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Home My WebLink About025314 - Construction-Related - Contract - Cleburne Utility Construction Company, Inc.� �� ., f '+��/`\_�'N/�''''��QQQ//}} Y � `-�1'� li /i O'SY\/Y1� . � � �`j,�,�, F�aE SPECIFICATIONS � CQYti�' '��:��R'S ��DI{�� & CONTRACT DOCUMENTS CITY SECRETARY � �� -� � r, �� nNT��CT NO. ,��.`��" �A��TR�i+..T[�N � �`�� FOR c��r ��.��a,Y�� MAIN 390 DR.AINAGE AREA SANITA.RY SEWER SYSTEM REHABILITATION � AND IMPROVEMENTS (GROUP 6, CONTRACT 1) PART 17 Units 1, 2, 3, 4& 5 PROJECT NO. PS46-070460410280 � Unit 1- DOE No. 2451 � Unit 2- DOE No. 2467 Unit 3- DOE No. 2468 � Unit 4- DOE No. 2596 Unit 5- DOE No. 2597 � IN .� THE CITY OF FORT WORTH, TEXAS � 1999 KENNETH BARR � MAYOR ` L BOB TERRELL CITY MANAGER • HUGO MALANGA, P.E. DIRECTOR OF TRANSPORTATION i.-•:;. AND PUBLIC WORKS DEPARTMENT �:�:� ..'�L OF r��l ; ;' � i �t'�:..-•.....,,F.}'� 11 LEE C. BRADLEY, JR., P.E. �- �� •� ��'ti`r� �I DIRECTOR OF WATER DEPARTMENT = / * � ;':. •1• ��MN��t�ww+ ; 10SEPH C. MASTERS•�tJ . � �.... ...�.« ............... A. DOUGLAS RADEMAKER, P.E. � 64170 � DIRECTOR OF ENGINEERING DEPARTMENT �;.��po�;.'QFsr j��.tio%-�t� . ':.n �.l.�� r • •r1 ��f�C.%'z Prepared by: � � TranSystems Corporation Consultants 500 West Seventh St., Suite 600 � Fort Worth, Texas 76102 � _. � ��-9 �i ��BG�� G�� 1 ��Q � ° Q� �a �G'�b, �o � r , . � � • � + a � a �I , CITY OF FORT WORTH �� DEPARTMENT OF ENGINEERING�� ADDENDUM NO.1 � TO THE PLANS, SPECIFICATIONS AND CONTRACT��DOCUMENTS FOR Main 390 Drainage Area Sanitary Sewer �� stem Rehabilitation and Improvements (Group 6, Contt��ct 1), Part 17 a , r� � LEJ � Part B- PROPOSAL - Unit 1, Sheet B1-5. Pay Item I��. 18 has changed from 387 LF* to 697 LF* 4-inch PVC Sanitary Sewer Services ��Contractor must complete City Approved Product Form on Page B1-8). Insert attached sheet B1-5 Revised 7/22/99. �� 2. Part B- PROPOSAL - Unit 1, Sheet B1-6; Pay Item I'�11o. 23 has changed from 3004 LF D to 3199 LF Trench Safety. Pay Item No. 24 has c�anged from 1626 LF to 623 LF Permanent Asphalt Pavement Repair per Figure 4. Pa}�NItem No. 26 has changed from 40 � SY to 72 SY Concrete Driveway Repair. Insert attach�d sheet B 1-6 Revised 7/22/99. � � C �'. C�, a LJ L�J ' Unit 1- D.O.E. NO. 2451, Unit 2- D.O.E. NU. 2467, Unit 3- D.O.E. NO. 2468, Unit 4— D.O.E. NO. 2596, Uni� 5— D.O.E. NO. 2�97 BID RECEIPT DATE: August 5,19�9 ISSUED: July 22,1999 Prospective bidders are hereby notified of the following: � 3. Part B- PROPOSAL - Unit 1, Sheet B1-7; Pay Item No. 27 has changed from 869 LF to 1518 LF Hydromulch Seeding. Pay Item No. 28'ha� changed from 112 LF to 233 LF Sodding. Pay Item No. 30 has changed from 482 SY9ato 791 SY 6-inch Topsoil. Insert attached sheet B1-7 Revised 7/22/99. d �� 4. Part B— PROPOSAL — Unit 1. Add Pay Item No.+ ��32 1084 LF Permanent Pavement Repair per Figure 2. Add Pay Item No. 33 15 LF Keplace Concrete Curb and Gutter. Add Pay Item No. 34 6 SY Concrete Sidewalk R�pair. Insert attached sheet B1-7A Revised 7/22/99. Note, the City of Fort Worth cor��l streets to determine the thickness and material of the existing pavement. From these�cores, it was discovered that Tandy Lane has a 5-inch concrete base with a 6-inch H1�;IAC overlay. Thus, the pavement repair for this area changed from Figure 4 to Fig re 2. The plan and profile sheets impacted by this pavement repair change are sheets �4, 15 and 16. Figure 2 is attached to the addendum. �� Part B- PROPOSAL - Unit 2, Sheet B2-5; Pay Iterit No. 18 has changed from 1615 LF* to 1839 LF* 4-inch PVC Sanitary Sewer Servicas (Public Services) (Contractor must complete City Approved Product Form on Page �2-9). Pay Item No. 19 has changed from 2835 LF* to 2937 LF* 4-inch PVC Sanita�y Sewer Services (Private Services) (Contractor must complete City Approved Produc� Form on Page B2-9). Insert attached sheet B2-5 Revised 7/22/99. Note, there are two �No. 18 Pay Items. The 4-inch PVC Sanitary Sewer Services (Private Services) should��e number 19 with the remaining pay items being renumbered to refle��this revision. �� O\iF[WO&T}MROJEC751202\9T97106UDhMact 17Addrnd�uo IAoe I ■' � L Part B- PROPOSAL - Unit 2, Sheet B2-6; Pay Item No.��22 has changed from 1884 LF to 3661 LF Trench Safety, Over 5'. Pay Item No. 24 ha� changed from 945 LF to 1105 LF Permanent Asphalt Repair per Figure 4(for Service��econnection). Insert attached sheet B2-6 Revised 7/22/99. n 7. Part B- PROPOSAL - Unit 2, Sheet B2-7; Pay Item Nc�R 29 has changed from 2460 LF U to 2662 LF Sodding. Pay Item No. 30 has changed fro 102 SY to 112 SY Concrete Sidewalk. Pay Item No. 31 has changed from 841 SY t�923 SY 6-inch Topsoil. Insert � attached sheet B2-7 Revised 7/22/99. �_ � I� 8. Part B- PROPOSAL - Unit 2, Sheet B2-8; Revise P y Item No. 34 to read 230 SY Heavy Non-Woven Filter Fabric (Amoco 4551/or eq��al). Insert attached sheet B2-8 � Revised 7/22/99. �? � I� � I] L�J � L�J � � � � � � 9. Part B- PROPOSAL - Unit 3, Sheet B3-5; Pay Item N�'. 17 has changed from 4265 LF* to 4345 LF* 4-inch PVC Sanitary Sewer Services (P�pivate Services) (Contractor must complete City Approved Product Form on Page B�3-9). Insert attached sheet B3-5 � � Revised 7/22/99. � r 10. Part B- PROPOSAL - Unit 3, Sheet B3-6; Pay Item l�o. 21 has changed from 3164 LF to 5979 LF Trench Safety, Over 5'. Insert attached sheet B3-6 Revised 7/22/99. �E� 11. Part B- PROPOSAL - Unit 3, Sheet B3-7; Pay Item �To. 28 has changed from 3445 LF to 3505 LF Sodding. Insert attached sheet B3-7 Revis,ed 7/22/99. I� 12. Part B- PROPOSAL - Unit 3, Sheet B3-8; Pay Item �To. 30 has changed from 1148 SY to 1151 SY 6-inch Topsoil. Add Pay Item No. 33 4 SY Concrete Sidewalk Repair. Insert attached sheet B3-8 Revised 7/22/99. �° �� 13. Part B- PROPOSAL - Unit 4, Sheet B4-5; Pay Item.No. 17 has changed from 425 LF* to 1033 LF* 4-inch PVC Sanitary Sewer Service� (Contractor must complete City Approved Product Form on Page B4-9). Pay Item N,o. 18 has changed from 225 LF to 241 LF 4-inch D.I.P. Sanitary Sewer Services. Ir��sert attached sheet B4-5 Revised 7/22/99. • � 14. Part B— PROPOSAL — Unit 4, Sheet B4-6; Pay Ite� No. 22 has changed from 244 LF to 1000 LF Trench Safety. Pay Item No. 23 has changed from 1273 LF to 958 LF Permanent Asphalt Pavement Repair per Figure 4. �Pay Item No. 24 has changed from 140 LF to 374 LF Permanent Asphalt Pavement� Repair per Figure 4(for Service Reconnection). Insert attached sheet B4-6 Revised 7�22/99. ' �k 15. Part B— PROPOSAL — Unit 4, Sheet B4-7; Pay Ite,�n No. 26 has changed from 2 SY to 25 SY Replace Concrete Sidewalk (for Service I�.eplacement). Pay Item No. 27 has changed from 3 SY to 19 SY Concrete Drivewa}� Repair (for Service Replacement). Pay Item No. 28 has changed from 320 LF to 669 LF Sodding. Insert attached sheet B4- 7 Revised 7/22/99. 16. Part B- PROPOSAL - Unit 4, Sheet B4-8; Pay Itet� No. 31 has changed from 123 SY to 275 SY 6-inch Topsoil. Add Pay Item No. 34 35�� LF Permanent Pavement Repair per Figure 2. Insert attached sheet B4-8 Revised 7/22/ 9. Note, the City of Fort Worth cored streets to determine the thickness and material o�'the existing pavement. From these \�FIWOR7H�PR01ECI51202\9T97106UDM1Nert I7 Addmdiun I.da � �' cores, it was discovered that Purington Ave. has a 6-inch concrete base with a 5-inch HMAC overlay. Thus, the pavement repair for this area changed from Figure 4 to Figure 2. The plan and profile sheets impacted by this pavement repair change are sheets 63 and 64. Figure 2 is attached to the addendum. 17. Part B- PROPOSAL - Unit 5, Sheet BS-3; Pay Item No. 11 has changed from 345 LF* t� to 968 LF* 4-inch PVC Sanitary Sewer Services (Contractor must complete City Approved Product Form on Page BS-7). Insert attached sheet BS-3 Revised 7/22/99. I� .... �, r 18. Part B— PROPOSAL — Unit 5, Sheet BS-4; Pay Item No. 15 has changed from 2935 LF � to 3697 LF Trench Safety. Pay Item No. 16 has changed from 2229 LF to 1308 LF Permanent Asphalt Pavement Repair per Figure 4. Insert attached sheet BS-4 Revised 7/22/99. 19. Part B— PROPOSAL — Unit 5, Sheet BS-5; Pay Item No. 17 has changed from 6 LF. to 72 LF Concrete Curb and Gutter. Pay Item No. 18 has changed from 1201 LF to 1497 LF Hydromulch Seeding. Pay Item No. 19 has changed from 673 SY to 878 SY 6-inch Topsoil. Pay Item No. 20 has changed from 3 SY to 16 SY Replace Concrete Sidewalk. Insert attached sheet BS-5 Revised 7/22/99. 20. Part B- PROPOSAL - Unit 5, Sheet BS-6; Add Pay Item No. 23 281 LF Sodding. Add Pay Item No. 24 3 SY Concrete Driveway Repair. Add Pay Item No. 25 1352 LF Permanent Pavement Repair per Figure 2. Insert attached sheet BS-6 Revised 7/22/99. Note, the City of Fort Worth cored streets to determine the thickness and material of the existing pavement. From these cores, it was discovered that Mt. Vernon Street has a 6- inch concrete base with a 3-inch HMAC overlay. Thus, the pavement repair for this area changed from Figure 4 to Figure 2. The plan and profile sheets impacted by this pavement repair change are sheets 72, 73 and 74. Figure 2 is attached to the addendum. 21. 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. � �� 1 , 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 By: �� A. Douglas Rademaker, P.E., Director By: 'f�n� � �o � � �Rick Trice, P.E., Manager Consultant Services �. 1\FRVORTfMROh:CTS1202\9T97106�ADh11Pan 17 Addrndum I.doc � 0 0 0 0 C� C7 p p p 0 0 0� � � ��. . C� . p . � �� ,-_._—No � •�Rs a• t�'CiMTt�L �OfN NAri �IfM , � • � MIII 2��RS �QNitfU0111AL IM OItCN ,• . j ix,it. cw� � MITTt11 �RHT ��MALT At►kALt fU�/AC[ �illACiM[NT [xriT Af►IULT tKtiT�Mt ' iu�I�tt ��+/= r�M 1 tuR�AGt cuR� � wrft• s�w o�t �wr tut . • � ' i~�TAGK CO�t C � � !' , � � I •• ,,: t*• ; ' •;� � � .i �?•: ,;+:� :�' l• •• . ' ► � � � •� • •i � ��.•! -' • ' •` � i•�.�c(,sar � �,`, •� ' • • f � e � . .. ' r ��i 9 � '� .�i4. , . ,� �!► �p � • .. � �O � t1.�'' i n^'��p�•p��,+��jJ • _ `."�t1I�{1 �� ^�� C' p�,.1ib,.��I� 7 jtt' COML t?• : . •' :: � : :. �; �.: � : . � � . 1?. Ni: .. � :! : ; �, ,� ; � : �•t� ;�� ;�Z �,. [xilt. 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TRANl�Ol1tAT10N/PUS�.S�C WORKS DE�i. r:vtt-�-7s . _.. ••'� f Mi/NiEAAMi� . `s/ON • . .._.. _ tE �- i:-��-ro . � f/i -;'� _ 1 , R[V -�' T O'�t I�J � IfJ L! n t�l l� � liJ !