegged with wooden peg,s driven through th�e sod block to the firm earth, sufficiently close to hold the block sod firmly in� place. When necessary, the sodded areas shall be smoothed after planting has been completed and shaped to conform to the cross-section previously provided and existing at the time sodding operations were begun. Any excess dirt from planting operations shall be spread uniformly over the adjacent areas or disposed of as directed by the Engineer so that the completed surface will present a sightly appearance. The sodded areas shall be thoroughly watered immediately after they are planted and shall be subsequently watered at such times and in a manner and quantity directed by the Engineer until completion and final acceptance of the project by the City of Fort Worth. {# • o��s�ss SC-44 � PART D - SPECIAL CQNDITI4NS � � � � � � I � � � � ' � � � � � � 3. SEEDING DESCRIPTION: "Seeding" will consist of preparing ground, providing and planting seed or a mixture of seed of the kind specified along and across such areas as may be designated on the Drawings and in accordance with these Specifications. MATERIALS: a. General. All seed used must carry a Texas Testing Seed label showing purity and gerrr�ination, name, type of seed, and that the seed meets all requirements of the Texas Seed Law. Seed furnished shall be of the previous season's crop and the date of analysis shown on each tag shall be within nine (9) months of time of delivery to the project. Each variety of seed shall be furnished and delivered in separate bags or containers. A sample of each variety of seed shall be furnished for analysis and testing when directed by the Engineer. � The specified seed shall equal or exceed the following percentages of Purity and� germination: Common Name � Puri Germination Common Bermuda Grass 95°/a 90°/a Annual Rye Grass 95% 95% Tall Fescue � 95% 90% Western Wheatgrass 95% 90% Buffalo Grass Varieties Top Gun 95% 90% Cody . 95% 90% Table 120.2.(2)a. URBAN AREA WARM-SEASON SEEDING RATE (1bs.); Pure Live Seed (PLS) Mixture for Clav or Tiaht Soils Mixture for Sandv Soils Dates (Eastern Sections) (Western Sections) , (All Sectionsl Feb 1 Bermudagrass 40 Buffalograss 80 Bermudagrass 60 to Buffalograss 60 Bermudagrass 20 Buffalograss 40 May 1 Total: 100 Total: 100 Total: 100 Table, �120.2.(2)b TEMPORARY COOL-SEASON SEEDING RATE; (Ib.) Pure Live Seed (PLS) Dates (All Sections) Aug 15 Tall Fescue 50 to Western Wheatgrass 50 May 1 Annual Rye 50 05M8/99 SC-45 � PART D - SPECIAL CC)NDITIC)NS Totai: 100 CONSTRUCTION METHODS: After the designated areas have been completed to the lines, grades, and cross-sections shown on the D�awings and as provided for in other items of this Contract, seeding of the type specified shall be perf�irmed in accordance with the requirements hereinafter desc�ibed. a. Watering. Seeded areas shall �e watered as directed by the Engineer so as to prevent washing of the slopes or dislodgment of the seed. "' b. Finishing. Where applicable, the shoulders, slopes, and ditches shall be smoothed after seed• bed preparation has been completed and shaped to conform to the cross-section previously provided and existing at the time planting operations were begun. BROADCAST SEEDING: The seed or seed mixture in the quantity �specified shall be uniformly distributed over the areas shown on the Drawings and where directed. If the sowing of seed is by hand, rather than by me.chanical methods, the seed shall be sown in finro directions at right angles to each other. Seed and fertilizer, shall be distributed at the same time provided the specified uniform rate of application for both is obtained. "Fin�shing" as specified in Section D-46, Construction Methods, is not applicable since no seed bed preparation is required. DISCED SEEDING: Soil over the area shown on the Drawings as directed to be seeded shall , be loosened to a minimum depth of three (3) inches and all particles in the seed bed shall be reduced to less than one (1) inc� in diameter or'�hey shall be removed. The area shall then be finished to line and grade as specified under "Finishing" in ,Section D-46, Construction ' Methods. The seed, or seed mixture, specified �shall then be planted at the rate required and the application shall be made uniformly. If the sowing of seed is by hand rather than by mechanical methods, seed shall be raked or harrowed into the soil to a depth of approximately one-eight (1/8) inch. The planted area shall be rolled with a corrWgated roller of the "Cultipacker" type. All rolling of the slope areas shall be on the "contour. ASPHALT MULCH SEEDING: The soil over the area shown on the Drawings, or as directed to be seeded, shall be Ioosened to the minimum depth of thr�ee (3) inches and all particles in the seed bed shall be reduced to less than one (1) inch in diameter, or they shall be removed. The area shall then be finished nto line and grade as specified under "Finishing" in Section D- 46, Construction Methods. Water shall then be applied to the cultivated area of the seed bed until a minimum depth of six (6) inches is thoroughly moistened. After the watering, when the ground has beco'me sutficiently dry to be loose and pliable, the seed, or seed mixture specified, shall then be planted at the rate required and the application shall be made uniformly. If the sowing of seed is by hand, rather than mechanical methods, the seed shall be sown in finro directions at right angles to each other. Seed and fertilizer may be distributed at the same time, provided tFie specified uniform rate of application for both is obtained. After planting, the seed shall be raked or harrowed into the soil to a depth of approximately one-quarter (1/4) inch. The planted surface area and giving a smooth surface 05/18/99 SC-46 � IJ �� f_�� 'sJ � L�l u E�1 � [:�l �•J I� PART D - SPE�IAL rCQN`DITIQNS without ruts or tracks. In between the time compacting is completed and the asphalt is applied, the planted area shall be watered sufficiently to assure uniform moisture from the surface to a minimum of six (6) inches in depth. The application of asphalt shall follow the last watering as rapidly as possible. Asphalt shall be of the type and grade as shown on the Drawings and� shall conform to the requirements of the item 300, "Asphalts, Oils and Emulsions". If the type of asphalt to be used is not shown on the Drawings, or if Drawings are not included, then MS-2 shall be used. Applications of the asphalt shall be at a rate of three-tenths (0.3) gallons per square yard. It shall be applied to the area in such a manner so that a complete film is obtained and the finished s�rtace shall be comparatively smooth. RE-SEEDING OF AREAS PLANTED WITH COOL SEASONS SPECIES: Areas where temporary cool season species have been planted may be replanted beginning February 1 with warm season species as listed in Table 120.2(2)a. The re-seeding will be achieved in the following manner. The cool season species shall be mowed down to a height of one (1) inch to insure that slit-seeding equipment will be able to cut through the turF and achieve adequate� soil penetration. * Slit-seeding, is acfiieved through the use of an implement which cuts a furrow (slit) in the soil and places the seed in the slit which is then pressed close with a cultipacker wheel. CONSTRUCTION WITHIN PARK AREAS TURF RESTORATION OF PARK AREAS: FERTILIZER DESCRIPTION: "Fertilizer" will consist of providing and distributing fertilizer over such areas as are designated on the Drawings and in accordance with these Specifications. MATERIALS: All fertilizer used shall be delivered in bags or containers clearly fabeled showing the analysis. The fertilizer is subject to testing by the City of Fort Worth in accordance with the Texas Fertilizer Law. A pelleted or granulated fertilizer shall be used with an analysis of 16-20-0 or 16-5-8 or having the analysis shown on the Drawings. The figures in the analysis represent the percent of nitrogen, phosphoric acid, and potash nutrients respectively as determined by the methods of the Association of Official Agricultural Chemists. In the event it is necessary to substitute a fertilizer of a different analysis, it shall be a pelleted � or granulated fertilizer with a lower concentration. Total amount of nutrients furnished and applied per acre shall equal or exceed that specified for each nutrient. Q CONSTRUCTION METHODS: When an item for fertilizer is included in the Drawings and proposal, pelleted or granulated fertilizer•shall be applied uniformly over the area specified to be fertilized and in the manner directed fbr the particular item of work. Fertilizer shall be d`ry a and in good physical condition. Fertilizer that is powdered to caked �will be rejected. Distribution of fertilizer as a particular item of work shall meet the approval of the Engineer. � � OQ/18/99 SC-47 PART D -`�PECIAL CQNDITIONS � Unless otherwise indicated on the Drawings, fertilizer shall be applied uniformly at the average rate µof three hundred (300) pounds per acre for all types of "Sodding" and four hundred (400) pounds per acre for all types of "Seeding". MEASUREMENT: Topsoil secured from borrow sources will be measured by the square yard in place on the project site. Measurement will be made only on topsoils secured from borrow sources. Acceptable material for "Seeding" will be measured by the linear foot, complete in place. Acceptable material for "Sodding" will be measured by the linear foot, complete in�place. Acceptable mat�rial for�"Fertilizer" shall be subsidiary to the price of sodding or seeding. PAYMENT: All work performed as ordered and measured as provided under "Measurement" shall be paid for at the unit price bid for each item of work. Its price shall be full compensation for excavating (except as noted below), loading, hauling, placing and furnishing all labor,� equipment, tools, supplies, and incidentals necessary to complete work. . All labor, equipment, tonls and incidentals necessary to supply, transport, stockpile and place topsoil or salvage topsoil as specified shall be included in "Seeding" or "Sodding" bid items and will not be paid for directly. "Spot, sodding" or "block sodding" as the case may be, will be paid for at the contract unit price per square .yard, complete in place, as provided in the proposal and contract. The contract unit price shall be the total compensation for furnishing and placing all sod; for all rolling and tamping; for all watering; for disposal of all surplus materials; and for all materials, labor, equipment, tools and incidentals necessary to complete the work, all in accordance with the Drawings and these Specifications. The work performed and materials furnished and measured as provided under "Measurement" shall be paid for at the unit price for "Seeding", or "Sodding", of the type specified, as the case may be, which price shall each be full compensation for furnishing all materials and for perForming all operations necessary to complete the work accepted �s follows: �ertilizer material and application will not be measured or paid for directly, but is considered subsidiary to Sodding and Seeding. D-74 CONFINED SPACE ENTRY PROGRAM: It shall be the responsibility of the contractor to implement and maintain a variable "CONFINED SPACE ENTRY PROGRAM" which must meet OSHA requirements for all its employees and subcontractors at all times during construction. All active� sewer manholes, regardless of depth, are defined by OSHA as "permit required confined spaces". Contractors shall submit an acceptable "CONFINED SPACE ENTRY PROGRAM"° for all applicable manholes and maintain an active file for these manholes. The cost of complying with this program shall be subsidiary to the pay items involving work in confined spaces. D-75 SUBSTANTIAL COMPLETION INSPECTION/FINAL INSPECTION: o��a�ss SC-48 � PART D - SPE�IAL CQNDITlC?�NS 0 L� 1. Prior to the final inspection being conducted for the project, the contractor shall contact the city inspector in writing when the entire project or a designated portion of the project is substantially complete. 2. The inspector along with appropriate City staff and the City's consultant shall make an � inspection of the substantially completed work and prepare and submit to the contractor a list of items needing to be completed or corrected. D 3. The contractor shall take immediate steps to rectify the listed deficiencies and notify the owner in writing when all the items have been completed or corrected. f� 4. Payment for substantial completion inspection as well as final inspection shall be t-� subsidiary to the project price. Contractor shall still be required to address all other deficiencies which are discovered at the time of final inspection. u J 5. Final inspection shall be in conformance with general condition item "C5-5.18 Final Inspection" of PART C- GENERAL CONDITIONS. D-76 EXCAVATION NEAR TREES: 1. The Contractor shall be responsible for taking measures to minimize damage to tree � limbs, tree trunks, and tree roots at each work site. All such measures shall be considered as incidental work included in the Contract Unit Price bid for applicable pipe or „ structure installation except for short tunneling/tree augering. L�J L�J 2. Any and all trees located within the equipment operating area at each work site shall, at the direction of the Engineer, be protected by erecting a"snow fence" along the drip line or edge of the tree root system between tree and the construction area. . 