�I � � 3 SPECIFICATIONS ,; ' & �� CONTRACT DOCUMENTS { FOR . MAIN 390 DRAINAGE AREA SANITARY SEWER SYSTEM REHABILITATION � AND IMPROVEMEl��TS (GROUP 6, CONTRA.CT 1) ��ART 17 Units 1, 2, 3, 4& 5'° � PROJECT NO. PS46-07046041 b280 Unit 1- DOE No. 245i '� Unit 2- DOE No. 2467 {� �M Unit 3- DOE No. 2468 A . Unit 4- DOE No. 2596 Unit 5- DOE No. 2597 { . � �� IN THE CITY OF FORT WORTH, �TEXAS ,ono KENNETH BARR � MA.YOR F i. � BOB TERR�LL CITY MANAGER • HUGO MALANGA, P.E.�� DIRECTOR OF TRANSPORT TION AND PUBLIC WORKS DEPAR�MENT �k a LEE C. BRADLEY, JR., P. DIIZECTOR OF WATER DEPAR�MENT �. p A. DOUGLAS REIDEMAKE�� P.E. DIRECTOR OF ENGINEERING DEPARTMENT :1 � Prepared by: TranSystems Corporation Con�ultants � 500 West Seventh St., Suit 600 � Fort Worth, Texas 7610� IJ �-�i-� r � � � Ifi LJ � � �J � D � � a � ra � � a � r� TABLE OF CONTENT�S •F Part A- Notice to Bidders Special Instructions to Bidders (Water Depa�ment) 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 Busines�s Enterprise Policy Part B- Unit 3 Proposal City of Fort Worth Minority/Women Busine�s Enterprise Policy Part B- Unit 4 Proposal City of Fort Worth Minority/Women Busine�s Enterprise Policy Part B- Unit 5 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 Wor�h) , Appendix A- State Revolving Fund Requ'irements a. Appendix B - Easement , Appendix C � � IIFTWORTHIPROJEG73120:197197l061ADM6SPECISubbasin 1197106-T�doc TC-1 d. � a , � m � � � l�' d � � � . � D � �� . � � 0 � � � 4 a , � . ��exs ,�, �►i _ 1�otil�e r � a�� A . ., . , � , ,, ., � .� , � � � LI L! I !�J � �..� I-I �I LaJ Ll �� L+�J u � � i� � � [� NOTICE TO BIDDERS "` . ,, Sealed proposals for the following �, For: Main M-390 Drainage Area Sanitary Sewer System � Rehabilitation and Improvements (Group 6, Contract 1), Part 17, Units 1-5 Sewer Project No. PS46-070460410280 {, � Unit 1 (DOE No. 2451) 706 LF 6-inch to 8-inch Sewer Rehab b� Pipe Enlargement 2886 LF 8-inch PVC Sewer by open cut;dlAll Depths 100 LF 8-inch D.I.P. Sewer by open cu�; All Depths 387 LF 4-inch PVC Service Line 13 EA Standard 4-foot diameter Sanitary Sewer Manhole �F Unit 2'(DOE No. 2467) �� 1609 LF 6-inch to 8-inch Sewer Rehab I�y Pipe Enlargement 2113 LF 8-inch PVC Sewer by Open C�t; All depths 4450 LF 4-inch PVC Service Line 18 EA Standard 4-foot diameter Sanitary Sewer Manhole Unit 3 (DOE No. 2468) �Y W� 5�8 LF 6-inch to 8-inch Sewer Rehab�by Pipe Enlargement 1457 LF 8-inch PVC Sewer by Open C�ut; All depths 1733 LF 8-inch D.I.P. Sewer by Open Cut; All depths 5430 LF 4-inch PVC Service Line �� 1960 LF 4-inch D.I.P. Service Line 11 EA Standard 4-foot diameter Sa�itary Sewer Manhole a Unit 4 (DOE No. 2596) �F 1804 LF 6-inch to 8-inch Sewer Reha� by Pipe Enlargement 998 LF 8-inch PVC Sewer by open cut; All Depths 379 LF 8-inch D.I.P. Sewer by open��ut; All Depths 225 LF 4-inch D.I.P. Service Line �� 425 LF 4-inch PVC Service Line �a 14 EA Standard 4-foot diameter S�nitary Sewer Manhole Unit 5 (DOE No. 259'� ° 3403 LF 8-inch PVC Sewer by open �cut; All Depths 345 LF 4-inch PVC service line �� 11 EA Standard 4-foot diameter �anitary Sewer Manhole 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, Thursdav, AuQust 5. 1999, and then publicly opened and read aloud at 2:00 PM in the Council Chambers. Plans for this p�pject may be obtained at the"office of the Department of Engineering, Municipal Office Building, 1�400 Throckmorton Street, Fort Worth, Texas. One set of plans and documents will be provided for a deposit of fifty dollars ($50.00), such .r aC:IW/ND06YS1TEMP197I06-NB.doc � NB-1 F D Q � � � � � � a a D � � D 0 0 a a a 0 �� ,� NOTICE TO BIDDERS ' �� deposit being refundable if the documents are retumed in good co�dition within ten (10) days after the bids are opened. Additional sets may be purchased on a nonrefiuZdable basis for fifty dollars ($50.00) per set. � { A pre-bid conference will not be held. . �� Bidders shall not separate, detach or remove any portion, segriient or sheets from the contract document at any time. Bidders must submit the complete speci�cations book or risk rejection of bid. � The improvements included in this project must be performed byN 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 Departme�t)". y�F • For additional information concerning this project, please cont ct Mike Domenech, P.E., Project Manager, at 332-5474 ext. 39 or Joseph C. Masterson, P.E. at 339-��50. Advertising Dates: Julv 8, 1999 ,, Julv 15, 1999 a Fort Worth, Texas a C:1 iVINDOGYSI TEMP I97106-NB. doc N B-2 � � �. �J ��J � u � I� � L�J J '�J PART A- COMPREHENSNE NOTIC� TO BIDDERS Sealed proposals for the following: For: Main M-390 Drainage Area Sanitary Sewer System Rehabilitation and Improvements (Group 6, Contract�`�), Part 17, Units 1-5 Sewer Project No. PS46-070460410280 . � Addressed to Mr. Bob Tenell, City Manager of the City of Fort �`lorth, Texas, will be received at the Purchasing Office until 1:30 P.M., Thursday. Ausust 5, 1999, and�hen publicly opened and read aloud at 2:00 P.M. in the Council Chambers. Plans for this project �;ay be obtained at the office of the Department of Engineering, Municipal Office Building, 1000 Thrb'ckmorton Street, Fort Worth, Texas. One set of plans and documents will be provided for a deposit o� fifty dollars ($50.00), such deposit being refundable if the documents are returned in good condition within ten (10) days after the bids are opened. Additional sets may be purchased on a nonrefundable bas�is for fifly dollars ($50.00) per set. 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 prevailin��wage rates and City Ordinance No. 7278, as amended by City Ordinance No. 7400, Fort Worth City �ode 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 folloyving: Unit 1(DOE No. 2451) ' � 706 LF 6-inch to 8-inch Sewer Rel�ab by Pipe Enlargement 2886 LF 8-inch PVC Sewer by ope cut; All Aepths 100 LF 8-inch D.I.P. SeSver by op�� cut; A11 Depths � 387 LF 4-inch PVC service line 13 EA Standard 4-foot diameter��anitary Sewer Manhole �M � u � L�J LaJ L�J Uuit 2 (DOE No. 246� , 1609 LF 6-inch to 8-inch Sewer Re�iab by Pipe Enlargement 2113 LF 8-inch PVC Sewer by Op�n Cut; All depths 4450 LF 4-inch PVC service line �� 18 EA Standard 4-foot diameter Sanitary Sewer Manhole � Unit 3 (DOE No. 2468) 558 LF 6-inch to 8-inch Sewer Rekhab by Pipe Enlargement 1457 LF 8-inch PVC Sesver by Op��n Cut; All depths 1733 LF 8-inch D.I.P. Sewer by O�ien Cut; All depths 5�30 LF 4-inch PVC Service Line 1960 LF 4-inch D.I.P. Service Lin�e 11 EA Standard 4-foot diamete�- Sanitary Sewer Manhole � C:IWINDOWSITEMPI97106-N3.doc NB-1 � � r LiJ � � � ��J LJ '�■J L�J LJ L�J � d� PART A- COMPREHENSIVE NOTICE i�i"O BIDDERS Unit 4 (DOE No. 2596) 1804 LF 6-inch to 8-inch Setiver Rehab liy Pipe Enlargement 998 LF S-inch PVC Sewer by open cu�; All Depths .; 379 LF 8-inch D.I.P. Sewer by open ci�t; All Depths 225 LF 4-inch D.I.P. Service Line dF � 425 LF 4-inch PVC Service Line 14 EA Standard 4-foot diameter San}tary Sewer Manhole Unit 5 (DOE No. 259'� . 3403 LF 8-inch PVC Sewer by open cut; All Depths 345 LF 4-inch PVC Service Line 11 EA Standard 4-foot diameter Samitary Sewer Manhole �� designated as Sewer Rehabilitation Project No. PS46-070460410280 located in the City of Fort Worth, Texas. , . � Included in the above will be all other miscellaneous items of cons��ruction as outlined in the Plans and Specifications. The improvements included in this project must b�e performed by a contractor who is pre-qualified by the Water Department at the time of bid opening. �fhe procedures for pre-qualification are outlined in the "Special Instructions to Bidders (Water Departrrr�ent)". 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�Nof Sixty (60) days from the date the MBE/WBE UTILIZATION FORM, PRIME CONTRACTOR �AIVER FORM and/or the GOOD FAITH EFFORT FORM ("Documentation") as appropriate is r��ceived 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 �locuments and acknowledging receipt of the addenda by initialing the appropriate spaces on the P�ROPOSAL form. Bids that do not acknowledge receipt of all addenda may be rejected as being n��n-responsive. Information regarding the status of addenda may be obtained by contacting the Department of Engineering at (817) 871-7910. ,, � This document is designed as five (5) separate contract documerits and shall not be construed as being a single contract. The Proposal Sections are provided as five (5)�M individual M/WBE specifications and are arranged in units to allow respective bidders to submit bids q,n one unit, some of the units, or all the ry units. Award of contract, if made, shall be to the responsive l�w bidder for each individual unit. If a U contractor is the responsive low bidder on two units or more t�en such units will be combined into a combined project with one single contract award. � LiJ LiJ Construction time on all units will run concurrently. For the ��ituations involving approved contracts with multiple units, the construction completion time for all th� units shall be the same as the unit with the longest construction period within such contracts. � C:IWINDOWSITEMP197106-N3.doc N B-2 L�J � L!J I� I� C�J � � u � � PA.RT A- COMPREHENSIVE NOTICF� TO BIDDERS ' 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 Qf Texas nor any of its departments, agencies, or employees are or will be a party to this Notice to.Bid��iers or any resulting contract. The contract(s) is subject to regulations contained in 31 TAC Chapter 3�3 in effect on the date this contract is executed. � Bidders shall not separate, detach or remove any portion, se��nent 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 I�isadvantaged 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, P� CONTRACTOR WAIVER FORM and/or tlre GOOD FA.ITH EFFORT FORM ("Docu��nentation") as appropriate. The documentation must�be received by the contracting departme��nt no iater 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 contracting department to wh�m the delivery was made. Such receipt shall be evidence that Documentation was received by the City. � The Managing Department for this project is the Department of E�gineering. For additional information concerning this project, please contac�t Mr. Mike Domenech, P.E., Project Manager, at (817) 332-5474 ext. 39 or Joseph C. Masterson at (81,7)339-8950. � �k � Bob Terrell City Manager � Gloria Pearson City Secretary � A. Douglas Rademaker, P.E., Director Department of Engin ri g ._-. ' gy; �D (�,�j S v J c, � �� Rick Trice, P.E. Manager, Consultant Services � Advertising Dates: � Julv 8, 1999 � Julv 15. 1999 � Fort Worth, Texas � a �C:1WlNDOWSITEMP197f06-N3.doc u ., �� da 1� �. �. N B-3 a �t � � a � � � � fl � .� Q � a 0 a a 0 � D � � 0 9 �` h i� , k Special Instructioris to Bidders (Water Depar�iment) ,, �. , �, �F . i�'lI �� LJ � '�J f�l � L!J LJ 'J '�J �J L9 SPECIAL INSTRUCTION TO BII7�bERS $. (WATER DEPARTMENT) � b 1. PREOLJALIFICATInN REQiTIREMENT: All contra�tors submitting bids are required to be prequalified by the Fort Worth Water Department prior to submitting bids. This Prequalification Process will establish a bid limit bas��ed on a technical evaluation and financial analysis of the contractor. It is the bidc�er's responsibility to submit the following documentation: a current financial statemen�, an acceptable experience record, an acceptable equipment schedule and any other doc�iments the Department may deem necessary, to the Director of the Water Department at�least seven (7) calendar days prior to the date of the opening of bids. (a) The financial statement required shall have been prepared by an independent certified public accountant or an independen�ipublic accountant holding a valid permit issued by an appropriate State licensi�g agency and shall have been so prepared as to reflect the financial ts atus di the submitting company. This statement must be current and not more than �¢ne (1) year old. In the case that a bidding date falls within the time a new state� ent is being prepared, the previous statement shall be updated by proper verificati"bn. �, (b) For an experience record to be considered to be acceptable for a given project, it must reflect the experience of the firm seeki�ig qualification in work of both the same nature and technical level as that of t�e project for which bids are to be received. (c) The Director of the Water Department �hall 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 sh�.11 be considered non-responsive and will be rejected as such. , � LJ (e) �fl The City, in its sole discretion, may rejedt any bid for failure to demonstrate experience and/or expertise. , � � � � � Any proposals submitted by a non-prequalif�ed bidder shall be returned unopened, and if inadvertently opened, shall not be considered. I� (g) The City will attempt to notify prospective pidders whose qualifications (financial or experience) are not deemed to be appropnate to the nature and/or magnitude of the project on which bids are to be recei�ed. Failure to notify shall not be a waiver of any necessary prequalification. , -�- � � � � ' � � � � � i � 2. BID-SECTJRITY: A cashier's check or acceptable bidder's bond payable to the City of Fort Worth in an amount of not less than fve 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 Docume�its within (10) days after the contract has been awarded. To be an acceptable surety or} the bond, (1) the name of the surety shall be included on the current U.S. Treasury, or 4�) the surety must have capital and surplus equal to ten times the limit of the bond. Th� 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 ca�ital and surplus. �. �j 4. BONDS: A performance bond, a payment. bond and a i�iaintenance 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 rate�p established by the City of Fort Worth, Texas and as set forth in the contract documents r�ust be paid on this project. 5. AMBIGTJITY: In the case of ambiguity or lack of c�'�arness in stating prices in the Proposal the City reserves the right to adopt the most a�vantageous construction thereof to the City or to reject the Proposal. w 6. BIDDER LICENSE: Bidder must be a licensed Contrac�or 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 �Ma nonresident bidder unless the nonresident's bid is lower than the lowest bid submitt�ii by a responsible Texas resident bidder by the same amount that a Texas resident bidde� 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. w. ,. � 'Nonresident bidder' means a bidder whose principal ��ace of business is not in the State of Texas, but excludes a contractor whose ultimate par�ent company or majority owner has its principal place of business in the State of Texas. L,l � a8 �� This provision does not apply if this contract involves�Federal funds. The appropriate blanks of the Proposal must be fille��l out by all nonresident bidders in order for the bid to meet specifications. The failure �pf a nonresident contractor to do so will automatically disqualify that bidder. PAYMENT: If the contract amount is $25,000 or les�s, 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 subcont�actors while engaged in performing -2- D L"'J �� this contract, shall, in connection with the employment� advancement or discharge of employees in connection with the terms, conditions or pnvileges � discriminate against persons because of their age exce�'t on the occupational qualification, retirement plan, or statutory re%uirement. � L�J 1 �� L=J Ll � fJ '� u �`� � � � of their employment, basis of a bona fide Contractor fitrther covenants that neither it nor its ofiice�s, members, agents, employees, subcontractors, program participants, or persons acting y�n their behalf, shall specify, in solicitations or advertisements for employees to work o� 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 statuto�ry requirements. ' �k Contractor warrants it will fully comply with the policyM and will defend, indemnify and hold City harmless against any claims or allegatio�.s asserted by third parties or subcontractors andlor its subcontractors' alleged fail�re to comply with the above referenced Policy concerning age discrimination in the p�erformance of this agreement. 10. DISABILITY: In accordance with the provisions of the"Americans With Disabilities Act of 1990 ('ADA'), Contractor warrants that it and any an�� 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/o� conditions of employment for applicants for employment with or employees of Cont�ctor or any of its subcontractors. Contractor warrants it will fully comply with the A�DFA's provisions and any other applicable Federal, State and local laws concerning di��ability and will defend, indemnify and hold City harmless against any claims or alleg tions asserted by third parties or subcontractors against City arising out of contractor'� and/or its subcontractors' alleged failure to comply with the above referenced Policy c�"ncerning age discrimination in the performance of this agreement. � 11. MINORITY AND WOMEN BUSINESS ENTERPR��SE�.: In accordance with the City of Fort Worth Ordinance No. 11923 the City of Fort �orth 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 Offic�� of the City Sec'retary. For a bid to , be considered responsive the bidder shall submit the �IBElWBE UTILIZATION FORM, PRIME CONTRACTOR WAIVER FROM and/or t$e 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 op„��ning date. The bidder shall obtain a receipt from the appropriate employee of the managi�g department to whom delivery was made. Such receipt shall be evidence that the docu�nentation was received by the City. Failure to comply shall render the bid nonresponsive. � Upon request, Contractor agrees to provide the Owr�'�r complete and accurate information � regarding actual work performed by a Minority Business Enterprise (MBE and/or, a Women Business Enterprise (WBE) on the contr�ct and payment thereof. Contractor � further agrees to permit any audit and/or examinati�n of any books, records or files in its possession that will substantiate the actual work per�Mformed by an MBE and/or WBE. The � -3- � f ' i � � � � � � � � � � I� � � � � a misrepresentation of facts (other than a negligent�� misrepresentation) andlor the commission of fraud by the Contractor will be grounc��s 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 misrepresentati�n (other than a negligent and/or commission of fraud will result in the Contractor bei�g determined to be irresponsible and barred from participating in City work for a periodl of time of not less than three (3) years. Revised 9/24/97 �t aG M i —4— : � a, ., tl a� �F �t � O � a � � � � � � � � � � � � � � � ,� , 3 ' a �� sal .�x�1'o �� t � .�lt 1� � . 0 1• ;� ,� e 0 �. ' ��> �:; ,{,: I „^� ��,: ta, �, ;:,,:,, � 5� #r" � afm ., 4't�: �yr � r.. }`, �.e r�� I � �:.; . �,. �� :�� :�, � �, � '�' �� 1 ; � � � y � � ry, �G r�:, � ' ,,% �� ' �� ' 1) L'�� Mains 390 Drainage Area Sanitary S�wer System . ,� ;,,� � Rehabilitation and Improve��nts � . : ",�` (Group 6, Contract 1), Part 17, �Init 1 .,r;: ��_ 1� ` � „Fk� c��r of Fort wortn � DEf'T QF •�;•, �� Minority and Women usiness Enterp�ise S�r��i��'i�q�� y .�K:, a '�� flUG ,�� P� �;��°:� SPECIAL INSTRUCTIONS F.OR� B1DDERS 2 5$-�? �; �1 � r • • . APPLICATION OF POLiCY total doliair,value� of the aontract is �25,000' or more, the M� , , ;...,.� i�„ �,, i a.,�..,, , of �the �contract is le§s than' $25,00O��.the� M1WBE g'oal {s 'n'ot' a� POLICY STATEMENT It is the policy of the City of Fort Worth to ensure the full and equit� Enterprises (MMBE) in the procurement of all goods and services to of the Policy is to increase the use of M/WBE firms to a level compai ti " Ce. participation by MinorityNVomen Business:� Ciry on a contractual basis. The objective r�;, to the availability of M/WBEs that provide`"' goods and services directty or indirectly to the City. �w MNVBE PROJECT GOALS �� The City's MBE/WBE goaf on this project is 17 % of the base bid value of the contract. COMPLIANCE TO BID SPECIFICATIONS � � • � "' On City contracts of $25,000 or more, bidders are required to comply wi�h the intent of the City's M/WBE Ordinance �� by either of the following: iE � -;%;', �k � i ..t�, 9. Meet or exceed the above stated M/WBE goal, or; � � 2. Good Faith Effort documentatlon, or; 1� •. � a 3. Waiver documentation. �� ' : ,, � :�' SUBMITTAL OF REQUIRED DOCUMENTATION �� , • � ' �� ..�;:�. r The applicable documents must be received by the Managing Departiiient, within the following times allocated, in"k,.'� ' order for the entire bid to be considered responsive to the specification�. ,��;t�^�^ • '��r � � 1. M/WBE Utilization Form: received by 5:00 p.m.,��ive (5) City business days afterthe ',Zk;,,s��"��' bid opening date, excl�sive of the bid opening date. �`�"{ " , o� I� , ' ��'� �� + ��^C � .:�`M,��k�� 2. Prime Contractor Waiver Form: recelved b 5:00 m. �ive 5 Ci business da s after the '�''� "° �� v P• � c) ty v .,� ., bid opening date, exc��sive of the bid opening date. �F�d Y�� , p„ k : Ak ' ' . �.,C "A !� 1 4 ! �� 1 .t `�,� 3. Good Faith Effort Form: received by 5:00 p.m.