3. Contractor shall inspect each work site in advance and arrange to have any tree limbs � pruned that might be damaged by equipment operations. The Engineer shall be notified at least 24 hours prior to any tree trimming work. No trimming work will be permitted within private property without written permission of the Owner. � � L�J 4. Nothing shall be stored over the tree root system within the drip line area of any tree. 5. Before excavation (off the roadway)�within the drip line area of any tree, the earth shall be sawcut for a minimum depth of 2 feet. � 6. At designated locations shown on the drawings, the "short tunnel" method using Class 51 D.I. pipe shall be utilized. � 7. Except in areas where clearing is allowed, all trees up to 8" in diameter damaged during construction shall be removed and replaced with the same type and diameter tree at the contractor's expense. � 8. Contractor shall employ a qualified landscaper for all the work required for tree care to ensure utilization of the best agricultural practices and procedures. � � o��aiss SC-49 PART Q - SPECIAL CQNDITIONS 9. Short tunneling shali 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-77 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-78 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 undis�turbed soil to make an impervious barrier to reduce groundwater percolation through the pipeline trench. Construction material shall consist of.compacted bentonife clay or 2:27 concrete. Paymenfi for work such as forming, placing and finishing shall be subsidiary to the price bid for pipe installation. D-79 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-22. At locations identified on the drawings, contractor shall conduct an exploratory �xcavation (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-22. Payment for exploratory excavation (D-Hole), at loc�tions 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-80 INSTALLATION OF WATER FACILITIES 80.1 Polyvinyl Chlorid.e (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 ,1TEM(S). o��a�ss SC-50 u i�ART D - SPEGIAL CQNDITIC�NS I� �i� L�l !�I �� I l�l L�J � 80.2 Blocking: Concrete blocking on this Project will necessarily be required as shown on the`Plans and shall be installed in accordance with the Generai Contract Documents. Ail 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. 80.3 Type of Casing Pipe: 1. WATER: The casing pipe for open cut and bored or tunneled section shall be AVW1/A 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 accordartce with the requirements of Sec. 2.2 and related sections in AW1NA 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 nori- concrete pipes when installed in casing. Installation shall be as recommended by the manufacturer. � 2. SEWER: Q 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. � � 80.4 Tie-lns: The Contractor shalt 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. � 80.5 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, a configuration, and or angulation of existing lit�es 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 �05/18/99 �..� S C-51 PART Q - SPECIAL CC�NDITIQNS Contractor shall notify the Manager, Construction Services, Phone 871-7813, 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 s�hedule 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. 80.6 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. 80.7 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 #actory manufactured tap saddles (when required) and corporation stops, type K copper water tubing, curb stops with lock wings,�rrieter boxes, and if re�uired 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 deplh, of 36 inches below final grade. All existing 3/4-inch water service lines which ar� 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 C5-5.151NTERRUPTION OF SERVICE. AI( 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 Iocation and receipt of a meter from the project inspector o��aiss ` , SC-52 L■'J 0 LJ I`� � � C� '� L�J u L'�J � � PART D - SPEGIAL CC)NDITIC�NS the 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. 2. 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. . 3. 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). � � � o��aiss 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. SC-53 PART D - SPECi�-1L CaNDITI(�NS 4. NEW SERVICE: When new services are required the contractor shall instali tap saddle (when required), corporation stop, type K copper service line, curb ,�top with lock wings, and meter box. • 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 in�luded in the price bid for Service Taps to Mains. Payment for all work and materials such as fiurnishing and setting new meter box shall be included in the price bid for furnish, and set meter box. 5. 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). 6. 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). 80.8 � 2-Inch Temporary Service Line: 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 r�connected 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 terriporary 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. A two-inch meter will be furnished by the Water Department Meter Shop and installed by the Contractor at its point of connection to the City water supply for record keeping purposes only. 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. o��s�ss SG54 � PART D - SPEGIAL CQNDiT{QNS �� 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. D 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. L�J � 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. • 80.9 Adjust Manholes, and Vaults (Utility Cut): Contractor will be responsible for � adjusting water valve boxes, manholes and vaults to match new pavement grade. The unit price bid will be full payment for materials including all labor, equipment, tools and incidentals necessary to complete the work. u L�I 80.10 Adjust Water Valve Boxes: Contractor will be responsible for adjusting water valve boxes to match -new pavement grade. The water valves themselves will be adjusted, if necessary, by City of Fort Worth Water Department forces. . Prior to the beginning of work,� the Contractor shall make an inventory of the condition of a . existing water valve boxes. The Construction Engineer will field verify this inventory and provide the Contractor replacements for broken valve boxes. The contractor shall replace the valve boxes which are damaged during construction at no cost to the City. L#J lij I�I ��J L!' The unit price bid per each will be full compensation for all labor, materials, equipment, tools, and incidentals necessary to 'complete the work. 80.11 Purging and Sterilization of Water Lines: Before being placed inta 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 Contractor will furnish 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 furnish�d 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. � a�5/�8/99 SC-55 PART D - SPEGIAL CQNQITiONS 80.12 Work Near Pressure Plane Boundaries: Contractor shall take note that the wat�r line to be replaced under this contract may cross or may be in close proximity to an existing pressure plane boundary. Care shali be taken to ensure ali "pressure plane" valves installed are installed closed and no cross connections are made between pressure planes 80.13 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. The appropriate water sampling station will be furnished to the Contractor free of charge; however, the Contractor will be required to pick up this item at the Field Operations Warehouse. � �� PAYMENT FOR FIGURE 34 INSTALLATIONS: Payment for all work and materials� necessary for the installation of the 3/4-inch type K copper service line will be shall be included in the price bid for copper Service Line from Main to Meter. Payment for all work and materials necessary for the installation tap saddle (if required), corporation stops, and fittings shall be included in the price bid for Service Taps to Main. Payment for all work and materials necessary for the installation of the sampling station, concrete support block, curb stop, fittings, and an incidental 5-feet of type K copper service line which are required to provide a complete and functional water sampling station shall be included in the price bid for Water Sample Stations. PAYMENT FOR FIGURE 33 INSTALLATIONS: Payment for all work and materials necessary for the inst�llation tap saddle, gate.valve, and fiftings shall be included in the price bid for Service Taps to Main. Payment for all work and materials necessary for the installation of the sampling station, modification to the vault, fittings; and all type K copper service line which are required to provide a complete and functional water sampling station shall be included in the price bid for Water Sample Stations. 80.14 Ductile Iron and Gray Iron Fittings: Reference Part E2 Construction Specifications, Section E2-7 Installing Cast Iron Pipe, fittings, and Specials, Sub section E2-7.11 Cast Iron Fittings: the first Paragraph. shall be revised to` read as follows: E2-7.11 DUCTILE-IRON AND GRAY-IRON FITTINGS: All ductile-iron and gray-iron fittings shall be furnished with cement mortar lining as stated in Section E1-7. The price bid per ton of fittings shall be payment in full for all fittings,' joint accessories, polyethylene wrapping, horizontal concrete blocking, vertical tie-down concrete blocking, and concrete cradle necessary for construction as designed. . o��siss SC-56 � � � � � � � � � � � � � � � � J � PART D - SPECIAL CQNDITiQNS All ductile-iron and gray-iron fittings, valves and specials shall be wrapped with polyethylene wrapping conforming to Material Specification E1-13 and Construction Specification E2-13. Wrapping shall precede horizontal concrete blocking, ve�tical tie- down concrete blocking, and concrete cradle. Payment for the polyethylene wrapping, horizontal concrete blocking, vertical tie-down concrete blocking, and concrete cradle shall be included in bid items for vales and fittings and no other payments will be allowed. D-81 SPRINKLING FOR DUST CONTROL: All applicable provisions of Standard Specifications Item 200, "Sprinkling for Dust Control" shall apply. However, no direct payment will be made for this item and it shall be considered to this contract. ' D-82 DEWATERING: The Contractor shall be responsible for determining the method of dewatering operation for the water or sewage flows from the existing mains and ground water. The Contractor shall be- responsible for damage of any nature resulting from the dewatering operations. , The DISCHARGE from any dewatering operation shall be conducted as approved by the Engineer. Ground water shall not be discharged into sanitary sewers. Dewatering shall be considered as incidental to a construction and all costs incurred will be considered to be included in the project price.� D-83 TRENCH EXCAVATION ON DEEP TRENCHES: Contractor to prevent any water flowing into open trench during construction. Contractor shall not leave excavated trench open overnight. Contractor shall fill any trench the same day of excavation. No extra payment shall be allowed for this special condition. D-84 TREE PRUNING: � i� C. REFERENCES: National Arborist Association's "Pruning Standards for Shade Trees°. ROOT PRUNING EQUIPMENT 1. Vibratory Knife 2. Vermeer V-1550RC Root Pruner NATURAL RESOURCES PROTECTION FENCE 1. Steel "T" = Bar stakes, 6 feet long. 2. Smooth Horse-Wire: 14-1/2 gauge (medium gauge) or 12 gauge (heavy gauge). 3. Surveyor's Plastic Flagging: "Tundra" weight, International fluorescent orange or red color. � o��8iss SG57 PART D - SPECIAL C4NDITI4NS 4. Cor�`ibination Fence: Commercially manufactured combination so1 separator fabric on wire mesh backing as shown on the Drawings. D. ROOT PRUNING E. F. 1. Survey and stake location of root pruning trenches as shown on drawings. 2. Using the approved specified equipment, make a cut a minim�tm of 36 inches deep in order to minimize damage to the undisturbed root zone. 3. Backfill and compact the trench immediately after trenching. 4. Place a 3-foot,.wide by�4-inch deep cover of mulch over the trench as required by the Engineer. 5. 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. 6. Limit any grading work within conservation areas to 3-inc� 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. MULCHING: Apply 2-inches to 4-inches of wood chips from trimming or clearing ' operation on areas designated by the Engineer. � Tree Pruning shall be considered subsidiary to the project contract price. A o�re�ss SG58 � PART Q - SPECIAL CQNDITI4NS � D-85 TREE REMOVAL: � L�l � � L1 �� .�i L�J � �■1 u � ,� � ��, Trees to be removed shall be removed using applicabie 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-86 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 subsurtace 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 e.ncountered 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. Do��a�ss SC-59 u i.�J J � i� l�J � � L�I IJ f�l I� !J l�l lil L!' L�J � PART DA - ADDIT10NAL SPECIAL CONDITIONS DA-1 PIPELINE REHABILITATION CURED-IN-PLACE PIPE ............................................. OMITTED DA-2 PIPELINE REHABILITATION PIPE ENLARGEMENT SYSTEM ......................................ASC-3 DA-3 PIPELINE REHABILITATION FOLQ AND FORM PIPE ............................................. OMITi'ED DA-4 SLIPLINING ....................................................................................... . .....................OMITrED DA-5 PIPE INSTALLED BY OTHER THAN OPEN CUT ......................................................... ASC-10 DA-6 SERVICE LINE POINT REPAIR / CLEANOUT REPAIR ............................................ OMI?TED DA-7 PROTECTIVE MANHOLE COATING FOR CORROSION PROTECTION ..................... ASC-13 DA-8 MANHOLE REHABILITATION ITEMS .........:............................................................. OMITfED DA-9 SURFACE PREPARATION FOR MANHOLE REHABILITATION ............................... OMITfED DA-10 INTERIOR� MANHOLE COATING - MICROSILICATE,MORTAR SYSTEM ................ OMITTED DA-11 INTERIOR MANHOLE COATING - QUADEX SYSTEM ............................................. OMITfED DA-12 INTERIOR MANHOLE COATING - SPRAYWALL SYSTEM ......................................... ASC-16 DA-13 INTERIOR MANHOLE COATING - RAVEN LINING SYSTEM ..................................... ASC-18 DA-14 INTERIOR MANHOLE COATING - PERMACAST SYSTEM WITH EPDXY LINER.... OMITTED DA-15 INTERIOR MANHOLE COATING-STRONG-SEAL SYSTEM ..................................... OMITTED DA-16 RIGID FIBERGLASS MANHOLE LINERS .................................................................. OMITTED DA-17 PVC LINED CONCRETE WALL RECONSTRUCTION ............................................... OMITTED DA-18 PRESSURE GROUTING ............................................................................................ OMITTED DA-19 �/ACUUM TESTING OF REHABILITATED MANHOLES ............................................. OMITTED DA-20 FIBERGLASS MANHOLES ........................................................................................ OMITTED DA-21 LOCATION AND EXPOSURE OF MANHOLES AND WATER VALVES ..................... OMITTED DA-22 REPLACEMENT OF CONCRETE CURB AND GUTfER .............................................. ASC-21 DA-23 REPLACEMENT OF 6" CONCRETE DRIVEWAYS ....................................................... ASC-21 DA-24 REPLACEMENT OF H.M.A.C. PAVEMENT AND BASE ............................................. OMITiED DA-25 GRADED CRUSHED STONES .................................................................................. OMITTED o4i�s�ss ASC-1 PART DA - ADDITIONAL SPECIAL CONDITIONS DA-25 WEDGE MILLING 2" TO 0" DEPTH 5.0' WIDE ........................................................... OMITTED DA-27 BUTT JOIN�'S - MILLED ............................................................................................. OMITTED DA-28 2" H.M.A.C. SURFACE COURSE (TYPE "D" MIX) .................................................... OMITTED DA-29 REPLACEMENT OF 7" CONCRETE VALLEY GUTTER ............................................ ONIITTED DA-30 NElIV 7" CONCRETE VALLEY GUTTER .................................................................... OMITfED ,DA-31 NEW 4" STANDARD WHEELCHAIR RAMP ............................................................... OMITTED DA-32 8" PAVEMENT PULVERIZATION ............................................................................... OMITTED DA-33 REINFORCED CONCRETE PAVEMENT OR BASE (UTILITY CUT) ............................ ASC-22 DA-34 RAISED PAVEMENT MARKERS ................................................................................ OMITTED DA-35 POTENTIALLY PETROLEUM CONTAMINATED MATERIAL HANDLING ................. OMITTED DA-36 LOADiNG, TRANSPORTATION, AND DISPOSAL OF CONTAMINATED SOIL ........ OMITfED DA-37 ROCK RIPRAP - GROUT - FILTER FABRIC ..................................................................ASC-23 DA-38 CONCRETE PIPE FITINGS AND SPECIALS ........................................................:.... �MITTED oai�siss ASG2 �1 PART DA - ADDITIONAL SPECIAL CONDITIONS 0 � � � � L� C' L�J �� L�■J� �� I�I I�J I� � 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 polye�hylene 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-61 � 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, � hydrauli� .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. FonNard 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 a(lows 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 City of Fort Worth Department of Engineering, and Fort Worth Water Department. 4. Quality Assurance: � 04/16/99 DA-2 PIPE ENLARGEMENT SYSTEM: A. GENERAL: 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. ASC-3 PART DA - ADDITIONAL SPECIAL CONDITiONS 5 Submittals: Submit for review and acceptance, the following Contractor's Work Plan and Drawings to the Department of Engineering (DOE): 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 DOE. � � 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. 2) 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) 4) � Certification of workmen training for installing pipe. Television inspection.reports and video tapes made after new pipe installation. Delivery, Storage, and Handling: a. Transport; handle, and store pipe and fittings as recommended by manufacturer. b. If new pipe and fittings becorrae 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: 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 �ategory shall be extra high (250,000 to 04/16/99 ASC-4 J PART DA - ADDITIONA,L SPECIAL CONDITIONS 0 � '� � 2. c. The manufacturer's certification shall state that the pipe was rraanufactured D from one specific resin and shall state the resin used and its source. All . pipe shall be made of virgin material. No rework, �xcept that obtained from � the manufacturer's own. production of the.same formulation, shall be used. � � � � � �.J Q � � C. a � � a 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. d. Pipe supplied under this specification shall have a nominal IPS (Iron Pipe Size) outside diameter. The Standard Dimension Ratio (SDRI and minimum qressure ratinq of the pipe shall be SDR 17 - 100 osi. Pipe with a lower SDR ratio and higher pressure r.ating may be used in lieu of the minimum specified. 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. . c. Rejection: Polyethylene plastic pipe and fittings may be rejected for failure to meet any of the requirements of this specification. 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 polyethyl�ne 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. �� ao4irsiss ASG5 PART �DA - ADDITIONAL SPECIAL CONDITIONS L�7 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 specifcations. The Contractor shall, upon request, permit the Engineer.to take elevations on both the existing and .new portions of th� 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 �ngineer. I�I L�I II'I � � C'J 4. Service Interruptions: Service interruptions to homes shall not exceed 18 hours. ' � PREPARATION: 1. Bypassing Sewage: 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 .�nd 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. 2. Line Obstructions: If pre-installation (TV) ins�ection 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 responsi�'le 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 w�ter in the absence of sewage flow. The contractor shall take the necessary measures to eliminate the sag by the method of: pipe t"�placement, digging a sag elimination pit and bringing the bottom of the pipe 04/16/99 AS C-6 � PART DA - ADDITIONAL SPECIAL CONDITIONS 0 � LJ !� � � u � � 1,�. trench to a uniform grade in line with the existing pipe invert or by other measures that shall be acceptable to the Eragineer 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 Department of Engineering 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 4he 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 Department of Engineering 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. Q 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". LRJ � �� '�J � ' E. PIPE ENLARGEMENT SYSTEM AND PIPE INSTALLATION: 1p. 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 sifencers or other devises to reduce machine noise as needed to meet requirements. � oai�siss ASC-7 � PART DA - ADDITIONAL SF�ECIAL CONDITIONS 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 a1�e larger/deeper than 10% of the wall thickness shall not be used and shall be removed from the construction site. The replacement pipe passi�g 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 Ripe 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 tfie 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 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 �nanhole 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 circ�e steel clamp shall be utilized to connect segments of the HDPE pipe. 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. L'ower hydraulic jack into the manhole and align. Insert new pipe by �simultaneous operation of the jack and winching the cutter and head forward. 0 C� LJ � l'1 =� L'J � .� � �, � L�J � L_`J u � � oai�siss ASC-8 ' � � � � � � � � � � � � Q � D � � � F. � � PART DA - ADDITIONAL SPECIAL CONDlTIONS Anchoring New Pipe and Sealing Manholes: 5. 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 manhofe 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. Field Te�ting: � 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 hvld against the test pressure without 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 djameter in the following table: Carrier Pipe Minimum Elapsed Diameter (inches) Time (minutes) $ 4 10 5 12 6 15 7 � Post-Construction Television Inspection of New Pipe: Refer to Special Condition for Post-Construction Televisioh Inspection of Sanitary Sewer. MEASUREMENT AND PAYMENT: 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 #he various sewer diameters listed. � o4i�siss ASC-9 PART DA - ADDITION�L SPECIAL CONDITIONS 2. Seniice Reconnections: Installation of sewer service connections will be measured for payrrient 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. 5. 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 Cont�actor activities shall be considered subsidiary to the cost of the project and no additional payment will be allowed. 6. Testin�: All.cost for.testing the replacement pipe by a pressure method will be incidental to pipe installation. . � , DA-5 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: � � � � 1. Casing Pipe: Casing pipe shall be steel conforming to ANSI B36.10 and the � following: a. Field Strength: 35,000 psi minimum. � oai� e�ss AS C-10 �j �I � 0 � � a D � C. a � � . � � CI �I� � � PART DA - ADDITIONAL SPEC�IAL CONDITIONS b. c. d. Wall thickness: 0.312 in. minimum (0.5 for railroad crossings). Diameter: As shown on the drawings (minimum size requirements). Joints: Continuous circumferential weld in accordance with AWS D1.1. Carrier Pipe in Casing: Carrier pipe shall be as shown on drawings and as specified in the General Contract Documents. 2. , Sewer Pipe without Casing Pipe: Shall be minimum Class 51 ductile iron pipe, or as designated on the plans. 3. 4. Grout: Grout shall be Portland Cement grout of min. 2000 psi compressive � strength at 28 days. Proportion�d not less than 1 cu. ft. of cement to 3 cu. ft. of fine sand with sufficient water added to provide a free flowing thick slurry. � ' EXECUTION 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 pertormed in such a manner so as to not intertere 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�. Pits and Trenches: F a. If the grade of the pipe at the end is below the ground surface, suitable pits or #renches 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. 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. 3. 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 a, 04/16/99 AS�_� � PART DA - ADDITIONAL SPECIAL CONDITIONS methods of maintaining line and grade on the casing may be approved if acceptable to the Engineer. Excavated material shail 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. 4. 5. 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 co�°solidate 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. , c. Allowable variation from the line and grade shall be as specifi�d under paragraph A.2. All voids between bore and outside of casing shall be ' pressure grouted. 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. 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 cnnstructed of bore and jacked ductile iron pipe. b. When a casing pipe is not designated on the drawings, the co'ntractor 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 install�tion By Other than Open Cut. o4i�s�ss ASC-12 � � i � 1 � i � � � 1 � � � � � � � � PART DA - ADDITIONAL SPECIAL CONDITIONS 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 perm�tted by the Engineer and in soft soil layer. All voids outside of installed pipe shall be pressure grouted. 6. Tunneling: Where the characteris'tics 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. 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. L7 c. The space between the tunnel liner and the limits of excavation shall be pressure grouted or mud-jacked. 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 tnstalled 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 instalfing 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. , DA-7 PROTECTIVE MANHOLE COATING FOR CORROSION PROTECTION: � 04/16/99 GENERAL: 1. 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-12 and DA-13) 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 ASC-13 PART DA - ADDIiIONAL SPECIAL CONDITIONS 3 4. � � � � � B. MATERIALS: C 1. Scope: This section governs the materials required for completion of protective � coating of designated structures. 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 finro-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 (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 manu�actured by Standard Cement Materials. 4. Material Identification: �'he 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 follow�': protective coating of structures in accordance with manufacturer's recommendati`ons. Manufacturer's Recommendations: Materials and procedures utilized for the lining process shall be in strict accordance with manufacturer's recommendations. Corrosion Protection: Corrosion protection may be required on al� structures where high turbulence or high H2S content is expected. � Property Standard Tensile Strength ASTM D-638 Flexural Stress ASTM D-790 Flexural Modulus ASTM D-790 Long Term Value 5,000 psi 10;000 psi 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. EXECUTION: 1. General: Protective coating shall not be installed until the structure is complete and in place. 0 oai�siss ASC-14 � l�, u � '!J u L�J PART DA - ADDITIONAL SPECIAL CONDITIONS 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 app°roximately 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. � �' I�I � L! u � � � f_� � D. � 04/16/99 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. 1) 2) 3) The surface shall be�thoroughly cleaned of all foreign materials and matter. Pface covers . over the invert to prevent extraneous material from entering the sewers. � If required for filling or leveling, apply specialty cement product to provide a smootfi surface for the coasting material. 4) Spray the urethane or epoxy onto the structure wail and bench/trough to a minimum uniform thickness of 125 mils (0.125 inches). Thickness to be verifiable through the use of inethods 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-63 - 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 ASC-15 PART DA - ADDiTiONAL SPECIAL CONDI�'IONS Contract Unit Price shali 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-8, MANHOLE REHABILITATION. DA-12 INTERIOR MANHOLE COATING - SPRAY WALL SYSTEM: A. GENERAL 1. 2. 3. 4. 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-10, DA-11, DA-13, or DA-14. 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. Manufacturer's Recommendations Materials, mixture ratios, and procedures utilized for the coating process shall be in accordance with manufacturer's recommendations. 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-1 s or Reliner MSP) sprayed or trowelled on coating over the original interior surface. B. MATERIALS 1. Scope 2. 3. This section governs the materials required for completion of interior coating of manholes. . Interior Coating The interior coating shall be a proprietary two component, 100 percent solids, rigid polyurethane system designated as Spray Wall as manufactured by Sprayroq, Inc. Spe�ialty Cement o4i�siss ASC-16 I�! � PART DA - ADDITIONAL SPECIAL CONDITIONS �� LJ � 4. The specialty cement-based coating material shall be either Quadex QM-1 s as manufactured by Quad�x, Inc. or Reliner MSP as manufactured by Standard Cement Materials. 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: Prooertv Q Tensile Strength Flexural Stress Flexural Modulus L!J 5. Mixing and Handling Standard ASTM D-638 ASTM D-790 ASTM D-790 Lona Term Value 5,000 psi 10,000 psi 550,000 psi � 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. QC. EXECUTION '!f � 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. � � � ��J 2. Temperature 3. 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. Interior Manhole Coating 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. [wl 1) The surface shall be thoroughly cleaned of all foreign materials and matter. Cleaning shall be accomplished by using high pressure water � o4i�wss ASC-17 PART DA - ADDITIONAL SPEC.IAL COND1T10NS spray (minimum 3500 psi at spray tip), cleaning with muriatic acid, degreaser,, or other solventis as neede� in order to remove any film or residue on the surface. u � � 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 surtace 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 inethods acceptable to the Engineer. � C� 5) 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- 18. 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. �.p DA-13 INTERIOR MANHOLE COATING - RAVEN LINING SYSTEM: A. GENERAL 1 2. Scope 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 Manhole Rehabilitation Schedule, listed in Section I. Interior manhole coating shall meet the requirements of this Section, or of Section DA-10, DA-11, DA-12, or DA-14. 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. o4i�siss ASC-18 � PART DA - ADDITIONAL SPECIAL CONDITIONS L�J L■�J u � !�l � 4 B. MATERIALS a1. Scope !J L�'1 2. . Raven Ultra High-Build epoxy Coating, a two-part epoxy resin system using 100% Q solids based epoxy binder with fibrous and flake fillers, is manufactured by' Raven Lining systems and designated as Raven 405. I� �� iJ I�J L�I L�I 3 � �� Manufacturer's Recommendations Materials, mixture ratios, and procedures utilized for the coating process shall be in accordance with manufacturer's recommendations. 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. This section governs the materials required for completion of interior coating of manholes. , Interior Coating Specialty Cement The specialty cement-based coating material shall be either Quadex QM-1 s as manufactured by Quadex, Inc. or Reliner MSP as manufactured by �Standard Cement Materials. Material Identification 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. 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 � oai�s�ss ASC-19 PART DA � iADDITIONAL SPECIAL CONDITIONS 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 Manhole coating shall not be performed until sealing of manhole from frame and grade °adjustments, partial manhole replacement, � manhole groGting or sewer rep�acement/repairs are complete. 2. Temperatures �a 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 hoiars. Interior Manhole Coating a. 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 a recommendations and the following procedure. 1) The surface preparation shall comply with the requirements of � Section DA-9, SURFACE PREPARATION FOR MANHOLE RESTORATION. 2) 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)4 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. 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. oai�siss ASC-20 I� PART DA - ADDITIONAL SPECIAL CONDITIONS 0 � '�J � � 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- 18 — VACUUM TESTING OF REHABILITATED MANHOLES. � D. MEASUREMENT AND PAYMENT Payment shall be based on the Contract Unit Price per vertical foot, measured from the� a 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 fumishing all labor, supervision, materials, equipment all testing necessary to complete the work. Payment for grouting of pipe seals, bench and � trough and manhole walls shal� be based on the Contract Unit Price for each manhole actually grouted. � � u L�l �`J L�J u DA-22 REPLACEMENT OF CONCRETE'CURB AND GUTTER: Contractor shall replace all damaged existing curb and gutter, as designated by the Construction Engineer, and replace with standard concrete curb and gutter, laydown curb and gutter, or in like kind, as governed by the standard City Specifications. Pay limits for laydown curb and• gutter are as shown in Drawing No. S-S5 of the Standard Specifications. Included, and figured subsidiary to this unit price, will be the required excavation into the street to aid in the construction of the curb and gutter. The pay limit will be 9" out from the gutter lip, with same day haul-off of the removed material to a suitable dump site. The street void shall be filled with H.M.A.C. "Type D" mix and compacted to standard City densities and top soil, if needed, shall be added and leveled to grade behind the curb. Existing improvements within the parkway such as water meters, sprinkler system, etc. damaged during construction shall be replaced with same or better at no cost to the City. Backfill for curb and gutter shall be completed within fourteen (14) calendar, days from the day of demolition to date of completion. if the contractor fails to comptete the work within fourteen (14) .calendar days, a$100 dollar liquidated damage will be assessed per block per day. The unit price bid per linear foot shall be full compensation for all materials, labor, equipment and incidentals necessary to complete the work. � DA-23 REPLACEMENT OF 6" CONCRETE DRIVEWAYS: This item shall include the removal and replacement of existing concrete driveways, due to � deterioration or in situations where curb and gutter is replaced to adjust grades to eliminate ponding water with same day haul-off of the removed material to a suitable dump site. For specifications governing this item see Item No. 104 "Removing Old Concrete", Item No. 504" � o4i� siss AS C-21 PART DA - ADDITIONAL SPECIAL CONDITIONS Concrete Sidewalk and Driveways".• Pay limits for concrete driveway are as shown in Drawing No. S-S5 of the Standard Specifications. The unit price bid per square yard shall be full compensation for all labor, material, equipment, supplies, and incidentals necessary to complete the work. DA-33 REINFORCED CONCRETE PAVEMENT OR BASE (UTILITY CUT) The following specifications are for the furnishing and placing of reinforced concrete pavement or base as shown on detail and as directed t�y the Engineer. A. GENERAL: Reinforced concrete pavement. or base shall conform .ta Specification Item No. 314 herein except for finishing and curing. � � B. FINISHING: The reinforced concrete shall be brought to a uniform surface by working with a wooden float. The surFace shall be flush with the adjacent pavement and shall have a finish similar to the surrounding pavement. The surface shall be even and shall provide a smooth ride. C. CURING: The reinforced concrete pavement surfaces shall be sprayed uniformly with a membrane curing compound conforming to the requirements .of� ASTM C-309, Type 2, white-pigmented compound, which shall not produce permanent discoloration of the concrete. Concrete shall be allowed to cure for seven days or test cylinders reach 3000 psi before removal of barricades. D. EXECUTION: Included in this item will be the removal of the existing reinforced concrete pavement. The existing pavement shall be sawed so as to maintain an eve�, straight pavement cut. The existing reinforcing steel at sawed line and construction joints shall.be lapped 18 inches with the new reinforced concrete pavement. The existing steel shall be thoroughly cleaned before lapping. The following work method will be performed on each utility cut: 1. Place safety signs, barricades and/or other warning devices where qecessary and as required. > 2. Replace pavement to�nearest joint. 3: Mark out the damaged area with keel, chalk line or paint being sure to include all areas requiring repair. 4. Saw cut along marked lines a minimum of two (2) inches deep. 5. Remove existing concrete. o4i�s�ss ASC-22 [�� PART DA - ADDITIONAL SPECIAL CONDITIONS lJ � � 6. Form joints and place reinforcing steel and Dowel Bars (as required) according to standard specifications. 7. Place and finish concrete. 8. Clean up job site, removing all debris. 9. Maintain traffic control devices.to protect the.area until the concrete has cured seven days or concrete reaches 3000 psi compressive strength. E. PAYMENT: Payment shall be made at the unit price per linear foot as shown-on the proposal and shall be .. full compensation for�furnishing all labor, materials, equipment tools and incidentals necessary to complete the work.� � DA-37 ROCK RtPRAP - GROUT - FILTER FABRlG: a�A. GENERAL: � � DB 1. General Conditions, Supplemental Conditions, applicable requirements of Division 1- General Requirements and the North Central Texas Council of Governments (NCTCOG) Standard �Specifications, are hereby made a part of this section. 2. This item shall govern for the installation of rock riprap of the various sizes shown on the plans. DESIGN CRITERIA: � 1. The toe of the riprap revetment shall be entrenched in stable channel bottoms. If the channel bottom is not stable, th�e design shall incorporate other requirements needed to stabilize the revetment toe. � � � C � � 04/16/99 2. The channel side slope shall be as shown on the drawings. 3. Engineering filter fabric material shall be placed underneath the riprap. 4. Riprap shall extend �up the bank to an elevation where vegetation will provide adequate protection. See cross sections. PRODUCT: 1. RIPRAP MATERIAL: Stone for tiprap shall be durable and of a suitable quality to insure permanence in the structure. It shall be free from cracks, seams and other defects that would tend to increase deterioration. Rock shall be reasonably well graded between the following prescribed limits: 0 ASC-23 0 � PART DA - ADDITIONAL SPECIAL CONDITIONS 0 � Sieve Size (Sauare Meshl Percent Passin� 24" 24 inch 100 Riprap 18 inch 80-90 12 inch 45-55 6 inch 0-20 Sieve Size . �(Sauare Meshl Percent Passina 18" 18 inch 100 Riprap 12 inch 60-85 , 6 inch 15-45 � 3 inch 0-15 2. RIPRAP WEIGHT: Weight of rock shall be one hundred fifty five pounds per solid cubic foot (min.) calculated from the bulk specific gravity (saturated surface �'ry). • � � 3. FILTER FABRIC BLANKET: ° Approved Manufacturer: •� Supac - Heavy Grade 8NF (UV) • Trevira 011/280 • Amoco 4553 • or Equal Heavy Grade 4. RIPRAP GROUTING .� a. FINE AGGREGATE: Fine aggregate for grouting mix shall consist of natural sand, manufactured sand, or a combination of natural and manufactured sands. The grading and uniformity of the fine aggregate shall conform to the followin� requirements as delivered to the mixers: Sieve Designation, U.S. Permissible Limits Standard Souare Mesh Percent bv Weiaht. Passinq 3/8 in. (9.5 mm) 100 No. 4 (4.75 mm) 95 -100 No. 8(2.36 mm) 80 - 95 No. 16 (1.18 mm) 55 - 75 No. 30 (600 um) 30 - 60 No. 50 (300 um) 12 - 30 No. 100 (150 um) 2- 10 EX�ECUTION: 1. CONSTRUCTION: a. The channel side slope and the toe excavation shall be prepared to the required lines and grades. . o4irsiss AS C-24 � PART DA - ADDITIONAL SPECIAL CONDITIONS I� � '�J ��J � � � � I�J � '� f�! u � � ' 04/16/99 b. Filter fabri� and riprap shall be placed in succession to the required thicknesses and elevations. Riprap shall be hand placed around structures to prevent damage to the structures. 