�lfive (5) City business days after the .:��`';� t�r y bid opening date, exc;(usive of the bId opening date. •.�'`�` ,�`� ; �! . . � •ft .. � .y�� I1 ., * FAILURE TO COMPLY,: WITH THE CIN:S NUWBE �ORDINANCE; �W1�CL�R�SULT IN:THE �B1D BEING :_':�;�� `�,;:. �:,r,��,�r' ''' iFMir 4.T .� i� .t � � " . �.'CONSIDERED�NON-RESPONSIVETO�PECIFiCAT10N3.`.,:.�Y ::';;a„'�,�,'�,.a;y '�;I.�.�u��',.:;;, �`�� .,. ,., ., � . .. . .. �I � ' ' , Any questions, please contact the M/WB� ��ffice at (817) 871-6104. , n IN ' � �1 �j , J m ! � � �� ' L! i � � � l � �� LJ �•I � u �. 1�1 � � �y Main 390 Drainage Area Sanitary Sewer �ystem "' `' �' � . �: Rehabilitation and Improvements �� '� �",'�a ' ' , � � (Group 6; Contract 1), Part 17, Unit)� �� ' . ��.�;; , . ,e �� , . � �;.�4Ai'i' �� ,,�>:�:� � . City of Fort Worth �� r:��,�:�� Minority and Women Business Enterprise� Specifications��r I� � �:. ;�,, �r , . MBEIWBE UTILIZATION, �� . �s:�� ( t� �,j.,��. .le4�rne �-� l'tif� C�cm�r. ( +n� • . . 8 -s,� q a . , NY NAME BlD DATE � ',a''x . �. `"'� � �er Rehab. Imp. (Grouu 6. Contract 11. Part 1? . Unit 9 . PS46-070�60410280 ,',. .,�""2a IE PROJECT �MBER , '' : �";; E PROJECT GOAL: 17 % � I NlhVBE P�+RCENTAGE ACHIEVED: `,'w � �, �y.� �rjiplete this,farrin, in,�ts ent�rety w�th�supportir�g �docu;r�tentation,�and receivetl _byNtherManagir ;! � Certifletl a ��, �i , ?�` �, * h . i , r,� i. 5 f . ' N TXDOT ' l�C �E ,(Hwy � �T , Div ) <; x �R^ i , i y i . {. m � �. ; . . ',�.A. . , �+- . H e �'(��T Tv 1 �r� � v� �eS� nn �r �' �� .�. ��so�. a� 1�-I-. VErr on C��eha.+��srn Tic 75oa1 � ��z- q�g-sszo � 1 loeri� �Ilbo. vr�l iZO�b��w�c.lt ;.�, Sb1 Prl1i5o n �T.UJOR�T "Ildl�W r BrI - ��3-8��4� . '�t�►xvti �2c�.�r'E'_. . R Ltiillou�bev� d sc�r,d �l(�.� � �a hCrF�- � ,� �k !� wN �� Ik � ;Spe�ify.� j � ; ,Tieri"') '� ; 1 1:�:� t'1 � I��2 �. �' 4 t�f 1,�'i: �y��, � � ��. �i � �v F t: „� 1 f��f �Y q j�13.�. �Y .� 1' f � l k N'. f q�;�� i �r,Nl�{��, ' �: � } y Ir Frt:k. �1. ��, .I� . �� 72��? ° H �S. A:�� . ��`�: :.�� (;��'�� ' k �t,�y �• $ � �tJ� r`.n .9�, '. ,Y.]� �� .1 . __ . .3 Mah��c� TX '?i�ot�3 �p � w � � .. ��3-- 355 �, , ,,r �� $h ' y � � ' I� . �; ' r�"� � � �� • ... �� . ��`' � )� ,. . NBEs must be loca;ed in_ttie 9,(nine) county marketplace or currently �doing business in the;marketplace.at th8.tiriie ot,bid. P�s�;�, _�k - ' J� , .,�: > �y�''; :cify all a.reas in whlch MWBE's are to be utilized.and/or Items to: be sup.plied '„ , • �k . � :' � ;, � k , �� : , ro ' � �_ � y� �.�� % � � _ �, � ; � amplete listing of items to tie supplied is required in order to receive credif toward �e MIINBE goal '; ;.; '� ,�, ,;-,. ti;. �'•�r �., �'�,�� y.+�+�n�' ,- iitify each Tier levef ��.`�' , � Tier. Mean's the level�of subcontracting bel�w the ptime contractodco�sultant, f e., a direct rtie'nt ,� : :� . 1 . .-, • Y1:IY1 �� ,• '. . ..:... . f� •� from the prime'contractor to a subc'ontract r ls considered 1'�.Uer, a payment by a subcontractor,to ��- Q ,�� . ' , . � � . . . its supplier is considered 2"d tier. � . I� . . . . .. ,.' • ' .�. . . . `. �'; . ��N�;� �':'s` � IS FORM MUST BE RECEIVED 8Y THE MANAGING DEPARTMENT BY S:OdNp.m., FIVE (5) CITY BUSINESS DAYS AFTER BID • OPENING, EXCLUSIVE OF THE BID OP�NING DATE .. Rev. 6/2/98 . Pages 1 and 2 of Attachment 1A must be received b� the Managing Department ir ia ;: �l u 0 0 � Main 390 Drainage Area Sanitary Sewer � Rehabilitation and Improvements ' (Group 6, Contract 1), Part 17, Unit : �' ' �� ,��; City of Fort Worth Minority and Women Business Enterprise�� . ... , y MBE/WBE UTILIZATION ;:��°; �`nv �ronn�,er�i�+.l MNq� -�. ' hyt��iry �.�,u1G1R 5e�dt t�� nsoX3(pQ !v �in � r '7bz�� o - � S� 3�0 �._. . ,cer��ea .- me�,Contact Name, , ;� � tid'Telephone No � !i t � � � 'r:r �;�: ��?' U r � � � I� � ,1 '+�E��A�'.�`�' F' `��'' Fi�'�. �� 1,� ( Ti( ', � ��`' 3i' C ' D r : �T�;��fr�'� � ,� , ., . ��'m r � r+ ' `T� 'i� 3i L � r� �G; �i �, , '4� ,ti .. � � R i T' a ��: ,�y �i .. . � � �� ri 1 "�� Ia ; � �.C. ' '�� . �'� � : ',:� .. ��... •�'�i; ....a,. ,..� ., �!. `:.A : DIv �t q'?Z-2µ3 - F35Z't� p ��-a.r nl �I t��erS � Mh�S�n ak� i� �. ' . �d�.��sk��a,r, , Ty �t(�obs n - 4 `n -�Fo9 �'I� � oe. f�ranch ...- � f1s(�ha.4} ��tr�,g � ,� � � � ��1`� ��,� ' � ' �' �ther� agrees to provide, directly to the City upon request, cQ�nplete and accurate information� � .. rk;perfo'rmed by all subcontractors, including MBE(s) andlor WB��E(s) arrangements submitted witti � also"�agrees"to ailow an audit andlor examination of any books, � cords and files held by their{corn antiate the actual work performed by the MBE(s) and/or WBE(s) n this contract, by an authorized� f�the City; �Any intentional andlor knowing misrepresentation f facts will be grounds for,termn " ebarment from City work for a period oi not less than three (3) �lears and for initiating actian undE "al laws concerning false statements. Any failure to comply��n►ith this ordinance and creates- ct may resutt in a determ(nation of an irresponsible offerc�r and barred from participating iri of time not less than one (1) year. �� •,x ALl. MBEs and WBE MUST BE CERTIFIED BY T CITY.E�� RE CO TRACT AWARD ��'�� <�' ; i ��. - ��5,--�.� . ) l 1 ( � �' l�L (.(J . ' � ?� . i.r / �t1'- , � �� e gnature . Printed Signa�;ure � �� Ou�n�r� �n��devt� � � � �1,� �� . . �� n � Contact Nam�' and Title (if different) �°�r' ' `�e�u�rne 1�,�iii �on�l-�I�c • ��-5s'�3- ISq� . .�,�„ .y.4; x��;�,.�� A air� n��'� �� ry Name Telephone N�Ymber (s) , •-� �:�• �� ''�� ": ,t�a c.��1rr� n ��.�e1�u�rre,T�(��3 I ��-� — � - �c�-�o3 �, . . � r�: f �:�.;: .. � Fax Number . . ''�'�•+j� , . � � l �U -aa ` � �' ��' � telZip Code Date , '� • , =�i� � � FORM MUST BE RECEIVED BY THE MANAGING DEPARTMENT BY 5:00 .m., FIVE (5) Cl'fY BUSINESS DAYS`� � OPENING, EXCLUSIVE OF THE BID OPE�ING DATE „;; fi`x�� . . Pages 1 and 2 of Attacfiment 1A must be received by��the Managing Department "�"-d "-. �-� 1M l'sJ .t .; ,� ., d� 1F 7R ! w� 1� w,� k r i� aM �M .� P �� t �M iM �i �� .p �1 IE �r �, ;� ,� .� a, Qa' �� r� �� . �► rr �U � �a�o� � � �,��s� � ��I lJ � � �—� ��. �� ■'_ . � � � � � � �`�� }�,� n ,L�g� '�, Z�,o -4� ��o��. �.�' aua-�qa�� omu� °�Q�� U:��'a � . �� !`1 �� ',� u �l u � �� , �� , �� , ;,�� "; , Mains 390 Drainage Area Sanitary Sewe� System , ,."°" Rehabilitation and Improvement��s • �f ��y,' (Group 6, Contract 1), Part 17, Un�Nt 1 Y'�� a,i,l. �p . �t�`y�' `� city of Fort wortn �� s�<;,,. ,; ,, Minority and Women Business Enterprise�NSpecifications 0. 11 � f �Y�� ;; Prime Contractor Waiver "°; ;� �e�3U.Y �'1C �l.T I �1 �'C CO V15�'� � 11C . � Main 390 Sew�r Rehabilitation ',� � , Imn. (Groun Contract 11. Part �17 "me Company Name � Project Name,� �^�t`�� ; � ' •r7 " -i Q PS46-070460�10280 • `' Y'=�j�u�� id Opening Date Project Numf�.`er •� •��; .�:'',..� If both answers to this form are YES� do o complete ATTACHME�NT 1 C(Good Faith E All questions on this form must be completed and a detailed expl��ation provided, lf aE the answer to either question is NO, then you us complete AT'1�;�4CHMENT 1C.i This f applicable if both answers are yes. �� .}�'� �� Will you perform this entire contract without subcontracto��s? Yes �No;r°M..� . If yes, please provide a detailed explanation that proves b�ased on the size and �scope this project, this is your normal business practice and pr�vide an operational profl ' your business. !p • •Y;�:+ »�, . . Will you perform this entire contract without suppliers? �" Yes. �No .''-�y �A If yes, please provide a detailed explanation that proves b�sed on the size and scope of this project, this is your normal business practice and pro�ide an inventory profile of� `' your business. �N ' � � � �' � <; .. , The bldder further agrees to provide, directiy to the City upo� request, complete andr accurate inform�tion regarding actual work performed by all subcon�ractors, including MBE(s)� anii/o WBE{s) on this contract, the payment therefore and any propo�ed changes to the original MBE(s and/or WBE (s) arrangements submitted with this bid. The b��ider also agrees to allow an' audifi: and/or examination of any books, records and files held by t�eir company that will substantiate� the actuai work performed by the MBE(s) and/or WBE(s) on th'�s contract, by an authorized offic'e � or employee of the City. Any intentional andlor knowing misre�i�esentation of facts well be grounds« for terminating the contract or debarment from City work fo Na period of not less �han three'(3) years and for initiating action under Federal� State or Local lav�� concerning false statements. Any� failure to comply with this ordinance and creates a material�breach of contract may resuit in�`a determination of an irresponsible offeror and barred from part�cipating in City work for a period'of time not less than one (1) year. , �• � I� . . .°,� ��...�0. i � �j��/`_ Aut�rized Signature �wner - P►�es�den-� Title Cle�wrnc. c�li� �ons�-.1n�. Company Name � �2a c.rz. �2(� Address C�eburr�eT�,'l(ds31 Authorized Signature � � l�) i v Shctc� Printed Signature � � (��h- . Contact'Name (if different) � 8 �� Sa-�5 t � Contaci�h'elephone Number (s) �(��p5�- b�o3 Fax Nuif�ber L' iela f�v ne. l��-'I � I�L(. �..tTY1�' . � YtG • Comp �hy Name � ■ � ��-¢; ; �, ��s-�r � ;, P ��a, :- ,. �,,,,,, ��c�w� 4;�'�!" p �� :� ::��,� k ��L� :�; '�` v�� ' S. r.��n, � � ;� � �r . r.,' � Rr.., arome I �J � u L�JI I�I �I'� � L'' L�J'�I Main 390 Drainage Area Sanitary Se�iver System .� Rehabilitation and Improvem�nts (Group 6, Contract 1), Part 17,��Jnit 1 c�ty of Fo�t wo�tn �� Minority and Women Busines� Enterprise ' �� ' GOOD FAITH EFFOf�T � s� � 1w ��, . , ,,� , ji . ATTA - 'e �, � , �,, :�,�� 6 '' _. x:, .. �, Prime Corripany Name yk Bid Date .�•-.�:�� Main 390 Sewer Rehabilitation Improvements ,,�.. (Grouo 6. Contract 11. Part 17. llnit 1 �� PS46-07046Q41Q280 �a Project Name �N Project Number •��•;,.� � ,� � if the bidder's method .of compliance with the M/WBE go��l is based upon demonstratioi "good faith effort", the bidder will.have the.burden of c rectly and �accurately preparin submitting the documentation required by the City. Com liance with each item, 1 thru 6 t shall satisfy the Good Faith Effort requirement abse � proof of fraud, intentional,�� knowing misrepresentation the facts or intentional discrir�ination„ by the bidder. . §,�� .. . . . ,� � � �P • ' f� , r `r �r1.. tl 1.) Please list each and every subcontracting and/or supplier o�portunity lD0 NOT LIST NAMES OF,�,�� FIRMS� whlch will be used in the completion of this project regardiess of whether it is to be provided by a M/WBE or non- MNVBE. �b � "� , .'�.. (Use addifional sheets, if ne��essary) ' ' : ' �'''" �; ,°: , � IN . , ` .�r,`e•" List of: Subcontractina Onportunities L�� t of: Suanlier Onnortunities .:F,��N` - - i�� ., r: : li .t�f " �P .i��.,' •t�art �r �1 ` �y"„�� , ' ` "�„4�'�;""�� N� � . :�"; ��. � �' �� il . • ,+ "�� . 11 , . ;�.a�,�;•�;�d, NE ' _ ��Aa: ��. , . �•;ra � �� i : . , . , �„`'9''��'a, �� '4 "��,°C{�� ' �,�,s�_ � � • '.''�', _ . . Rpv RI9/op� 1. . I#I � � i�J I^� L�J � L�J �J I�I I�I �J � � � L�J �M Main 390 Drainage Area Sanitary Sev+ier System Rehabilitation and improveme�i�ts (Group 6, Contract 1), Part 17, l�nit 1 � �� ATTA . �p 2.) Did you obtain a current list of M/WBE firms from the City's M BE Office? The list is compliance, if it is not more than 3 months old from the date o�� id opening. � Yes !E Date of Listing ! No �� _y,� •„..,� . :'��: � . �eF CHMEN Page 2 k�;,1 ",�,a� considi . y?��,' ; `� �"1 ..r. .^� �M ��k...ta ' Y� 3.) Did you solicit bids from M/WBE firms, within the subcontract�g andlor supplier areas previoi listed, at least ten calendar days prior to bid opening by mail, ciusive of the day the bids are opened? �I ' • ;r .- �._ � Y; � . �,k� Yes . If yes, attach M1WBE mail listing to include��ame of firm and address and'a No copy of letter mailed. �� .;�i�! li :� .a 4.) Did you solicit bids from M1WBE firms, within the subcontract�ing and/or supplier areas previo� listed, at least ten calendar days prior to bid opening by telep��one, exciusive of the day the bi� opened? � • �, �� , �°>°; � Yes If yes, attach list to include name of M/WB�� iirm, ep rson contacted, ''tz" No nhone number and da�e and time of cont��t. r , i �� . .�. G: � Q n .... . . .. . . .. . ..... ... .: ......_ .: . ... „� .:.. ...., , � �:_. : .... . . . ...., . ... ,... ,. ........ _. .. .... ......_... _. _ . .. .,.. . - ........ , .. _ . . _ . _ __. . . ...— , — ' — "... � _ . ... .. .. !1 5.) Did you provide plans and specifications to potential M/W�j�s or information regarding the li plans and specifications in order to assist the MIV1fBEs? �� :,_, Yes = '�� WM ' � No ' , � !t � �-; �� 6.) If M/WBE bids were received and rejected, you must: l, � .;`;�, (1) List the M1WBE firms and the reason(s) for rejecti�� (i.e., quotation not commercialiy reasonable, qualifications, etc.) and � `�`€,��' . � (2) Attach affidavit andlor documentation to support t��e reason(s) listed below (i.e.. lette memos, bids, telephone calis, meetings, etc.) .�,� a� �f.; .(Please use addifional sheets, if ne�essary, and attach.) � T�°'� Company Name Telephone Contact Person �Scope of Work � Reason f� �N ReJectioi � �� s�� li � • ;�r�; i . �Y � �� ` �w �.�� P�' �� ;�� ATT - •-�.w;� _. ,.,.,,,,� � , � � � � a � � � a � � � � a � � � � �F Main 390 Drainage Area Sanitary Se�irver System Rehabilitation and Improverrr�ents �(Group 6, Contract 1), Part 17��Unit 1 . i5 1 �� . �> ADDITIONA.L INFORMATION; !I , ' ,,�"° ' M1 5Y :i� Please provlde additional information you feel will further expiain�rour good and honest'effo MIWBE participation on this project. �� • �:�'��, � .� �. � ik . �;,°�€�F, .9 it�N� . , . �The bidder further agrees to provide, directiy to th�� City upon request, complete accurate information regarding actual work perfor ed on this contract, the� p� thereof and. any proposed changes to the originai arr ngements submitted with,thi . i,,,r� The bidder also agrees to allow an audit andlor exa � ination of any books; records{ files held by their company that witl substantiate the actuat work per�ormed�on contract, by an authorized officer or employee of theJ�City. ,-.,.��-s�` �� ; . :� r � r �; � "� ��. � Any intentional andlor knowing misrepresentati �n � of facts will , be �grounds .. terminating the contract or debarment from City wor for a period of not less than�i , t .. F�y (3) years and�for initiating��action under Federal, St��ate�or Local laws concerning�i statements. Any failure to comply with this ordinar��e and creates a material'b`reai contract may result in a determination of an irre�spons�ible offeror and barred� participating in City work for a period of time not les��s than one (1) year. �'�" `�`":�� ; h'�I iM � `�;� � The undersigned certifies that the information �rovided and the M/WBE(s)�;! was/were contacted in good faith. It is under�tood that any M/WBE(s) IistE Attachment 1C will be contacted and the reasons f�r not using them will be verifiE the City's MlWBE Office. � � � �F . � . Authorized Signature Title Campany Name Address � r P� inted Signature i� Contact Name and Title (if diiferent) '� ll r Telephone Number(s) I� li ��ax Number �I ��ate �i � : �;�«� , ,. `; � ":i•''�'^"�'� i :.w•� � , .��:::,� 3 , � ,_ � ,. i �;?�`• i � 1 $ '��' '' � @ wz tMt;��i'iS � F,.,k `��A;; ,k, .E , r ��,��„x �'� :,�'s, „�;,,�� {�'�:#a� ' � • • � . *; L' .`a .,_.. �,..,.,., � � � � For: � a � � a � Pay Item Q 1. � � O . 2. � � 9. a, PART B- PROPOSAL - Unit 1,F . TO: BOB TERRELL FROM:�F (Bidder� ame��l'W� ��YIC CITY MANAGER � � � FORT WORTH, TEXAS � 03,( , (Address) � Main M-390 Drainage Area Sanitary Sewer System "' Rehabilitation and Improvements (Group 6, Contract 1)��'art 17 Sewer Project No. PS46-070460410280, DOE No. 2451�, . , Pursuant to the foregoing "Notice to Bidders," the und�rsigned has thoroughly examined the plans, specifications, and the site, understands the am�unt of work to be done and hereby proposes to do all the work and furnish all labor, equip�nent, and materials necessary to fully complete the work as provided in the Plans and Specific�tions, 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 bou"nd to execute a contract and furnish Performance and Payment Bond approved by the Ci�y 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 17, Unit 1 � � „ S`pec � Approximate Description of Bid Item Prices �� Unit Total Item Quantity Written in Words � Price � Price 706 LF** 6-inch to 8-inch Sewer Rehabilit��ion by $�D(� •�� $�2, �(�(j,OZS Pipe Enlargement Method � i Y w 40 LF* 6-inch PVC Sewer by Open Cu�; All Depths ., , � Dollars & Cents p'�r LF a s� I�pllars & y �'�J CenPs per LF $ �D.Ob $ /�.00 D . ,� *, ** Contractor must complete City Approved Product and 1V�ethod Form on Page B1-8 � � IIF1iVORTHIPROJECT31?0:197197l061r1DMISPECISubbasin/197/06-PRl.doc BI-1 0 �.! � � � � Q � �J � � Q � � � � � a � � Pay Spec Approximate Item Item Quantity 3. 2886 LF* C! Main 390 (Group 6, Contract 1), i�art 17, Unit 1 � �� Description ofBid Item Prices Unit VVritten in Words � Price 8-inch PVC Sewerby Open Cut; a�� $ 3S•66 Depths a� r „f' Dollars & ' `" Centsper{LF dh 100 LF 8-inch D.I.P. Sewer by Open Cut�� All Depths � Don�rs Rc 4 w Cents p�r LF �� 5. 13 EA Construct Standard 4' Diameter Sanitary Sewer Manhole; 0-6' . , �,� t,�� Dollars & IM � Cents per EA k 6. 1 EA Construct Standard 4' Diametei� Drop Sanitary Sewer Manhole; 0-6' a � � V lUv D"ouars & , - ^ �� vw Cents per EA �F * Contractor must complete City Approved Product Form on ��age B1-8. m � IIFTfVORTfI�PROJECTS110219719710641DMISPEC1Subbasin 1197106-PRl.doc B 1-2 , r $ �-�.06 Total Price $ l�l, l� 6� $ �-�o ��o $ I Z�.00 $ ((o,ZS� .�o $ �Z60.Ob $ ZZOD.O� � � � � � � � � � � � � � � � � � � � Pay Spec Item Item 7. � � 10. 0 11. Approsimate Quantity 11 1 EA EA 14 EA 2 EA 14 Et3 nw 1 Main 390 (Group 6, Contract 1), Part 17, Unit 1 . �. Description of Bid Item Prices " Unit Written in Words �E Price IM Remove Existing Sanitary Sewer Mai7hole $�j(� ,6(� a �. �/ �-/��l,�Ij /�� r� /Vll`�L / �'I .l.l��-Y�(/ �('� Dollars &{, � !� �N Cents per EA Abandon Existing Sanitary Sewer lYlanhole $�tt� .(�6 :, -�� ott�'& �> f/Lt� °. Cents per EA �� Watertight Manhole Insert a� $ ( � .�� / � {� _ /�/�. Don�� & �/l�7 �. Cents per EA h Cut and Plug Existing Sanitary 3ewer Line $��-�� {k 1//,�� [ �F �.V \ i / �/N�/� `—W "- 0��3I'$ 8L � / Ah j ��J CC111S�Ci � � �(�� Concrete Collar per Figure 121� $`w� •� 6 . �� f � �, ou� & Y�� tl Cents per EA a �. a, 11FTWORTHIPROJECTS1203197197106�ADMISPEC1Subbasin /197106-PRl.doc B 1-3 , Total Price � ��.� $ � �b .�D $ j �00 �Oa '1 . a • " $ J�v�C�' �� Q Q � � � � � a � Q � D O � � � � Pay Spec Approximate Item Item Quantity 12. 13. 14. 15 �T•� 14 EA 3.5 VF c : 55 VF Main 390 (Group 6, Contract 1),�Part 17, Unit 1 Description of Bid Item Prices , Unit Nritten in Words �N Price ,p Vacuum Test Manhole � • $ lZsi(�� ,�/�c., U�'K-�1,� �' . � � ,� Dolla�� & Cenu pe�� EA Extra Depth for Standard 4' Sanitary Sewer $ l� s�b Manhole Exceeding 6' �� J ��.X__ ' v 1, � �/�� Dou� & �. . j � �. Cents per VF Extra Depth for Standard 4' Dia�eter Drop $�25�6 � Sanitary Sewer Manhole ��. �� J�C- , ,( � Do�'ars & I/�� Cents �er VF , VF Manhole Interior Protective Coating � � ,�� D�"11ars & U U Total Price $ I��.C�O $ � �Z. S� $ �7 S� 6 b $ i��(�6 $ z8op�oo �/�.1� cen�per vF EA 4-inch Sanitary Sewer Service Tap for open $ Z�.00 � cut PVC +� � �� 9E / Dollars & yw Cen�ts per EA IIh7'f�'ORTffIPROJECTSL011971971061AD�b1�SPEG1Subbasin1197106-PRl.doc BI-4 aa m $ �3��,uU � �l � I L�J IJ 0 0 Ll 'iJ � � n !�l I�J � � L1 � �'l �� , � . � �. aN aA Main 390 (Group 6, Contract 1), P�rt 17, Unit 1 , ��— . �'ay Spec Approximate � Descriphon o�Bl�item P�i ces �� Item Item QuanHty _ _ Written in Words __ _ �0 _ _ _ __ Price _ � �17. 10 EA 4-inch Sanitary Sewer Service Tap �or Pipe $%� ,� � Enlargement Method �b ��, �i �i �M . � . l � � �� . ��q� ;� � W Cents per �A l� _ 18. 697 LF* 4-inch PVC Sanitary Sewer Servi�es $ 3� •�0 �b � � d� . � �� , �u� & � � � � �� Cents per LF ;i6 19. 60 LF 6-inch Waterline Lowering '� $ u-��46 ,�p \ {� . � /� �) 9i . ti'✓"V L101�1lSBL p l� W Cents �per LF �� 20. 30 LF 10-inch Waterline Lowering �" $(o� �� , � � � it ' i� . � I)ollars & #M I/ w Cen� per LF �� 21. 1704 LF Pre-construction Television Irispection $�. �. �k � �k Ii01�3i'S dC a� / C�%ts per Lfi �� * Contractor must complete City Approved Product Form or�IPage B1-8. � � P:120219�19"/061ADMISPECISubbasiii 1{97106-PRl.dac B ]-5 Revised 7/22/99 �� Totafi Price $`75�6.bb $�6,q10. �Z� $ Z7f�0 • 0 0 $ ( �i SZ� a o $ 59�� p 0 � a � � � � � a a a � � u Pay �pec Item Item 22 23. 24. 25. 