2. INSTALLATION OF THE FILTER FABRIC (GEOTEXTILE): The geotextile shall be placed in the manner and at the locations shown on the drawings. At the time of installation, the geotextile shall be rejected if it has defects, rips, holes, flaws, deterioration or damage incurred during manufacture, transportation or storage. The surface to receive the geotextile shall be prepared to a relatively smooth condition free of. obstructions, depressions, debris, and soft or• low density pockets of material. Erosion features such� as rills, gullies, etc. must be graded out of the surFace before geotextile placement. The geotextile shall be placed with the long dimension perpendicular to the centerline of, the channel and laid smooth and free of tension, stress, folds; wrinkles, or creases. The strips shall be placed to provide a minimum width of 24-inches of overlap for each joint. Temporary pinning of the textile �to help hold it in place until the rock riprap is placed. The temporary pins shall be removed as the riprap is placed to relieve high tensile stress which may occur during placement of � material on the geotextile. The specified placement procedure requires that the length of the geotextile be greater_than the actual slope length. The Contractor shall adjust the actual length of the geotextile used based on initial installation experience. The geotextile shall be protected at all times during constru,ction from contamination by , surface runoff and any geotextile so contaminated shall be removed and replaced with, uncontaminated geotextile. . Any geotextile�damaged during its installation or during placement of, riprap shall be replaced by the Contl`actor at no cost to the Owner. The work shall be scheduled so that the covering of tMe geotextile with a layer of the specifed material is accomplished within seven (7) calendar days after placement of the geotextile. Failure to comply shall require replacement of geotextile. The geotextile shall be protected from damage prior to and during the placement of rock riprap. Before placement ofi gabion units, the Contractor shall demonstrate that the placement technique will prevent damage to the geote�tile. In no case shall any type of equipment be allowed on the unprotected geotextile. 3. RIPRAP PLACEMENT: Stone for riprap shall be placed on the filter fabric blanket in such a manner as to produce a reasonably well graded mass of rock with the minimum practicable percentage of voids and shall be constructed within the specified tolerance to the lines and grades shown on the drawi,ngs. Then intent of these specifications is to require ptacement of riprap to the thickness shown and to allow isolated stones to extend as much as six inches above grade. Riprap shall be placed to its full course thickness at one operation and in such a manner as to avoid displacing the fabric. The larger stones shall be well distributed and the entire mass of stones in their final position shall conform to the gradation specified hereinbefore. The finished riprap shall be free from objectionable pockets of small stones and clusters of larger stones. The �desired distribution of the various sizes of stones throughout the mass shall be obtained by selective loading of the material at the quarry or other source, by controlled dumping of successive loads during final placing, or by other methods of placement which will produce the specified results. Rearranging of individual stones, by mechanical equipment or by hand will be required to the extent necessary to obtain a reasonably well graded distribution of stone specified above. The Contractor shall maintain the riprap protection until accepted. Any material AS C-25 PART DA - ADDITIONAL SPECIAL CONDITIONS E. dispiaced by any cause shall be repiaced at his erosion to the iines and grades shown ort' the Drawings. 4. GROUT PLACEMENT:, Grout shall be composed of cement, water and air-entraining admixture and sand mixed in the proportions of 1 part of Portland cement to 3 parts of sand, sufficient water �o' produce- a workable mixture, and .that �amount of admixture which will entrain sufficient air to produce durable grout, as determined by �the ENGINEER. Sand for.grouting shall conform to the requirements of paragraph: FINE AGGREGATE. The grout shall be mixed in"a concrete mixer in the manner specified for . concrete except that the time of mixing shall be increased to that necessary to produce a mixture having a con�istency such as to permit gravity flow into the interstices of the riprap with the help�of limited spading and brooming. The grout shall be used in the work within a period of one (1) hour after mixing. Retempering of ground will not be .. � permitted. Riprap shall not be grouted °when . the ambient .temperatu�e is below 35 degree F. or above 95 degrees F. unless approved by the ENGINEER in writing; nor when the grout, without special protection, is likely to be subjected to freezing temperatures before final set has occurr�d. Prior to grouting, all surfaces of riprap shall � be wetted. The riprap shall be grouted in successive longitudinal strips, approximately 10 feet in width, commencing at the lowest strip. and working up the slope. Grout shall � be brought to the place o��inal deposit- by approved means, and in no case will grouf be permitted to flow on the riprapped..sur,face a distance in excess of 10 feet. Immediately�� after dumping the batch of grout, it shall be distributed over the surface of the strip by the use of brooms and the grout worked into place between stones with suitable spades, trowels, or vibrating equipmerit. As a final.operation, the grout shall be removed from � the top surfaces of the upper stones and from pockets and depressions in the surface of the stone protection. �After completion of any strip as specified, no workman or any load shall be permitted on the grouted surtace for a period of at least 24 hours. The grouted surface shall be protected from rain, flowing water; and mechanical injury. The surFace of all grouted riprap shall be cured by keeping the surface continuously wet for a period of not less than 7 days. MEASUREMENT AND PAYMENT 1. FILTER FABRIC: Filter fabric will �e measured by the square yard for material used including that required at toes and thickened edges of riprap. Payment for filter fabric wvill be made at the contract unit price per square yard which includes all plant, labor, material, and all installation costs in-place, complete. 2. STONE RIPRAP: Stone (rock) riprap will be measured by the cubic yard using actual plan dimensions. Payment for riprap�will be made at the contract unit price per cubic yard which includes all plant, labor, material, and installation costs in-place, complete. 3. GROUT: Grou� for rock riprap will be measured by the square yard using actual plan dimensions. Payment far grout will be made at the contract unit price per square yard which includes all plant, labor, material, and installation costs in-place, complete. 04/16/99 AS G26 � � � � � � 1 1 � � 1 � i 1 1 � ! � 1 �'art F - �onds (City of Fort �Vorth) L�J � J C �� I'� ■1 '� � �� I�l � CERTIFICATB OP INSURANCE TO: CITY OF FORT WORTH Date: 10/21/99 NAME OF PKO.IECT: MAIN 390 DRAINAGE AREA SANITARY SEWER SYSTEM REHABILITATION AND I NIPROVEME NTS PR07ECT NUMBER: (GROUP 6, CONTRACT 1� PART 18, UNIT 2 DOE N0. 2549 IS TO CERTIFY THAT : WHI ZCON UTI L•ITIES� INC. is, at the date of this certificate, Insured by this Company with respect to the'business operations hereinafter described, for the type of insurance and accordance with provisions of the standard policies used by this Company, and further hereinafter described. Exceptions to standard policy noted on reverse side hereof. � TYPE OF INSURANCE Policy Effective Expires Limits of Liability Worker'sCompensation WC3067342 09/Ol/99 09/O1/00 1,000,000 Comprehensive General Liability Insurance (Public CLP3067345 09/O1/99 Liability) Blasting Collapse of Building or structures adjacent to excavations Damage to Underground Utilities Builder's Risk Comprehensive Automobile Liability CLP3067345 09/O1/99 CLP3067345 09/O1/99 CAP3067344 09/O1/99 Bodily Injury: 09/O1/00 Ea. Occurrence: $ 1� 000� 0)0 Property Damage: Ea. Occurrence: $ 1� 0 0 0� 0) 0 Ea.Occurrence: $ N/A 09/O1/00 09/O1/�b'0 Ea. Occurrence: $ 1, 0 0 0� 0) 0 Ea. Occurrence: $ 1� 0 0 0� 0 l 0 09/O1/00 Bodily Injury: Ea. Person: $ 1�000� 0 )OCSL Ea. Occurrence: $ Property Damage: Ea. Occurrence: $ Bodily lnjury: 09/O1/00 Ea.Occurrence: $1�000,010 ' Property Damage: . Ea. Occu�ence: $1 � 0 0 0� 0) 0 Contractual Liability CLP3067345 09/O1/99 l•� I� LiJ � � LJ Other UMBRELLA CUP2527405 09/O1/99 09/O1/00 $?.,000,000 Locations covered: TEXAS � Description ofoperations covered: CONDUIT CONST, GAS MAIN� SEWER MAIN. WATER MAIN OR CONNECTION CONST The above policies either in the body thereof or by appropriate endorsement provided that they may not be changed or canceled by the insurer in less than five (5) days after the insured has received written notice of such change/or cancellation. Where applicable local laws or regulations require more than five (5) days actual notice of change or cancellation to be assured, the above poficies contain such special requirements, either in the body thereof or by appropriate endorsement thereto attached. AQencv I NSURANCE ONE AGENCY� I NC . Fort Worth AQent BITUMINOUS I NSURANCE C0. By � G(% � Address 22 2 W. LAS COL I NAS B LVD . S TE 17 20 Title A T PO BOX 167968, IRVING, TX 75016-7968 a _ `I �� I� � I� L�J � II�� J � � u �� u I�I CONTRACTOR COMPLIANCE WITH WORKERS' COMPENSATION LAW Pursuant to V.T.C.A Labor Code Section 406.096, Contractor certifies that it provides workers' compensation insurance coverage for all its employees employed on city of Fort Worth Project Number PS46- 070460410280 � WHIZCON UTILITIES. IN , CONTRACTOR By: � 1,� .�.i_ � �_ 1 �2es � d ��nrt" Title �D�.?9�l'�� Date STATE OF TEXAS COUNTY OF TARRANT � 0 BEFORE ME, the undersigned authority, on this day personally appeared �O�CQ'i�2 �l�lI�2�J�.+� known to me be the person whose name is s pscribed to the1 f9 r oing instrument, and acknowledged to me that he executed the same as the act and deed of �l?j Z C,� �Tili�P.�S �c for the purpose and consideration therein expressed and in the capacity therein stated. ��✓��...� GIVEN UNDER MY HAND AND SEAL OF OFFICE this ��o(aQ�... . �9 94 �e Y�Fotary Public n or the State of Texas �¢N11ys 7�,a�a^; ;�s�cy WILLIAM PADMORE Notary Pubiic, State of Texas �,.s My Commission E�ires �'�';EOF��,;a` September O7, 2003 M.M n�9T� day of ��1 LJ I� � LsJ L�J C CI C � L�J � � CII l�l l�J l�' l*1 �l �jj J PERFORMANCE BOND BOND NO. LF01-12525 THE STATE OF TEXAS COUNTY OFTARRANT KNOW ALL MEN BY THESE PRESENTS: That we (1) WHIZCOIv UTILITIES. INC. a(2) CORPORATION of TEXAS, hereinafter call Principal, and (3) INI�RCARGO INSURANGE COMPAIVY a corporation organized and existing under the laws of the State and fully authorized to transact business in the State of Texas, as Surety, are held and firmiy bound unto the City of Fort Worth, a municipal corporation organized and existing under the laws of the State of Texas, hereinafter called Owner, in the penal sum of: THREE HUNDRED THIRTY-SEVEN THOUSAI�iD SEVEN HUNDRED NINETY-EIGHT AND NO/100...... f$337,798.001 Dollars in lawful money of the United States, to be paid in Fort Worth, Tarrant County, Texas, for the payment of which sum well and truly be made, we hereby bind ourselves, our heirs, executors, administrators and successars, jointly and severally, firmly by these presents. THE CONDITION OF THIS of: OBLIGATION is such that Whereas, the Principal entered into a certain contract with the City of Fort Worth, the Owner, dated the aG'� of OC,1:i9y� copy of which is hereto attached and made a part hereof, for the construction of: MAIN 390 DRAINAGE AREA SANITARY SEWER SYSTEM REHABILITATION AIVD IMPROVEMENTS (GItOUP T, CONTRACT 1) PART 18, UNIT 2 . designated as Project No. (s) PS46-070460410280, a copy of which contract is hereby attached, referred to, and made a part hereof as fully and to the same extent as if copied at length herein, such project and construction being hereinafter referred to as the "work". NOW THEREFORE, if the Principal shall well, truly, and faithfully perform the work in accordance with the plans, specifcations, and contract documents during the original term thereof, and any extensions thereof which may be granted by the Owner, with or without notice to the Surety, and if he shall satisfy all claims and demands incurred under such contract, and shall fully indemnify and save harmless the Owner from all costs and damages which it may suffer by reason of failure to do so, and shall reimburse and repay the Owner all outlay and expense which the Owner may incur in making good any default, then this obligation shall be void; otherwise to remain in full force and effect. F1 � � � r � r� L PROVIDED FURTHER, that if any legaf action filed upon this bond, venue shall lie in Tarrant County, State of Texas. AND PROVIDED FURTHER, that the said Surety, for value received, hereby stipulates and agrees that no change, extension of time, alteration or addition to the terms of the contract or to the work to be performed thereunder or the specifications accompanying the same shall in any wise affect its obligations on this bond, and it does hereby waive notice of any such change, extension of time, alteration or addition to the terms of the contract or to the work or to the specifications. IN WITNESS WHEREOF, this instrument is executed in 10 counterparts each one of which shall be deemed an original, this the aG�' ofocio�r� �yy'S ATTEST: ��/1 � WHIZCON UTILITIES, INC. �.� (Principal) Secretary RINCIPAL (4) (SEAL) �� O.-� Witness as to Principal �Saa� r3 Mos�o�✓eo, ,4�rwo2r�T >6�if Address ATTEST: (SEAL) (Surety) Secretary � �%-�- ��-yh� Witness as to Surety � 206 IINI ST_ ,#1(1�i, T�.'WISVIT•r F', TX 75057 (Address) u BY: �.�1�.��_ _ � 1 \� , Title: �rL�s i ckP��TT 5224B MOSSON ROAD FORT WORTH, TX 76119 (Address) INTERCARGO INSURANCE COMPADJY Surety BY: ��C,��c; �-� ✓� �,E;1��'� (Attorney-in-fact) (5) PAULINE L. LESCH P.O. BOX 1150, LEWISVILLE, TX 75067 (Address) NOTE: Date of Bond must not be prior to date of Contract (1) Correct Name of Contractor (2) A Corporation, a Partnership or an Individual, as case may be (3) Correct name of Surety (4) If contractor is Partnership all Partners should execute Bond (5) A true copy of Power of Attorney shall be attached to Bond by Attorney-in-Fact.. ' F2 lil L�J L�J L!,' �� ' LI� �' � � � � L�l � � � u PAYMENT BOND BOND NO. LF01-12525 THE STATE OF TEXAS COUNTY OF TARRANT � � KNOW ALL MEN BY THESE PRESENTS: That we (1) WHIZCON UTILITIES, INC. a(2) Corporation of Texas, hereinafter call Principal, and (3)INTERCARGO INSURANCE COMPANx a corporation organized and existing under the laws of the State and fully authorized to transact business in the State of Texas, as Surety, are held and firmly bound unto the City of Fort Worth, a municipal corporation organized and existing under the laws of the State of Texas, hereinafter called Owner, and unto all person, firms, and corporations who may furnish materials, for or perform labor upon the building or improvements hereinafter referred to in the penal sum of : THREE HU1�IDRED THIRTY-SEVEN THOUSAND SEVEN HUNDRED NINETY-EIGHT AND NO/100... ($337,798.00) Dollars in lawful money of the United States, to be paid in Fort Worth, Tanant County, Texas, for the payment of which sum well and truly be made, we hereby bind ourselves, our heirs, executors, administrators and successors, jointly and severally, firmly to these presents. THE CONDITION OF THIS OBLIGATION is such that Whereas, the Principal entered into a certain contract with the City of Fort Worth, the Owner, dated the ,,ZG�day of OcT, A.D. , 1999, a copy of which is hereto attached and made a part thereof, for the construction of:: MAIN 390 DRAINAGE AREA SAIVITARY SEWER SYSTEM REHABILITATION AND IMPROVEMENTS (GROUP 6, CONTRACT 11 PART 18. UNIT 2 Project No. (s) PS46-070460410280 a copy of which is hereto attached, referred to and made a part hereof as fully and to the same extent as if copied at length herein, such project and construction being hereinafter referred to as the "work". NOW THEREFORE, the condition of this obligation is such that, if the Principal shall promptly make payment to all claimants as defined in Article 5160, Revised Civil Statutes of Texas, supplying labor and materials in the prosecution of the work provided for in said Contract, then this obligation shall be null and void, otherwise it shall remain in full force and effect. F10 � L � � � � � � � 1 � �.: � `J THE BOND IS MADE AND ENTERED into solely for the protection of all claimants supplying labor and material in the prosecution of the work provided for in said Contract, as claimants are defined in said Article 5160, and all such claimants shall have a direct right of action under the bond as provided in Article 5160 of the Revised Civil Statutes. PROVIDED FURTHER, that if any legal action be filed upon this bond, venue shall lie in Tarrant County, State of Texas, that the said Surety, for value received, hereby stipulates and agrees that no change, extension of time, alteration of addition to the terms of the contract or to the work to be performed thereunder or the speciiication s accompanying the same shall in any wise affect its obligation on this bond, and it does hereby waive notice of any such change, extension of time, alteration or addition to the terms of the contract or to the work to the specifications. PROVIDED FURTHER, that no final settlement between the Owner and the Contractor shall abridge the right of any beneficiary hereunder whose claim may be unsatisfied. IN WITNESS WHEREOF, this instrument is executed in 10 counterparts each one of which shall be deemed an original, this the �day of ocT, A.D., 1999. / J � i � _ JI _ _I . .�_r (Principal) Secretary �� a �� Wimess as to Principal �%� �3 tilassa.✓ �; � 2r �vo2�Td ��irf Address ATTEST: (SEAL) (Surety) Secretary ¢%c.�.�._. �%,� %�r,'yh� Witness as to Surety ` 206 ELM ST., #105, LEWISVILLE, TX (Address) 75057 WHIZCON UTILITIES IIVC BY: �n PR�CI AL % ��.�. ,_. __\ ....� Title: [ i(� tosz; c�Pmt�' 5224B MOSSON ROAD FORT WORTH, TX 76119 (SEAL) (Address) INTERCARGO INSURANCE CONIPANY urety - . BY: l{:�,��. v �; �� ,.�,�(' � � (Attorney-in-fact) (5) PAULINE L. I,ESCH (Address) P.O. BOX 1150, LEWISVILLE, TX 75067 (Address) NOTE: Date of Bond must not be prior to date of contract (1) Correct Name of Contractor (2) A Corporation, a Partnership or an Individual, as case may be (3) Correct name of Surety (4) If contractor is Partnership all Partners should execute Bond (5) A true copy of Power of Attorney shall be attached to Bond by Attorney-in-Fact.. a1 �I �II � THE STATE OF TEXAS COUNTY OFTARRANT MAINTENANCE BOND � �� BOND NO. LF01-12525 KNOW ALL MEN BY THESE PRESENTS: That (1) WHIZCON UTILITIES, INC. as Principal, acting � herein by and through (2) its duly authorized and (3) INTERCARGO INSURANCE CONIPANY a corporation organized under the laws of the State of TEXAS, as 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, at Fort Worth, in Tarrant County, Texas the sum of � !1 THREE HUNDRED THIRTY-SEVEN THOUSAND SEVEI�t HUNDRED NINETY-EIGHT AND NO/100.... ($337.798.00) in lawful money of the United States, for the payment of which sum well and truly be made unto said City of Fort Worth 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, J � L�J � � L�'J � � � � OcT. 0?6 WHEREAS, the Principal has entered into a certain contract with the City of Fort Worth, �the performance of the following described public work and the construction of the following described public improvements: MAIN 390 DRAINAGE AREA SANITARY SEWER SYSTEM REHABILITATION AND IMPROVEME1vTS (GROUP 6, CONTRACT 1) PART 18, UNIT 2 of same being referred to herein and in said contract as the Work and being designated as project PS46- 070460410280 and said contract, including all of the specifications, conditions and written in�truments referred to therein as contract documents being hereby incorporated herein by reference for all purposes and made a part hereof, the same as if set out verbatim herein; and , WHEREAS, in said Contract, Contractor binds itself to use such materials and to so construct the work that it wiil remain in good repair and condition for and during the period One (1) Year afrer 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 One (11 Year; 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 Water Department of the City of Fort Worth, it be necessary; and, WHEREAS, said Contractor binds itself, upon receiving notice of the need therefor to repair or reconstruct said work as herein provided. � L � i; � 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 said City shall have and recover from the said Contractor and its surety dama�es in the premises prescribed by said Contract. This obligation shall be continuing one and successive recoveries may be had hereon for successive breaches until the full amount hereof is exhausted. WHEREAS, all parties covenant and agree that if any legal action be filed upon this bond, venue shall lie in Tarrant County, Texas; and, IN WITNESS WHEREOF, this instrument is executed in 10 counterparts, each one of which shall be deemed an original, dated 4�� qq, ATTEST: ( "�� , %l��/1�� n-^^� V (Principal) Secretary � � � � � R* i.0 IJ (Seal) ��-�,: � �-��".� Witness as to Principal .Ssz� y ��' MvsSo.,� �Oj � 2.—wd2r's� TC �6ir5 (Address) ATTEST: (Surety) Secretary (SEAL) ��-�� f�,�h � Wimess as to Surety ` 206 EI,M ST., #105, LEWISVILLE, TX 75057 WHIZCON UTILITIES, INC. PRINCI (4) BY: �a�i �L.c a L. • — �:� \ Title:�� p,�' 5224B MOSSON ROAD FORT WORTH, TX 76119 (Address) IN'I�RCARGO INSURANCE C�OMPANY �/ Surety . , `p � � BY: �/�Ci,cti-�v2L1 �i.. r1•�.(--�'��'�' PALTLINE L. I.ESCH (Attorney-in-fact) (5) P.O. BOX 1150, LEWISVILLE, TX (Address) 75067 NOTE: Date of Bond must not be prior to date of Contract (1) Correct Name of Contractor (2) A Corporation, a partnership or an Individual, as case may be (3) Correct name of Surety (4) If Contractor is Partnership all Partners should execute Bond (5) A true copy of Power of Attorney shall be attached to Bond by Attorney-in-Fact. F6 C �� IMPORTANT NOTICE oTo obtain information or make a complaint: , D You may contact the Texas Department pf Insurance to obtain information on companies, coverages, rights pr complaints at: LiJ 1-800-252-3439 DYou may write the Texas Department of Insurai�ce: � P. O. Box 149104 � Austin, TX 78714-910'4 FAX #(512) 475-1771 o PREMIUM OR CLAIM DISPUTES: Should you have a dispute concerning your premium or about a claim � you should contact the agent or the company first. If the dispute is not resolved, you may contact the Texas Department of Insurance. a ATTACH THIS NOTICE TO YOUR POLICY: � This notice is for information only and does not become a part or condition of the attached document. � L�'J L�l � � j� �1l � i� � � � � Apprnval Code illlll IIII! IIIII IIIII illll Illll Ilill Iilil IIIII IIIII II LI�(ITED POWER OF ATTORYEY' Rond /t INTERCARGO INSURANCE COMPANY ��'��-�2�� KNOW ALL MEN BY THESE PRESENTS: Thnt tha IN'i'ERCARGO (NSURANCE COMPANY. A co�oration orgnnizzd and existin� by viRue of the laws of the Stntc of Illinois, does hereby nominate, constitute and appoint, Pauline L. Lesch its ttue nnd lawful Attorneys-in-fnct to make, axtcute, attast, szal, and delivec Por and on its bahalf, as surery, and as its act and deed, whece required, any and all bonds, undtRakings. reco�nizanczs and written obli�ations in tht nature thereof, tha penal sum of no ona of which is in any event to exceed SS,onn,000.00 as royuired by Surety Obligees. Such bonds and undeRakin�s, when duly executed by tht aforesaid Attocn�ys-in-fact shall be bindin� upon the said Company as fully and to the same extant as if such bonds and undeRakings were signad by tha Pcesident and Stcretary of tha Company and stalad with its cocporata snal. This Power of Attornay is grantad and is si�nzd by facsimile undar and by tha authority of the following Rasolution adopta� by the Boa�d of Directors of thc Company on tha Sth day of Decemhae, 1988: D "RESOLVED. That the Presidant, or any Vict Prasidont of the Company or any parson dasignated hy any ona of thom is herehy authorizcd tu exaruta Powers of Attorney qunlifying tha attornty nemad in tha �ivan Powar of Auornay to execu[a in bahalf of thz Company, bonds, undertnkings and all contracts of surotyship, and thnt any Sacrotary or any Assistant Secre[ary of tha CompAny bc, and that each or any of thzm hereby is authorized to attzst thc execution of any such Power of Attorney, and to attach thareto the Saal of tha Company. � -J FURTHER RESOLVED. That thz si�nowrt of such offictrs and thz Saal of th� Company mny bz effixed to any such Power of Attorney or etrtificate r�lating thereto by fa�simila, end any such Powtr of Attorney or ctrtiticate bcarine such facsimile signaturcs or facsimile se�l shall 6a tharanftcr valid and binding upun tha Company with rzspect to any bond, undattaking or contra�t of sucatyship to which it is attachtd." � Bonds txacuted undzr this Powar of Attorney may be rxecutzd under facsimila si�nnwro and szal pursuant to the following Rasolution adopt�d hy tha Board of Diractors of th� Company on Au�ust 7,1997. "RESOLVED. That tha signature of Stanley A. Galanski, as Przsident of this Corporation, and thz saal of this Cocporation may ha affixed or printed on � any and all bonds, undeRakings. reco�nizances, or othzr writtan obli�ntions th�reof, on any ravocation of any Powac of Attornay, or on any ceRificate relating thtrato, by facsimile, and any Powzc of Attornay, any revocation of any Powar of Attornay, bonds, undenakings, recognizanets. etRificatz or othar written obli�ation. baaring such facsimilz signature or facsimila saal shall ba valid and bindin� upon tha Corporation." D D ^J � � � _J � � J J (N WITNESS WHEREOF, tha INTERCARGO [NSURANCE COMPANY has causad its cocporatz saal to be herounto affixad, and thasz presents to be signad by its duly authotizad officars this Sth day of Au�ust, 1997. It�(TERCARGO IYSURANCE CO�iPANY �a''�SUR4�y�Fy'i � '' 1 �Q�`��P��rE'+�4�E u: t 4�`• 5��4 '�i �,Yy''••. � ::� �: �*�,,n(iN0�5 �'`� M�.��„�.»�,...� STATE OF ILLINOIS COUNTY OF COOK ss. BY ATTEST s��',vr(� L~L(i�^" �J PRESIDEYI' C.� SECRECARY Un this A�^ day of August. 1997, bafore m� personally cama Stanley A. Galanski to ma known, who. baing duly sworn. did depose and say: that ha is Presidant of tha Cocporation describad in and which executad tht above ins[rumant: that he knows thz seul of said Corporation: that the s�al affixed to the aforesaid instrument is such cocpotate seal and was affixzd thereto hy ocder and authority of tho Board of Diroc[ors of said Company: and that he executed the said instrumzrtt by likz order and authority: OFFICIAL SEAL �`�G�� f� SAMANTHA B HALTER NOTARY PUBIIC, STATE Oi IIlINO1S MY COMMiSSION EXPIRE5:06l08/00 NOTARY Pl�BLIC STATE OF [LLIIVOiS � COUNTY OF COOK ss. I. Michnel L. Rybak. Sz�retary of the INTERCARGO 1NSURANCE COMPANY a cocporation of tha State of [Ilinois, do hzreby cartify that tha abova and fore�oing is a full, trua and cocrect copy of Puwer of Attornty issuad by said Company, and thot I hava compared samc with tht ori�inal and that it is a eorract t�nnscript tharafrom and of tha whole of the ori�inal and thnt tha said Powe� of Attorney is s[ill in full forca and afftct and has not baen rovoked. IN WTt'NESS WHEREOF. I hova hzreunto sat my hend nnd affixad the seal of said Company, at the City of Schaumburg. this dny of - - . . ,�,,,.,,�.,. .. .� �p �NSUR 4'�VC�,'t �a tP��rF�`��il y�� SCaI-14:'�r sy'. N • '+y''••. �:: J *'�, /( l iN0�5 ,•^� �\!