26. . �; ` , ,�' Main 390 (Group 6, Contract 1)��Part 17, Unit 1 a, - - Approximate Desc ic ptio�Bid ltem Prices ,�M nYf Total ' Quantity � � � Written in Words _ Price _ _ _ , Price 3702 LF Post-construction Television Ins�� ction $ 2• �15 $��b� b6 � �� . (r�/V V �on�� & . v � d Centsp�i LF ' �b 3199 LF Trench Safety ��$ 2-� b $��Q Q�7, SO . �, . . � � � �� ' . _ �� & . �� . �� ... • ' � Cents per LF � 'f 623 LF Permanent Asphalt Pavement �epair per $ 3`t� �6 �$ Z �, J gZ. 6"� Figure 4 . �� . � . �� . � � , ,/,!/�, �u� & Cent� per LF ' P! 8 LF Permanent Concrete Pavemer�� Repair per $'t� �� $�Z�- �0 Figure 1 �� . 72 SY . ��»� & J„ , �B VL� Cents per LF �@ Concrete Driveway Repair �k `.(/ � �i �� bollan & ,i, U I�J Cents per SY I! P:120119?19%l06L9DMlSPECISubbtuinl19i106-PRl.doc BI-6 �� Revised 7/22/99 $ �O.ba $(��'D.oa � � .� � � a .� � � u � � � � � � � � � �t �. a �k � Main 390 (Group 6, Contract 1), Part 17, Unit 1 �� ^ , � � Pay Spec Approximate De ncs ption of Bid Item Pr�ces �p�t � Item Item Quantity Written in Words Price . 9� .27. 1518 LF Hydromulch Seeding d� $�, 0 U as. 29. 30. 31. 233 100 791 0.8 �� . �� , � no�i� � � � Cents per L • �� LF Sodding '$ $ � �:6a . �k . / QR X/! v Dollar� & ar U W Cents pe � LF . LF Adjustment of Sag for Pipe Enla��ement $�5 �0� �� . 6 �x ou� & � �� Cents per LF (� ' SY 6-inch Topsoil ° $ � Z �6� �: � �r��.(.,�-� , �o � n�i�� & �l) ' Cents per SY �! � �.��`�� i.(�iFC � TJollars & U � � �� Cen�s per TON �' �R �. 5. Totai Price $ 3d3� 00 $ 32��-�� 1 • 1 $ Q�QZ_60 TON Cast Iron Fittings � $,,3 �` �D� $ G�OC) . 0 0 P:120119"19%l061ADMlSPECISubbasin A9J/06-PRl.doc $1-% Revised 7/22/99 "w �. 1 � � � I � I � � 1 � I 1 � � I 1 � II Pay Spec Item Item 32. 33. 34. Approximate QuanNty 1084 LF 15 LF 6 SY �6 Y� �k Main 390 (Group 6, Contract 1), Part 17, Unit 1 , �M DescripNon o!'Bi�l Item T'nces � Unit ' Written in Words �p Price Permanent Pavement Repair per �'igure 2 $�O,Od � �, � n�i,� & � Cents pec LF Replace Concrete Curb and Gu�er �$ ��00 � �� " - �� & � �! � . Cents per LF �� 'i0 Concrete Sidewalk Repair $ , 0 b Ik , S� �� • l Dollars & �� Cents per SY �I iJNIT 1��OTA.L BID $,3S j, ��3, DC, Transfer Total to Page B-Summary J � �� k �p kp I�r �u , � �t P:110219719i1061ADe1?ISPECISu6basin 1197106-PRl.doc Revised 7/22l99 �� 6C B1-7A �¢ ToGal � Price $3z,s� a� $ � -C1� $ �"�o.c� ,, � � � � � � � � � 1 � � � � � � � � , CITY A.PPROVED PRODUCT AND APPROVE� METHOD FOR *� ** . *CONTRACTOR SHALL SELECT TYPE OF PIPE TO BE USED AND P�20VIDE GENERIC/TRADE NAME: STANDARD SPEC NO. SIZE � E1-31 4" thru 30" � . � �E1-25 4" thru 15" � E 1-27 4" thru 15" , E1-28 18" thru 27" , E100-2 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. � *�CONTRACTOR SHALL SELECT PIPE ENLARGEMENT MET OD TO BE USED AND PROVIDE NAME OF SUBCONTRACTOR FOR INSTALLATION: 9 ✓ PIM Method �,�� - �M � • ' Name of Subcontractor if �.pplicable T.RS. System „ Name of Subcontractor if Applicable �, McConnell Method Expanded System �� Name of Subcontractor if Applicable �E Name of Subcontractor i�Applicable Note: Only tee service connection will be allowed � ;. . Failure to provide the information required above may result in rejection of bid as non-responsive. �k Only products or methods listed above will be allowed for us�� in this project. Any substitution may result in rejection of bid as non-responsive. IIF!'ff'ORTfi1PROJECTS�1011971971061ADhl1SPEC1SubbasinA97106-PRl.doc B1-g � ,, �. 5 � � � �� PART B - PROPOSAL (Continued) Within ten (10) days after notification by the City, the undersi�ned will execute the formal contract and will deliver an approved Survey Bond and such other bonds as r quired by the Contract Documents, for the faithful performance of the Contract. The attached bid securi� in the amount of 5% is to become the property of the City of Fort Worth, Texas, in the event the contr�, ct and bond or bonds are not executed and delivered within the time above set forth, as liquidated damage� for the delay and additional work caused thereby. � q,k � The undersigned bidder certified that he has been furnishec�� at least one set of the General Contract Documents and General Specifications for Water Department�Project dated January 1, 1978, and that he has read and thoroughly understands all the requirements and �� nditions of those General Documents and Qthe specific Contract Documents and appurtenant plans. � �� The undersigned assures that its employees and applicants�k for employment and those of any labor organization, subcontractors, or employment agency in either �rnishing or referring employee applicants to the undersigned are not discriminated against as prohibite by terms of City Ordinance No. 7278 as amended by City Ordinance No. 7400. � The Bidder agrees to begin construction within .� 0 calend�r days after issue of the work order, and to � complete construction within 60 calendar days as set forth in ihe written work order to be furnished by the Owner. � � � � � � 1 � � � (Complete A or B below, as applicable): [] A. � The principal place of business of our company is in �e State of �� Nonresident bidders in the State of our principal place of business, are required to be percent lower than resident bidders by state �aw. A copy of the statute is attached. Nonresident bidders in the State of "�, our principal place of business, are not required to underbid resident bidders. ,� ,� B. The principal place of business of our company or o�r parent company or majority owner is in the State of Texas. � 11hTWORTfMROJECTS1102197197l06UDMLSPECISubbatin 1197/06-PRl.doc B 1-9 � � � � � � � � i � � � � � � i 1 1 � Receipt is acknowledged of the following addenda: Addendum No. 1 V / `�^S Addendum No. 2 Addendum No. 3 m � (Seal) If Bidder Corporation � r, Respectfully submitted, U��-r�'� �"�' �� l•�" ri5+� r�c.a�� MF By� �,� __ C�C/Ci(/ � Title: _ �h-i% "p Addr � ? � z� C�. `t u.,� 0 ess. , CEebc�,v r�e,� �c�o3-I ` � , 8��-�s8-��c� . IIFTWORTf/IPROJECTSI201197197/061ADMLSPECLSubbasin1197106-PRl.doc BI-1� �� Ci,E$UANE UTILRY C4NST. CO. INC� a 1429 CR 428 CLEB.. TX 7'6031 817 558 1 590 FAX 817 558�6703 �' DlMNVBE CERTIFlED �� #WFSD9829YD300 �_.:• • � ,, YG �M � {� , � �. �t Ir . •_ _ . • „ , ; ' " � .,,, , ,� , .J�IJt .0� .T24"lC1� Yil.aiTU ��f�?tl�i� r�� xt'..�� sAr ��c�� rr�3 xn� o�uar �,:a rr8 f�3t�lT#33� �8�'�1tv��6 flt1f:0YESE�C�2�VY�F ,� � � , � � i � � �- � � � � � � � � � � ' , ` . ,� �^�',a.�r�� , �' �� ,�� . , _ , 1! . . , . �� ar,F;��-� N tMains�e;390 Drainage Area.Sanitary Sew r System ' . �. - d� ��,,��;°�' �� Rehabititation and Improveme �s • , '. � � , , � r.? � "��F ��za� ��a`�� '(Group 6,� Contract 1) Part 17, l� � it 5 , ,� � x � �.,�;� �� '�` .�� ` � � � M D E�T 0 F '; - ti�� ,°1�,,� fk,�4" P��ti,Sk�"''�ii�r�.�`°°�.r� y� , V� of Fort Worth �1N (� ,f �` �j/G ��Y t '.. ' ..+" � ti'�:tc ✓A,. . r , � � M I f�i.�� T, = � Minority;and Women usiness Enterpris� �ec� �ca ions . � . ,, ��. . a=' � w { ��.l�r��'��~ ; , � �' �9 fll�G 12 P�1 2 57 , ;~:, _ : � � - �� c �,: t � ,;; ' _: � � ` ,�;�� , SPECIAL 1NSTRUCTIONS FOR �1DDERS, � � , ��` � t • • . F'' S;� `,',i • v ��' - r•� ',�� : . � • �k �. � ' �� . - .,, ' � , ,a � � ' �. .. APPLICATiON �OF POUCY �° , , `' ' "• Y bi+•; + , ly � , ja y . 1� If the�totat doliar value of the contract is $25,000 or, more; •the�MlWBE oal isyapplicable !f the total dollar �� ,;�� .� , �:,, . ,. . . . . ,t � '�� r �� value �of ttie �contract is less than �25,000, the MlWBE goal Is not appitca � le. . � � � ;,C:.. ,v � �::. , .. . . sA ::�..,,. :. ' . . , �# & POLICY STATEMENT �� : � It is the policy of the Ciry of �ort Worth to ensure the full and�equitable pa�icipation by Minority/Women Business�a�• , Enterprises (M/WBE) in the procurement of all goods and services to the Cit on a contractual basis. The objective:'p".,� ' of the Policy is to increase the use of M/WBE firms to a level comparable to�he availabiliry of MM/BEs that provide°. goods and services directly or indirectly to the City. �i . ,`. �� ., , ,Y� .'�'�� a, M/WBE PROJECT GOALS �• . The City's MBEMlBE goal on this project is 15 °/a of the base bid value of th�lcontract. ' ,�;��x �� • F. ,: : �.. COMPLIANCE TO BID SPECIFICATtONS, i • � '„i '.�r:.� � � On City contracts of $25,000 or more, bidders are required to comply with tH�e intent of the City's M/WBE Ordinance .�,, by either of the following: �M r°` .�;{,:� #. II ' � ', .`,' ' iu,. � ., , 1. Meet or exceed the above stated M/WSE goal, or; - � •��`'+.,�_Y�� 2. Good Faith Effort documentation, or, � �k ;.• ��` 3. Waiver documentation. �I ; �.- �� ,� �-,�.�-,. . �d , �s�'�ra , SUBMITTAL OF REQUIRED DOCUMENTATION • �� r .,:' . The applicable documents must be received by the Managing Departmen� within the following times allocated,,;in � order for the entire bid to be considered responsive to the specifications. �� r,• �� .'ti� � . 1. MNVBE Utilization Form: received by 5:00 p.m., five ��5) City,business days after the ",:, bid opening date, exclusiv� of the bid opening date. ° :�:,�'. . �� • '<" �� 2. Prime Contractor Waiver Form; 3. Good Faith Effort �orm: received by 5:00 p.m., five��5) C1ty business days after the� bid opening date, exclusiV�g of the bid opening date.�... " . �� , , .`i' ,, received by 5:00 p.m., fve��(5) City business days after the bid opening date, exclusir�� of the bid opening date. �,R, �� ' , !� J's , . ,.+ � IFAILURE TO COMPLY WITH THE CITY'S NUWB� ORDINANCE, WILL F�`�SULT IN TN� BID BEING k CONSIDERED NON-RESPONSIVE TO SPEf�IFICA710NS. ��+' fIl Any questions, please contact the M/V1fBE O�ce�Mat (817) 871-6104. �k IE �� . 1M � � ; Xti��, .t.j % . �� ' s r,`+c'f Cr • Main 390 Drainage Area Sanitary Setiver��Sqstem � . - � : ${ ` � � �'�� - 1 .. � n�� :, . Rehabilitation and Improvements, , . � F •h��::,�� (Group 6, Contract 1), Part 17, Uni�� 5 • �' '"�` `�'�T ,� �� , ATTACHMENT� 1A. d� " Page 1 oi 2� ci � of Fort Worth � � • � Minority and Women �usiness Enterpris� Specifications � ` � 1N MBE/WBE UTILIZATION�N � � �. ` . . � C��bu�s�e u.-�il� �bn�r� InG, � �3 �!-� � � . ,IME COMPANY NAME � BID DATE �� iia 390 Sewer Rehab. lma. �Group 6, Contract 11, Part 17 , Unit b PS46-07�46041Q280 � . ,OJECT NAME PROJECT �IUMBER • ' � !TY'S bUWBE PROJECT GOAL: 15 % � � AI/NBE P�RCENTAGE ACHIEVED: � 1 . • �ilu�e to cotripiete thls form, in lts entirety with supporting docu'mentation;�A ,nd received by the, Managing Department' ..: . , . ., , ., . i or before 5:OO:p rri. fveL(5) C�ty business days�after bid �opemng, exclus��: of bid opening date� wdl resuit in the bid�; ing�considered non=responsive to bid specifications. , . ... � ' . , . . �.;.' :'��: , � r.:�. . ...f;`�; � , .. , . ., �_'�`� t�'� a .. he'undersigned bidder��agrees to enter �into a formal agreement with the;M E and/or WBE Frms fo�, work�listed in this hedule, conditioned upon execution 'of a cont�act with the .City of Fo, Worth. , The � intention"a! aiidlor knowing isrepresentation of facts' is grounds for consideration of disqualification �and will resutt in the bid being conside'red on-responsive to�specifications. � � �� . ` : � � !