� SECRETARY � � 17:�:711[�EK�)►��:7_L�� THE STATE OF TEXAS � COUNTY OF TARRANT � QCT 2 � ,.,� _� i J .J .Jl � THIS CONTRACT, made and entered into by and between the City of Fort Worth, a Ey� home-rule municipal corporation located in Tarrant County, Texas, acting through its City Manager thereunto duly authorized so to do, Party of the First Part, hereinafter termed "OWNER", and � WHIZCON UTILITIES, INC. of the City of FORT WORTH County of TARRANT and State of -� TEXAS. Party of the Second Part, hereinafter termed "CONTRACTOR". � WITNESSETH: That for and in consideration of the payments and agreements hereinafter mentioned, to be made and performed by the Party of the First Part (Owner), said Party of the Second Part (Contractor) hereby agrees with the said party of the First Part (Owner) to commence and complete certain improvements described as follows: MAIN 390 DRAINAGE AREA SANITARY SEWER SYSTEM REHABILITATION AND IMPROVEMENTS (GROUP 6, CONTRACT 1) PART 18, UNIT 2 And all extra work connected therewith, under the terms as stated in the Contract Documents, and at his ■•�: (their) own proper cost and expense to furnish all the materials, supplies, machinery, equipment, tools, superintendent, labor, bonds, insurance, and other accessories and services necessary to complete the � said construction, in accordance with all the requirements of the Contract Documents, which include all maps, plats, blueprints and other drawings and printed or written explanatory matter thereof, and the specifications thereof, as prepared by the Engineers employed by the Owner, each of which has been r"', identified by the endorsement of the Contractor and the Engineers thereon, together with the Contractor's �., Written Proposal and the other parts of the Contract Documents hereto attached, including the Fort Worth Water Department General Contractor pocuments and General Specifications, all of which are �" made a part hereof and collectively and constitute the entire contract. G1 � t ' � , -�--- -- ��O�OQ� ��J� �� 6" c��i�� _ . �` �`��'=�i � ..._.,,,,� �..� � � �: �. v. �M � � ,. r � .,, � The Contractor hereby agrees to commence work within ten (10) days after the date written notice to do so shall have been given to him, and to substantially complete same within the time stated in the proposal. The Owner agrees to pay the contractor in current funds for the performance of the contract in accordance with the Proposal submitted therefor, subject to additions and deductions, as provided in the Contract Documents and all approved modifications thereof, and to make payment on account thereof as provided therein. IN WITNESS WHEREOF, the Parties to these presents have executed this Contract in 10 counterparts in the year and say first above written. Citv of Fort Worth, Texas (Owner) Party of the First part . BY: � ASST. City Manager CW ATTEST: '�-�—d_ -' �'�—� City ecretary (Seal) WITNESSES: WHIZCON UTILITIES, INC. 5224B MOSSON ROAD FORT WORTH. TX 76119 Contractor By: �.O,OI I„ l �- - - � Title: ��p,,��-' \ APPROVED: , -�� .. A. Douglas Rademaker, P.E. Director Department of Engineering CW � � �� . /jI/% ��J�.�_ . Approved as to Form and Legality: •L,� Gary teinberger, Asst. City Attorney 1 -,' / / �t�( � ��ni.ract Authorization _...Z�? �� "� j Date t- uf�(�dC�OQd �[�C�G�� r7�� `��1Q� � U'd, G Gc,�,�p _ ' � � � LJ � ` J 9 4 0 Appendix A- State Revolving Fund � Requirements �l � 0 � � � 0 0 � 0 � � � �� a � � � � a � U � .0 -.,! � � � � � APPENDIX A State Revolving Fund (SRF) Requirements � � APPENDIX A LiJ I�. u �l] TWDB CONTRACT CONDITIONS PRIVITY OF CONTRACT. This contract is expected to be funded in part with funds from the Texas Water Development Board. Neither the State of Texas nor any of its departments, agencies or employees is, or will be, a party to this contract or any lower tier contract. This contract is subject to regulations contained in 31 TAC Chapter 363 in effect on the date this contract is executed. DEFINITION. The term "TWDB" means the Executive Administrator of the Texas Water Development � Board, or other person who may be at the time acting in the capacity or authorized to perform the functions of such Administrator, or the authorized representative thereof. J LiJ � L�J � L�J FINAL PAYMENT. The retainage and its interest earnings, if any, shall not be paid to the Contractor until the TWDB has authorized a reduction in, or release of, retainage on the contract work. REVIEW BY OWNER AND TWDB. (a) The Owner, authorized representatives and agents of the Owner, and the TWDB shall, at all times have access to and be permitted to observe and review all work, materials, equipment, payrolls, personnel records, employment conditions, material invoices, and other relevant data and records pertaining to this Contract, provided, however that all instructions and approval with respect to the work will be given to the Contractor only by the Owner through authorized representatives or agents. (b) Any such inspection or review by the TWDB shall not subject the state of Texas to any action for damages. FLOOD HAZARD INSURANCE , This provision applies to any contract which will construct structures that are insurable p under the National Flood Insurance Program of the Federal Emergency Management Agency. The Contractor shall apply for flood insurance on all insurable structures that will be built under this contract. A copy of the completed application must be provided to j� the owner before commencing construction of the project. The Contractor shall obtain �j the flood hazard insurance as soon as possible and submit a copy of the policy to the Owner. � I� u �■1 ARCHEOLOGICAL DISCOVERIES. No activity which may affect a State Archeological Landmark is authorized until the Owner has complied with the provisions of the Antiquities Code of Texas. The Owner has previously coordinated with the appropriate agencies and impacts to known culturaf or archeological deposits have been avoided or mitigated. However, the Contractor may encounter unanticipated cultural or archeological deposits during construction. A1-1 � L�J � If archeological sites or historic structures are discovered after construction operations are begun, the Contractor shall immediately cease operations in that particular area and notify the Owner, the TWDB, and the Texas Historical Commission, (512-463-6096). a The Contractor shall take reasonable steps to protect and preserve the discoveries until they have been inspected by the Owner's representative and the TWDB. The Owner will promptly coordinate with the Texas Historical Commission and any other appropriate agencies to obtain any necessary approvals or permits to enable the work to continue. QThe Contractor shall not resume work in the area of the discovery until authorized to do so by the Owner. QENDANGERED SPECIES. No activity is authorized that is likely to jeopardize the continued existence of a � threatened or endangered species -as listed or proposed for listing under the Federal Endangered Species Act (ESA), and/or the State of Texas Parks and Wildlife Code on Endangered Species, or to destroy or adversely modify the habitat of such species. Q lJ � L!�J �!, CJ � � ��1 �!il iJ I� If a threatened or endangered species is encountered during construction, the Contractor shall immediately cease work in the area of the encounter and notify the Owner, who will immediately implement actions in accordance with the ESA and applicable State statutes. These actions shall include reporting the encounter to the TVVDB, the U.S. Fish and Wildlife Service, and the Texas Parks and Wildlife Department, obtaining any necessary � approvals or permits to enable the work to continue, or implement other mitigative actions. The Contractor shall not resume construction in the area of the encounter until authorized to do so by the Owner. LAWS TO BE OBSERVED. In the execution of the Contract, the Contractor must comply with all appficable Local, State and Federal laws, including but not limited to laws concerned with labor, safety, minimum wages, and the environment. The Contractor shall make himself familiar with and at all times shall observe and comply with all Federal, State and Local laws, ordinances and regulations which in any manner affect the conduct of the work, and shall indemnify and save harmless the Owner, the TWDB, and their representatives against any claim arising from violation of any such law, ordinance or regulation by himself or by his subcontractor or his employees. HAZARDOUS MATERIALS. Materials utilized in the project shall be free of any hazardous materials, except as may be specifically provided for in the specifications. If the Contractor encounters existing material on sites owned or controlled by the Owner or in material sources that are suspected by visual observation or smell to contain hazardous materials, the Contractor shall immediately notify the Engineer and the Owner. The Owner will be responsible for the testing for and removal or disposition of hazardous materials on sites owned or controlled by the Owner. The Owner may suspend the work, wholly or in part during the testing, removal or disposition � of hazardous materials on sites owned or controlled by the Owner. A1-2 �� !�� L�J � '� � � � u � � EQUAL EMPLOYMENT OPPORTUNITY During the perFormance of this contract, the Contractor agrees as foliows: (1) The Contractor will not discriminate against any employee or applicant for employment because of race, color, religion, sex, age, handicap, or national origin. The Contractor will take affirmative action to ensure that applicants are employed, and that employees are treated during employment without regard to their race, color, religion, sex, age, handicap, or national origin. Such action shall include, but not be limited to the following: Employment, upgrading, demotion, or transfer; recruitment or recruitment advertising; layoff or termination; rates of pay or other forms of compensation; and selection for training, including apprenticeship. The Contractor agrees to post in conspicuous places, available to employees and applicants for employment, notices to be provided setting forth the provisions of this nondiscrimination clause. (2) The Contractor will, in all solicitations or advertisements for employees placed by or on behalf of the Contractor, state that all qualified applicants will receive considerations for employment without regard to race, color, religion, sex, age, handicap, or national origin. (3) The Contractor will send to each labor union or representative of workers with which he has a collective bargaining agreement or other contract or understanding, a notice to be provided advising the said labor union or workers' representatives of the Contractor's commitments under this section, and shall post copies of the notice in conspicuous places available to employees and applicants for employees. (4) The Contractor will comply with all provisions of Executive Order 11246 of September 24, 1965, the Age Discrimination in Employment Act of 1967,29 U.S. C.A. 621 (1985), Executive Order 12250 of November 2, 1980, the Rehabilitation Act of 1973, 29 U.S.C.A. 701 et seq. (1985), and of the rules, regulations, and relevant orders of the Secretary of Labor. D(5) The Contractor will furnish all information and reports required by Executive Order 11246 of September 24, 1965, and by rules, regulations, and orders of the Secretary of Labor, or pursuant thereto, and will permit access to his books, records, and � accounts by the administering agency and the Secretary of Labor for purposes of investigation to ascertain compliance with such rules, regulations, and orders. iJ I'� � � (6) In the event of the Contractor's noncompliance with the nondiscrimination clauses of this contract or with any of the said rules, regulations, or orders, this contraci may be canceled, terminated, or suspended in whole or in part and the Contractor may be declared ineligible for further Government contracts or federally assisted construction contracts in accordance with procedures authorized in Executive Order 11246 of September 24, 1965, and such other sanctions may be imposed and remedies invested as provided in Executive Order 11246 of September 24, 1965, or A1-3 � � �� l 1`� � L�� L�J �,J ��J CJ L�1 �i] � ,� 0 by rule, regulation, or order of the Secretary of Labor, or as otherwise provided by Law. (7) The Contractor will include the portion of the sentence immediately preceding paragraph 1, and the provisions of paragraph 1 through 7, in every subcontract or purchase order unless exempted by rules, regulations, or orders of the Secretary of Labor issued pursuant to section 204 of Executive Order 11246 of September 24, 1965, so that such provisions will be binding upon each subcontractor or vendor. The Contractor will take. such action with respect to any subcontract or purchase order as the administering agency may direct as a means of enforcing such provisions, including sanctions for noncompliance: PROVIDED, HOWEVER, That in the event a Contractor becomes involved in, or is threatened with, litigation with a subcontractor or vendor as a result of such direction by the administering agency the Contractor may request the United States to enter into such litigation to protect the interest of the United States. (8) The Contractor will comply with Executive Order 11246 based on its implementation of the Equal Opportunity Clause, specific affirmative action obligations required by the Standard Federal Equal Employment Opportunity Construction Contract Specifications, as set forth in 41 CFR Part 60-4 and its efforts to meet the goals established for the geographical area where the Contract is to be performed. The hours of minority and female employment and training must be substantially uniform throughout the length of the Contract, and in each trade, and the Contractor shall make a good faith effort to employ minorities and women evenly on each of its projects. The transfer of minority: or female employees or trainees from Contractor to Contractor or from project to project for the sole purpose of ineeting the Contractor's goals shall be a violation of the Contract, the Executive Order, and the regulations in 41 CFR Part 60-4. The goals are expressed as percentages of the total hours of employment and training of minority and female utilization the Contractor should reasonably be able to achieve in each construction trade in which it has employees in the covered area. Goals are published periodically in the Federal Reqister in notice form, and such notices may be obtained from any office of federal contract compliance's programs office or from federal procurement contracting offcers (512) 229-5835. The Contractor is expected to make substantially uniform progress toward its goal in each craft during the period specified. Whenever the Contractor, or any subcontractor at any tier, subcontracts a portion of the work involving any construction trade, it shall physically include in each subcontract in excess of $10,000 the provisions of these specifications and the notice which contains the applicable goals set for minority and female participation and which is set forth in the solicitations from which this contract resulted. A1-4 � '�■1 S.R.F. '�^' 1. The Contractor shall complete the two attached Texas Water Development Board forms at time of contract execution. � . � � � h�i � � � � #1 f�l !�J I!J � �J �� '� a 0 a a � O a a � � a � � � l�l L�J L=J L�J CONTRACTOR'S ACT OF ASSURANCE STATE OF TEXAS COUNTY OF 1',f�'�CK An�� BEFORE ME, �t! 4 �v) P(',tf.l'`vtOKR , a Notary Public duly commissioned and qualified in and for the County of l Q�CRA � in the State of Texas came and appeared W�Iz co�a 'l�(7'i�7i2S �.,�Y.aC , as re resented by �c��ie W�1iSQ�1qu 1 . the corporation's �r2S��Q.� , who n, / � declares he/she is authorized to represent.��.J (A��/i �es .1. a c pursuant to provisions of a resolution adopted by said corporation on the 15� day of .��u � , 19,� (a duly certified copy of such resolution is attached to and is hereby made a part of this document). ��2 l. (��iS2a�ta1 . as the representative of �l��Zc.o� �7�'�7'�'2S � e declares that GV��z coa u�� ps l c assures the Texas Water Development Board that it will construct �`%39D,�T l81 d�/iT � project at Fo2T +,��aa.i7/ , Texas, in accordance with sound construction practice, all laws of the State of Texas, and the rules of the Texas Water Development Board. GIVEN UNDER MY HAND and seal of office this � 9� day of �GGd�.P�- , 199� AD �'��"��Nti_m._-:. WILLIAM PADMORE Jo�a^' '`s��i ;?' '�'� Natary Public, State of Texas aa•. �..; My Commissbn Expires ''re'oi�;,�.+` Septembe� O7, 2003 „��,• _ ,, � � � ,II,� O��D�� Printed Name My Commission expires 9' �- �J Q D A3-1 � 1 � � i � � ' � I � i � ' � � I ' � CONTRACTOR'S ACT OF ASSURANCE RESOLUTiON /.v�f/ZCor! UT/G/%/ES, i,�� Name' I hereby certify that it was RESOLVED by a quorum of the directors of the GUf/�Z�.�� UT�ci i �c S. i�,/G , ' � Name of Corporation meeting on the day of �� Y 1 , 19�, that Evvic �. l.t//fisc�/sy�✓T , be, and hereby is authorized�to act on behalf of GY/�izco�/vTi��TiE".r, i�v�, , Name of Corporation as its representative, in all business transactions conducted in the State of Texas, and; That all above resolution was unanimously ratified by the Board of Directors at said meeting and that the resolution has not been rescinded or amended and is now in full forces and effect; and; In authentication of the adoption of this resolution, I subscribe my name and affix the seal of the corporation this �i''"� day of G�7�iSc� , 199 9. (seal) A4-1 �n�� 0 �l / J��nennr,. _ fi._ . . � Secretary �' , � ' , � � � � G �, � � � � � � a a � � � � � � Certification by Contractor of Labor Standards Compliance In accordance with Title 29, Subtitle A, Part 5, Section 5.6(A)(1), each monthly engineering estimate must be accompanied by the following certificate executed by each prime contractor employing mechanics and laborers at the work site in which the federal government is to participate: Estimate Number: Name of Project Contract Number for period State Revolving Fund Loan Number Date to Location Date Contract Awarded I hereby certify that all of the contract requirements as specified under the labor standards have been complied with by: � as principal contractor and by each (Name of Contractor) subcontractor employing mechanics or laborers at the site of the work, or there is a substantial dispute with respect to the required provisions. Name of Contractor/Subcontractor Signature and Title Notes: 1. 2. This certification may be placed on the estimate or on a separate sheet attached to the estimate. The Texas Water Development Board shall, prior to approving a voucher, satisfy itself that copies of these certificates are on file with the owner. L1 � � � a a � � � � �l � Q 0 � � � � 0 Appendix B - Easements � l�J lsl L■J � � � � � lil 0 0 !�! 0 0 � 0 Appendix "B" L. I`�J � �� A.PPENDIX B EASEMENT DOCUMENTS � Two (2) three-ring binders containing all the temporary right-of-entry forms, easements (temporary construction and permanent) and permits obtained for this project are � available for examination at the plans desk of the Department of Engineering. Bidders shall be provided with copies of any right-of-entry or easement upon request. The terms of all Special Provisions or Conditions for easements shall be applicable. The responsive � low bidder(s) will be furnished with a copy of Appendix B after award of contract. 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II,M�f1tOfRUITC,THC It)I.1. �wfOTH 0! 1c,wllCL tNa1.L • ' � � • .. • , • '.• . ., DGTCx w�Ll . ft RLMOV[Dl11ticTLACtD�RT?I JMMOTMAT[ T,MAT7�l7tT TO ' ' ' . • • ' . � CXLt111f f R A t L' OK flU►Nt AAC ftAT'L M.�l.. � . • ' ' •� � . ;� r TYP1CaL .��CT�C�t�--TRE�I��i R�P�iR�. - TYPiCAt. H. M. �A. C:�S�R�'ACE �1�'�H SO�L: 8�45� c�rr oF fo�t r naRrN �"`� �X Ai"""r" `°►.cxrTz nfv•e-3r,•r7 � ' . 7RANti�'?�T'A; I. N/f l NI • Y�. Rh,$ DEPT. •� ntv-u-i-7� f1k No. G3224 . ,`"N�/�K�f'£R'MY D/V/9/AN ncv-iz.ie..o , , _ , , � .... ' , '} , . . F /!. I �;' i . 0 t a� a� � _ . . . . EXCAVATI❑N, BACKF�ILL AND PAVEMENT Q REPAIR UNDER EXISTING STREETS �. . � MIN, 2' HOT �R COLD MIX ASPHALT-� EXIST, Si'REET PAVEMENT . a ' . � � 1 TEMP❑RARY PAVING REPAIR SHOWN — FOR PERMANENT PAVING REPAIR DET� SEE FIGURES 1-5 ❑R AS SPECIFIED : THE PLANS� ❑R SPECIFICATI�NS, � vo°O°O°o°o°o°o°/o°O° °o°/o°o°o°o°o°o°rr-9� O / �� MIN. •b' � ��1PAC �D ��' � � a � � D � D � � � Q � � ' ' ' � ' FLEX-BASE MATERIAL �/,�� . ; a. .. • '. �' � '. �'i'//!: �- _/� �i -//.� � �� f. , . d ,.. ' � ''. : :., ••' • ; ' • • BOTT�M ❑F TEMPORARY ❑R --� . � � �, : � .. ' � • PERMANENT PAVEMENT REPAIR . � .. EXYST, BASE � � SAND MATERIAL• EMBEDMENT SEE SPEC, E1-2 / o000 /�� / • � f• � ��.. ;•.` . . *•. , .�. . • , f .. .a,... .�: . . '.' �• , � .. , �� • �' �'� � `� •; .. .� • ::'• ".. ':.' �—�TYPE C BACKFILL ��• • . '.,: �; ' , :•�. . '• : SEE SPEC, E1-2 �• � ' •• '::�•' ` 1'-6' MAXIMUM �� ',. ..:..., , . ,,, ,, •. ' �•\ • � , . tiM1 , �.• �� :.; �; MINIMUM 6' SAND '_;••�- "' •'� � •'• �'� r EMBEDMENT COVER • � . ��, � . . y. • , �. • ` /•. � : Y. • � .}: .•f. • .j,`„ �(%V• • '••ti` � ''. Q�'� ;,: MINIMUM 6' EMBEDMENT :• , . .`; . ;. . < . .. .. .; .. .. .�:� .j . ..... :.,.. .r. -; ��. • •. • ;.. �•. . .. . . . � INCLUDED IN LINEAR FDOT BID PRICE ❑F PIPE s . F�IGURE A � CWATER SIZES UP� T❑ & INCLUDING 12") NTS REVs MARCH 25, 199 a� a� � �. [�1 C�l � � � � � EXCAVATIDN, BACK�I�L AND PA�/�EMENT -- . REPAIR UNDER EXZSTING STREETS MIN, 2' HOT ❑R C�LD MIX ASPHALT, EXIST. STREET PAVEMENT . ��// voo�oc :': a . . �. �. • �� / f. , • d •�• • � �' .. ,.. . L . f.'� .{ • . . i •. � .�•• .. • I EXIST. BASE � SAND MATERIAL EMBEDMENT � . SEE SPEC, E1-2 �� 1) SEWER — MINIMUM 12'---� �SAND EMBEDMENT C�VER 2) WATER — MINIMUM 6' SAND EMBEDMENT COVER I..I ' a �� Q MINIMUM 6' EMBEDMEN7� c DvoV/ Vo //�� . �� ' ' • •' . . �j .. �••' . ; :•• •.� . . .• . � .. ,d� ' ..d : ' • . �.- ' . � ,•• � .., � •� . • ,. ' • ' � ' . ",� � �- �TYPE C BACKFILL ; �� _,`: :.� `.•' '. SEE SPEC, E1-2 •�:. �' :,' ' 1'-6' MAXIMUM . . . ..� -•��1. • .� .� � . :" ;,• . . .:: " ' :;. . , "'�t."" +: . , � � •; ,;. '. �� •: ' �� " ' � CRUSHED Si�NE �.- ,�QF' '�; „ SEE SPEC, El-3 -:' Q .� . • � � !; �.� � �., • . �:'�;;i; ;� . :.,�.-: �t ::. �• � �r :; f'� :;:;.,-r'^; � -�+ ; :: �;• � ' • � INCLUDED IN LINEAR F❑OT BID PRICE OF PIPE � F�IGURE � � CSEWER� ALL CWATER �SIZES 16a [l� —TEMP�RARY RAVING REPAIR SH�WN — F❑R PERMANENT PAVING REPAIR DETE SEE FIGURES 1-5 ❑R AS SPECIFIED I THE PLANS ❑R SPECIFICA7I�NS, ♦ BOTTOM'❑F TEMP�RARY ❑R PERMANENT PAVEMENT REPAIR NTS B SIZES) & LARGER) � REV+ MARCH 25, 19` � 0� �� . P f�OP�SE . ►� -� P,q V . ��ENEA T �-� S TR� - -_. . H ��TU�, E7S �. E PA V I� � � - . G ❑N� �,� � � . � - � . � � . , TYPE g pR � . SEE SPF�, EI -2 A CKIF� � � � . . � �.. . 2 �/.y/ ; `'.:,w•`.�. ... '`, r :.;. ..�.: , { .. . . V � . r . �.,�• . e.. � �„ � �'. ��,'. .,�. •.1? �C� . t� � Z. . � •,•:�� .a.;:,:• t�•,. �y. .S� ,�..j•��'�:�..• . . � • �•� � 't•• •A�•� •'•.� �'• ';•.:••�t:'�.. .•t:�. . '. •�.^• .1i� `i. ;��. .�i. ��. •':�.••.�.' � yr'1 • " � • '•:;:�•:.� �' ;t:.`',..�'�;�; :' .: FMBEDMETERZA� MIN . � ' � � � �• . '.:• • �'.~.; �� SEE SPEC TEI--2 � . EM�E �M 6� SAND � �.:.`r:; .•; �'..: �',. : '". • DMENT CpVER �. •::::::,' •: ` ••• "•' � •�..•�� '�•'• '�,�K� �•'' ' . y,..��t• ••~ :1.• ••'•� _ •* . � U MINr�� 6� EMB `.,4 . ; �� ...,,�. �.`: . EDMEIV7" ••,•" :. Q'�Q •:;•...,. . ,.�•..� ;.:. . �j;' � , � , t''��: .: � ;,' :? •: . . .,: �•,' : ; '.� .:". � • . � zNC(�UDED IN L7IVEAR Fpp7 � � B7D PRICE OF PIPE . � �T � ! . `�- � V � �� E TE� S C �z�S �,P p T❑ � IN�� N _ � �� Q . . rvrs - REV� MqRGH 25. 199 �J C� C� Ca7 #� �.,7 �7 Q C� C� G'� � C.� C� � [� ��] C� 5• BEND WITH RETAINER CLANDS • • CLASS B CONCRETE THRUST BLOCKINC PROPOSED SANITARY • S REOUIREO. SEWER TYP 1 CAL 3 . . ' , • • ' ��/� %/AYiTi i��,�v � / . REMOVE EX. WATER LINE � EXIS7ING WATE� \ � REMOVE� • — ` _ _ ^ � � �XISTING WATER /"—NIPPLE /-- EX. WATER LINE �� S�//// ' _ _ %////% � _ _ � ._. _ �'"//////� _ _ - �' �\\�\� . � . �, . �:. . � . . :� . . � ' � • ` MJ SOL I D �d �°p �r �'� p`� ,� . : �, SLEEVE � : •� � V / !`�� .�� .. � ��_- ' - _ _' - -- —_� . '� � ^18" MIN.. � TIETDOWN BLOCK `--CONC. CRADLE ' SEWER P1PE l.D. + 10 FT. " • � _ (MiN.) . NOTES: . � 1. NO WA7ER SERVICES SNAl.L 8E LOCATED W1TH1N THE WATER MAIN LOwER[NG LlMITS STANDARD WATER MA I N LOWER��I NG 2' ME HAN CAL JOINTLFITTINGS N. T. S 3� BE`DUCTJLEPIRONSCLASS 51 PIPE. hl � � � �. � � 0 � � �� U a � � � Q � � �._, � 4-#3 DOWELS A SPACED EVENLY �� Q • D 1 �o�+ • � . p ` p , � o �� `� � �� \ . �. � � ' �. \ .D .D � .D• � \ \ • • O • ' O . ' ••� \ . p � • . 0 � . p \ O O \ \ \\\\\\\\\\\\� � � �MANHOLE WALL � HYDRAUL�IC� SLIDE . . �DET AIL. . . . B ` B SECTIO_N ; � T . � . � . � / �� . MANHOLE WALL � � . . � � . � � � . . / � � . � � � . � � . � . � � ., � o � � �. � � - � . . : NOTE� DROP THROUGH � ` � �, � WILL BE POURED - r MONO1.tTHICALLY W1TH �� ; - � CAST � IN PLACE BENCH, 10"R ��R � OR . DOWLED AND °' � = � GROUTEQ TO PRECAST 2' MAX. 6�� / ,� s . . .. : : O ,.,; ,: �... � BENCH. . / :,: ;:.�. ::.. ,:...:, .,. •.. ,. .. ��/ .� ��.�.�. . � A - A � . #3 DOW�EL E�T�ON � . p�\202\47\97106\cOd\su0'I�hydraf0.dgn � City of Fort Worth, Texas n►�Ayar And Caunc�( Cammun�cAt�an DATE REFERENCE NUMBER LOG NAME PAGE 10/26/99 **C-17720 30THRALL 1 of 2 SUBJECT AWARD OF CONTRACT TO WHIZCON UTILITIES, INC. FOR MAIN 390 DRAINAGE AREA SANITARY SEWER SYSTEM REHABILITATION AND IMPROVEMENTS (GROUP 6, CONTRACT 1) PART 18, UNIT 2 RECOMMENDATION: It is recommended that the City Council authorize the City Manager to execute a contract with Whizcon Utilities, Inc. in the amount of $337,798.00 for Main 390 Drainage Area Sanitary Sewer System Rehabilitation and Improvements (Group 6, Contract 1) Part 18, Unit 2. DISCUSSION: On October 14, 1999 (M&C C-16352), the City Council authorized the City Manager to execute an engineering agreement with TranSystems Corporation to prepare plans and specifications for the reduction of inflow/infiltration in sanitary sewer Main 390 drainage area. The project is part of the C�ty's Integrated Wet Weather Wastewater Management Program to comply with an administrative order from the U.S. Environmental Protection Agency to eliminate sewer overflows from the City's wastewater collection system. The project is generally bound on the north by Rosedale Street, on the south by Avenue K, on the east by Vaughn Boulevard, and on the west by Thrall Street. The proposed improvements consist of the replacement of approximately 3,000 linear feet of primarily 8-inch sewer pipe. The project is located in COUNCIL DISTRICTS 5 and 8, Mapsco 78P. The project was advertised for bid on July 15 and 18, 1999. On August 12, 1999, the following bids were received: BIDDER AMOUNT TIME OF COMPLETION B & H Utilities, Inc. Whizcon Utilities. Inc. Burleson Utilities, Inc. Socker Enterprises, Inc. Jackson Construction, Inc. $304,323.00* 337.798.00 349,780.85 374,404.00 432,693.00 100 Calendar Days *B & H Utilities, Inc. will exceed its pre-qualified bid amount of $750,000.00 if awarded the contract for this project (M390 Part 18, Unit 2) and M390 Part 18, Unit 1(519,072.00). In addition to the contract cost, $24,000.00 is required for inspection and survey and $17,000.00 is provided for project contingencies. City of Fort Worth, Texas �i✓I�A�ar Af1d C,a�unc�l Cammun�cAt�an DATE REFERENCE NUMBER I LOG NAME PAGE 10/26/99 **C-17720 ' 30THRALL 2 of 2 SUBJECT AWARD OF CONTRACT TO WHIZCON UTILITIES, INC. OR MAIN 390 DRAINAGE AREA SANITARY SEWER SYSTEM REHABILII�ATION AND IMPROVEMENTS (GROUP 6, CONTRACT 1) PART 18, UNIT 2 Whizcon Utilities, Inc. is in compliance with the City's M/WBE Ordinance by committing to 17% M%WBE participation. The City's goal on this project is 15%. FISCAL INFORMATION/CERTIFICATION: The Finance Director certifies that funds are available in the current capital budgets as appropriated, of the State Revolving Fund - Sewer. MG:k Submitted for City Manager's Office by: Mike Groomer Originating Department Head: A. Douglas Rademaker Additional Information Contact: A. Douglas Rademaker I FUND � (to) � 6140 I � 6157 � (from) I PE42 G157 I ACCOUNT I CENTER � AMOUNT 541200 070420417460 $337,798.00 CITY SECRETARY APPROVED c�TY cou�� OCT 2g 1999 . � �..��.�.."� ,� �e�y ot ttse Cit� Qi Fost Wosth,l�xae