� . � � ,. � - � � " ' " ' ' ' : , II . . Company Name, Contact Name,� ; Certified Specify All Contracting Spec�'Y All Items to Specify DollarAmount::; Address, and Telephone No. ' � ' . . � Scope of Work (") . � be°'supplied(") Tjer("") ; , ; ;' � °:"' . ..� , . N . • • • 'll'' _.. . , :.w'�. . . . .. , . :l�i • � . C • , ' T ,�. � ' � R ' ' C � A C'_.•� . \.S - � C�SSE�. aoo n�, �� e�r�Qu� Z -G� -�$2 � I b�.l'i'�i�Xa.V Vn �� _ ---_ ------ I � r�• � � ►� ' � � � � �I TXDOT � ' ' �H'"�' . � �i DIv.) . . . . . . . .. , . �I i.Xe I l�t*� �M �\\..•l �� 1 -- -r�! � ines . �M v a�� So�.nd �� C�r�xe�e, s� �p �p �1 9� ,� I� �i� 1`�' , . � , :��w ... . _ ;�F + , , ,a . , �• '. j � .?:� � . • . �y`.��ii �, 4 . 5 Z nF; � �/�$9�/�'•-7� �3 � �-�-., . ��:�:;� � , .. ' ny,Y1�''�lY�� .; ,�� l�,q�toc��p�� .��ai'+3' s , ". . r �a" � _� � + .,��".. y - � . � ��}�., <�,�, � ., � , ';' .'wR: � d � - - +� � � �p � .�- �oo �b ;� �� x °� c1n . -t o ;� , � . ' �-�'� ' ,,�� :; � t 1�-� �-�335� , , �`x� , -- � � 1M . .. .��,�� , � _. . � �I . ik. '-t� i`i1' �'�Y,�,?3ix'at'�.,' �'a � M/WBEs must be located ln the 9(nine) county marketplace or currendy doing businessM�n the marketplace at the tlme of bid. ., ,° ��.,:«• ��:�^ra�'��'�, ' t� . .',�: �", :�,,. �' Specify all areas in which MWBE's are to be utilized and/or items to be supplied: � ,'v t>�tt"' 'y��;��, " `� A complete IisGng of liems to be supplied ls required in order to receive credit toward th�� MIWBE goal. � ��., °�* ��':��'� J'� � i!'�. s . '.Ya. ��'°�AX �� . . 'i* q ��) Identify each Tler tevel. Tier: Means che level of subcontracting belo the prime contractodconsultan� i.e�r.J direct �yr�1e(1� ''j �F from the prime contractor to a subcontractor��s considered 1" tier, a payment by a"�ubcontr`actor to �a{ .�� fts suppller ts considered 2"° tier. '��.• �� - . THIS FORM MUST BE RECEIVED BY 7HE MANAGING DEPARTMENT BY 5:00 �i!m., FIVE (5) CITY BUSINESS DAYS AFTER BID •,"; , OPENING, EXCLUSIVE OF THE BID OPET��NG DATE ,' '', �';• ` � �Rev. 6!?J98 Pages 1 and 2 of Attachment 1A must be received by �he Managing Department �M �� Main 390 Drainage Area Sanitary Sew� System Rehabilitation and Improvemen�s (Group 6, Contract 1), Part 17, U�`it 5 ,�' i c��y of Fo�twortn Minority and Women Business Enterpri e Specifications MBENVBE UTILIZATIO� . � � � � , Company�Name� Contact Name, ;; Address, and Telephone No. � � � . ., ,. . - ,, .> . . � , •. . � , . , : . ,�:, . � ' � • � • ; ', ':, j` , �;. • � :.:: • . 1 � . a�:a. - T'y,. �v�ronmer�}A,1 . MN�wrk � 3l0�1 .� �1c�2�4`l � - �b�.�� c��o Certified , �.Specify All Contracting : �, . ,. � � �, .. .. .. Scope of Work.,(+� " ,N. � , ; CD • .•. , � ' '•` T 0 . . ' R T ,�.0 �H�, . . J . :,A � �Div.). . . . ,.,.� . . „ . h�d�roµu�h Se cd�.in� �� c� �e.t,t i �' �b`� 241e `p j�^ Z Z ,� I • I f�� YT�a�4� �dv� �r�Y l� �/� l� C`�oY�. ��dl��c�n � ��il�oc�5, $1n-��1-r- �(xl Joe �a�,e.D�. � r oc.� �As �hQ.�4- �v in� °Sp�cify "All Itenis to � e Supplied(") �, �� . ' � � ,� . ,. . � � ; �� ' ' � ,, .� '��, � .. . �� . �l ,� i, y . �p �� M �� N �� ,, - ATTACHMENT 1A . � Page 2 of 2 ' • ' ; �': Y : : . � - `�a . -, . « . , , ':E � � � � � �� ' . � �. Specify ,.;.' Dolla� Amount �� ; Tier(") ''` � . ' ''� ti _, , � Y1 ^ � . " ' ''a. � . � � � ' � , . � ^ +M�� Ik -,� �1�.,.. �� . ��. i.� �..t 1,�"� � r� .� � ., "�� k�",- ,y3 �� .. , � l�' 1 �Z'3 �� -�Q�f�' • � �4 ' � � .��. i'F� v `yY��` ��,�p�.�,��.•��.� ,.'`• t • � �;r �; 4s 1 .' ,, � �;'�r�� , , a�...�ry;;A� � , . . �, �'.::�;�: The bidder further agrees to provide, directly to the City upon request, c�mplete and accurate information'�regard�ng �°'•tual work pert'ormed by all subcontractors, including MBE{s) and/or W�E(s) arrangements submitted with this"bld,; e bidder also agrees to allow an audit and/or examination of any books, ecords and files held by iheir company�,that ill substantiate the actual work performed by the MBE(s) andbr WBE(s on this contract, by an authorized office�or . ployee of the City. Any intentional andlor knowing misrepresentation��Of facts will be grounds for terminating�the ntract or debarment from City work for a period of not less than three (3 years and for initiating action under Federal, ate or Local laws conceming false statements. Any failure to compl� with this ordinance and creates a'material` each of contract may result in a determination of an irresponsible offer,or and barred from participating in Cityrwor t, : r a period of time not less than one (1) year. �� :,�,:�y�� i'`ti°� . a�-_, q ALL MBEs and WBEs MUST BE CERTIFIED BY THE CITY �EFORE CONTRACT AWARD ''��' �°�'}T�+�a '; f� .� .;;�.s�; �i/.,� �� Iltv 5�.� � . � , , .,�.�:�.�..�,� x `� y,�# t thoci�ed Signature Printed Signa��ure � � �� ';:i��.� _��" `1�� IV/ L� rs .r�,5'•1'�;,;;,�.,��}i ie Contact Nam and Title (if different) . ",,` ,, � �C�1ebu�rneV�:�=t��kt G�-,I►�c�� -5�- (s�i� -� .,,. f,; ,� � ,; Company Name Telephone N "�mber (s) � � �,°; � , � �� 2G c�-�421� � �� - �s� � ��c�3 �. : � . .tw��x*�� +.,;. - dress Fax Number � � ��'f� � �' ��e,�v.�rr�e �`��.'��0�� - � -qq .� .� ,.p�.+,.�,�,:,;4 . �ty/State2ip Code . Date �� . . THIS FORM MUST BE RECEIVED B HE MANAGING DEPAR7MENT BY 5:00 Y T m., FIVE (5) CITY BUSINESS DAYS AFTER BID OPENING, EXCLUSIVE OF THE BID OPE�ING DATE .� � Rev: 6/2198 Pages 1 and 2 of Attachment 1A must be received by��he Managing Department " , � L�! 1R 71 k !� 9M Qt �k ,� r 04' a2�� !�k�.t ,e �k {p� �G �> nM ik rp 1M a4 i� ^k �h +F � .� !k �� ► !C � ,k � �U ��{'�'� AM � � 1�� ,� �� ,, ,R � .► .F � � � � ♦� lJ � ��' � � � l� ■—� ■—� � �' ■"J � �� '�M �� -L1� � Z22� �t au�� „�,` .�. ►� ►�ii � �� Q � . �Q Mains 390 Drainage Area Sanitary S�wer System Rehab9litation and Improver�ents (Group 6, Contract 'I ), Part 17�� Unit 5 � ATTACHMENT1B Page 1 of 1 c�ty of Fort wortn , . Minority and Women Business Enterpi�ise Specifications �i � Prime Contractor Waiver � . Main 390 �ewet Rehabilitation Cl,�lou.�rne IJ�.��li-�� C'.on�-► �11G• lmp. (Groi�p 6, Contract 11, Part 17. Unit a� Prime Company Name Project N�me � •�—aq pS46-070°�60410280 Bid Opening Date Project N mber If both answers to this form are YES, d o compiete ATTAC MENT 9 C(Good Faith Effort Form). All questions on this form must be completed and a detailed e planation provided, if applicable. If the answer to either question is NO, then you mus compiete 1�TTACHMENT 'I C. This form is only applicable if oth answers are yes. ,� . . . _ . _ .. _ .._.... _ . . _ . ... _ _ ... _ . . ..._ .. _ .... . .. . . .. . ...:_.....�. .,, v.:, _.e...r,.�,.,_-.tC,m-.. c..r...n..._�.•_ n - w: ��-. s ro. - v..�. _ _ .,+�•J..f..a- ...Y�'��.i� stvt.ei�. r �:s:.,��,.yl �f . .. �::N_Ytm. • .,.. ., �,, ':i;i:'° �t �+�a'� .�,��"r...or�hv'/16'�x� ai5. '�. a•rR}^�.'n'rt�' c a�a�.;trTrV�;�Ata2x�ti'n�n.�bt�.•�i4�"�lFtdi`w� •+�: S..iiia'atv'3-';"'F,y.-'T:.1"4 r � °Y� t :1 will..resuit�in fhe tiid�'being cor�sic�ered;na}n tiresponsive,,to�;bic��specifications.��.��'��r�rT;,�'`,��;,,�FhTi��:��'� ,��. .._ _. . .. . . . .. . �.. .. .. . . .. . ... tir Wili you perform this entire contract without subcontra �iors? Yes �No _�� , `,; If yes, please provide a detailed explanation that prove� based on the siz and scope of, ;,,r this project, this is your normal business practice and�provide an operational profile of,;, ••: your business. . , � . , . '°'� •• � � �� 'x:, Wili you perform this entire con#ract without suppliers? • Yes No ':�'�=�`�"' � :..� .� if yes, please provide a detaited expianation that prove �based on the siz and scope of... .Vs`:�Nq:� ,,,,w�aa,, � this project, this is your normaf business practice�and �-ovide an inventory profile of • �,F;� , �� your business. . 1! . ; � ;wµ "E�,;� , a�° ° � The bidder iurther agrees to provide, directly to the City u�on request, complete and accurate,��''�� information regarding actual work performed by all subc�ntractors,, including� MBE(s) and/or.;�,:�, .� WBE(s) on this contract, the payment therefore and any pro osed changes to the original MBE(s);,� � andior WBE (s) arrangements submitted with this bid. The�i�idder aiso agrees to ailow an.audit �, and/or 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 �his contract, by an authorized officer„�� or employee of the City. Any intentional and/or knowing misr presentation of facts wi11 be grounds'� �� for terminating the contract or debarment from City work f�r a period of' not less than three' (3)s�",; ,: years and for initiating action under Federal, State or Local I'�Ns concerning false statements; �Any;�'�,: fallure to comply with this ordinance and creates a materi�l breach of contract may resuit,�in.=a'�a� � determination of an irresponsible offeror and barred from pa�ticipating in City work for a period of�� "�� time not less than one (1) year. , �";�Y�' y �: 11 ' �5 �,.�.yk4�'y'.�A...- (��s� // /�e%/�'/ /�� Au�iorized Signature ��+n�r � Pre� � . Title �%E�OU.,YYI � �A.�'1 � 1 �l� COY1`5�, �1� • Company Name 11�q et2,�2�.0 Address C\��u.rne ,T�,'ll:p ��I .. . .. - . - �►'�1�. ��t,l) Printe � ignature I V �/� � Contac Name (if different) �l�i�-5s�3-L5�0 Contac�� Telephone Number (s) �,1� — �5 `�- l�� b3 Fax Nw�nber 8 j� �--qG o� .. , `�.+i s ,. . , 5 •�~ x�. :.a '.�•{t� Fr�+� '�- . �;.;"`" ��,��'� . .y. �.�r, �� . •.y , � �' ��', � .� � �� , , � ��2 r�� y'. `kr��",'lT.�'��'L,��,�� .s , , .;.a � `� } r , 'r� . , � � . =� .; � Rev. 6/2/98 � , ;, � � � � � � � � � � � . �� Main 390 Drainage Area Sanitary S��inrer System Rehabilitation and Improve ents (Group 6, Contract 1), Part 1�Unit 5 ,t �� . . City of Fort Worth �N Minority and Women Busine�s Enterprise GOOD FAITH EFF��T � [� .; J. ' ' • ,r , AI�TACHMENT iC•,,;� , . y ,,�r • Page 1 of 3;=; . . '�.� ,, . .� � ��. � . �. �' ;�. ., ' . . . .r�� Prime Company Name i+ Bid Date :. �� Main 390 Sewer Rehabilitation lmprovements � �k •. µ;.{;� (Grouo F. C;ontract 11. Part 17; l.)nit 5 PS46-07Q4FiQ41fl?�Q �� •�°,'• t, �� Pro ect Number ' " '��`�' Project Name 1 • . ; , . , �,. .. . . . ' , . .� ,... ..... ... .., . _ , . . . ..., . . . ...�� ... ' �'� �if you, have iailed to secure MlWBE.participat�on :and.,you., have sub ontracting andJor supplier oppor�umties or; l�f your M/WBE �paiticipation ts less than the City's project goai,,you ��complete this form .,�' ':;; ; ,. �" :; `� !,,` , � , ;, � ��,:� . JI •� ;:�r li the bidder's method of compliance with the Mi1NBE g�al is based upon demonstration' of$ � "good faith effort", the bidder wilf have the burden of correctiy and accurately preparing '�nd' submitting the documentation required by the City. Com�liance with each item, 1 thru 6 below� shall satisfy the Good Faith Effort requirement absei�t proof of fraud, intentionat�,.andlor� z�, ; � knowing misrepresentation the facts or intentional discri�ination by the bidder. � '° .k t��y, �� . . � : ��, ,,; Failure to , � , �� complete.,.;this ;'iorm, .� in its:<entirety � wlth, support�Frg �' documentation, ;,and receiveda by�the Managing�Depaitment on or before 5 QO'p m five (5),,City busine�5s',days;after.bid, opening, ezciusivetof;bid opening�date; wili �resuit in the•bii� bein`g� corisidered non-respo�isive to t�id �specifications ��::� ..,. :�;:��`� . . . �� ,, . . � � :, . T � ��:fi: i, 1.) Please list each and every subcontracting and1or suppfier ��portunity tDU NOT LIST NAMES OF ,,;<,�R� � IR S which will be used in the completion of this project��regardless of whether it is to be provided . by a M/WBE or non- M/WBE. . � r�� "' 1! �i�"� . � , �' �:. . (Use additional sheets, if n�acessary) ' ' .�;�* �: • �� ;:,:.� 0 5,�� List of: Subcontractina Onoortunities Li�t of: Supnlier Oaaortunities',�.`:,`�� ' lM , , � . ' �',� :� °;:a; " fi �� ' ~ �... � �'' ��,q ,IM � 4. y ;' ... �� t« , , s«i,Ga{:��}�1, +M � , � ��a , r '��-z- :a °,�,�� ,r. , . � �a :.,. .T � 0� 'r ,Ap.;A�J+ •� �'f .. �:� . ,,:a. • i� , . ' ' . �.1 �p �� I �n F � W: � Rov R/7fQA � ,, ,, � � � � � � � � � � � � �� Main 390 Drainage Area Sanitary��Sewer System Rehabititation and Impro ements � . . (Group 6, Contract 1), Part�7, Unit 5 0 � 0 ATTACHMENT 1C � �� . Page 2 of 3 ' 2.) Did you obtain a current list of MlWBE firms from the City'�NM/WBE Office? 7he list is considered in compliance, if it is not more than 3 months old from the date of bid opening. ' ;'� l� � ' Yes No Date of Listing ! i �r • . 3.} Did you solicit bids from M/WBE firms, within the subcont�acting and/or supplier areas previously . listed, at least ten calendar days prior to bid opening by m�il, exclusive of the day the bids are , • opened? ' , . , ,' Yes -• Ifi yes, attach M/WBE maii listing to inciUfde name of firm and address and a da e�` * No copy of letter mailed. � � �' :; � . . � ., 4.) Did you solicit bids from M/WBE firms, within the subcont��cting andlor supplier areas previously' :,'; ��;r � listed, at least ten calendar days prior to bld opening by telephone, exclusive of the day the bids are ;:u:�, �y opened? , �� , � � � . ' � �� Y :3., `"X .`1 Yes If yes, attach list to include name of M BE firm, e,p rson contacted, , � `��°��` No ohone number and � and � of co�tact. , , • . � �P �#"" � _ ., r '^'i "'i; i�4� �� .. .. . . . .. .�y,++i � �` �S, NOTE:. A facsimite.rrmay be'used to compty with eith�r 3 or-4;��ut:may_not be�used for both.;_,if,a facsimile ; is used, �aftach the.�fax confirmat�on, 'which `�is to �provide M/WBE name,� date, time, fax�:number and� � docuinentation faxed. �� '. .5...'. , , �� . .- li . . - . - - ` . - - . . ��, �`A "� � � � . i �� t ;s �� = x. ��;,��+.� . ,. � � a . ' �� ' V•',"•�"��'� NOTE: .If a S1C list of M/WBE.is ten or less; the bidde'r must c�ntact the entire �ist to.be in,compliance,ywith . ,. . ..:. questions' 3 and 4. if a sic list of MNVBE..is more, than ten, t e bidder must contact at least two�thirds�`o�� the list but not less�tlian ten�to.be in`compiiance with questio,�s� 3 anii 4.�� ,.'�� ;�,}, _ r,':��'�`'�.��'�,� � , x ,. ,�� 5.) Did you provide plans and specifications to potential M/W�Es or information regarding the locatjion o4 � plans and specifications in order to assist the M/WBEs? r�. � f�k�`��.�' 3 Yes � , , j;a ,��'��x �� ' ; a�?�+ ;� No • ' . , `': ;y�� 6. tf MIWBE bids were received and rejected, you must: �� . � ,{ �F =�� } � � wp�+ � `; �'• ,:, (1) List the M/WBE fi�ms and the reason(s) for rejectiQn (i.e., quotation not commercially ;�. ��,,� ,, l �� '� � �: � reasonable� qualifications, etc.) and , , �! . � - , ,, 3�� , (2) Attach affidavit and/or documentation to support ��he reason(s) listed below (i.e.."letters;. ��,; 5�,;�;,, memos, bids, telephone calls, meetings, etc.) ° �f:; ,�;°; (Please use addiUona! sheets, !f necessary, and attach.) • � -� � ' : Company Name . Telephone � Contact Person �cope of Work Reason for:, �"' � � Re�ection . � .� �� '�� , • ,, 'ti, , ��,` �.. , �_�� ,i:�,t`,; ie�. .�� W� W.�: ;��;,,�.^�� !1 ,,� �, •r y ;��M. f�� e . . i ' jyd ' Y �'^ .. ATTACHMENT 1 C, ;,��:� .� li , . . . C7nv �'./'1lOA � ��, ,� � � � ,� � 1 � � , � � � • � � ; � 't�, � Main 390 Drainage Area Sanita�ry Sewer System •°.� � Rehabilitation and Impr vements , - -' W' (Group 6, Contract 1), Pa 17, Unit 5 � �� , . Page 3 of 3 ADDITIONAL INFORMATION: ' . ' ' Piease provide additional information you �fee1 will further exp�ain your good and honest efforts to obtain M/WBE participation on this project. �� , ' ji �� • � , � �. . �� ` • . E The bidder further agrees to provide, directly to �he City upon request, complete and accurate information regarding actua� work perf �med on this contract, the. payment•, thereof and any proposed changes to the original �rrangements submitted with this bid:'; The bidder also agrees to allow an audit and/or e•�mination of any books, records and'`� files held by their company that will substantiat� the actual work performed:.on;'this� contract, by an authorized officer or employee of tt�e City. ,�;" �`" '`"�� .,. f y .�`= � �: r " ' i; �F . ;;��1.�`�,�r,�w+�.�r . :. ' `'t � g,�,., ; ; �� ;, i�twwe:� p � Y A�y intentional and/or knowing misrepresenta on of facts will be , rour�ds �for� � g . . �� :, terminating the contract or.debarment from City w rk for a period of not less than',three � . 4,.:r ..., .�,�,. (3) years and for initiating action under Federai, tate or Local laws concerning,� false ., ��; � �� statements. Any failure to compty �with this ordin ' ce and creates a�materialRtireach�`� contract may result in a determination of an ir��sponsible offeror and ;bar'red� fr.o�n artici atin in Cit work for a eriod of time not l�s than one 1 ear. '�-- f�� `°'��' p P J Y p �) Y w;�,�� , ♦ y k 1gy! � • .. _ �nll�S�i" . i . ,. 4 . • �1� SW;�'S-�`��`'�;f�u �S." � ��, The undersigned certifies that the information �provided and.P.the��;tM/WBE{ wasiwere contacted in good faith. It is unde��tood that any�. M/WBE�� r•t%�'•+'�" Y Attachment 1 C will be contacted and the reasons or not using them,�w�i� be the City's M/VUBE Office. � � _ , . ":��,4�� "� h; ' Authorized Signature Title � ' Company Name � � � Address � City/State/Zip � : � , -,.� �� I„',. '°^.' � �?rinted Signature��.4�f' �� 'E,r ��✓µ `;�� . p. , ^ M �ontact Name and Titie'(if�diffefe t' m, . '" �r ra,� x � � � � � ' � �' �,��$rt.'�',.�J �r:r. �elephone Number(s), ��"� �� • ' � ` ',��., �E �,�.a��, + � , � r I� rPsq~ �� ax Number ' `, ��:;; . `�'�:� �ate � ��. � � } � � F�JX�, y.yl�, F �� Rev.6/2/9A °' � � � Q 0 a a a 0 n 0 � o. a � a a 0 � a � � �R �t . r +! {r { iw _�Y�p osal aY� �' � . �t. �r �� . � .� ,� .�. .{ � � � � , , � ' � � ' 1 � � 1 � � ' � � 1 1 � � � a� PART B- PROPOSAL - Uni� 5 . TO: BOB TERRELL F'O (Bidder's N e CITY MANAGER �}( � �,�yt,p-�-� �b � FORT WORTH, TEXAS (Address) For: Main M-390 Drainage Area Sanitary Sewer System Rehabilitation and Improvements (Group 6, Contrac� 1), Part 17 Sewer Project No. PS46-070460410280, DOE No. ?597 �� Pursuant to the foregoing "Notice to Bidders," the ndersigned has thoroughly examined the plans, specifications, and the site, understands the �ount of work to be done and hereby � proposes to do all the work and furnish all labor, e�u��ipment, and materials necessary to fully complete the work as provided in the Plans and Speei�ications, and subject to the inspection and approval of the Director, Department of Engineering �� the City of Fort Worth. Upon acceptance of this proposal, the bidder is �ound 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 fo� the following sums to-wit: Main 390 (Group 6, Contract 1�, Part 17, Unit 5 � Pay S`pec Approximate Description of Bid Item Pric I�nit Total Item Item Quantity. Written in Nords �N Price Price 1• 5 LF* 6-inch PVC Sewer by Open Cut� All $��0(� $ ZQ6.0� Depths 2. i C /( �o»ars & � `�`-' Cenu per LF 3403 LF* 8-inch PVC Sewer by Open Cut; All ��$ .0 0 Depths " s .��J�7/� �U 0 m�t� & Ctncs �er LF * Contractor must complete City Approved Product Form on Page BS-7. � IIF7'WOR7NPROlEC7S�0?19T�97J06�.lD.11lSPBC1,Subbasinl197106-PRS.doc BS-1 $1�9, 3�� 6Q � I � � � 1 I � � � � � � I 1 � I I ' � IVlain 390 (Group 6, Contract 1),�IPart 17, Unit 5 . � _ �, _. _. Pay Spec Approximate Description of Bid Item Prices "` Unit Item Item Quantity Written in �Vords �r Price 1� 3. 140 LF 8-inch D.I.P. Sewer by Open Cut• All $�� 4d � 5 � 0 7. 11 � 11 11 � �M Depths � �� a � � Dou� & a / `�'�/ Cenu pei� LF EA Construct Standard 4' Diameter Sanitary $�Z,�.bb Sewer Manhole; 0-6' �� -�� R �� Dollars & � � Cents per EA �k EA Remove Existing Sanitary Sewe,� Manhole $�d �00 �� , �ouars & v — � Cencs per EA .,� EA Watertight Manhole Insert , ,.�' ��•00 � l`a.!/Vuc— � Do�llars & In ,� d� Y w Cents per EA t EA Concrete Collar per Figure 121 S v.� °�� , �»�& {� W Cents per EA I�F7SYORTfi1PROJEC7S�0'197197l06UD.lnSPECSubbarin/197/06-PRS.doc BS-2 i 0 Total Price $ ,��p.0� $ � 3,75a�� $ �JW �0� $ I f 00� 00 � - � ♦ •• � � � � � � l�J ,•I � � C � L r�� l!' LJ l�1 � �k w. � r ,,,.Y. �� Main 390 (Group 6, Contract 1), P�rt 17, Unit 5 •, Pay Spec Approximate Uescrlphon oi Id ltem Yr�ces a� Unit Total Item Item Quantity _ Written ia Words �� Price Price . 8. 11 EA Vacuum Test Manhole ,�� $� ZS� 6 b $��5�� l�� . �� G�� M � � ` �� . Douars & • 1E . Cents per F.�A . " �I 9. 5 VF Extra Depth for Standard 4' Sanit ��r�y Sewer �$�� - 60 $�0 �� Manhole Exceeding 6' � �� _. - . . , �p !� � � . � . �� . � Dollar� & ' ' • �� Yw Cents per kVF 9E 10. 71 EA 4-inch Sanitary Sewer Service T�� for open $ 2J��b $!�i �� `� cut PVC � �M -- � �� . �� - �� . boll�ars & . � ',� ,\ �k . 1/ W Cents p�r EA ' �k 11. 968 LF* 4-inch PVC Sanitary Sewer Seryices $,30:06 $ 2�%,Q4�•� � �h . s ' �E �o°t�� & � . �; Cents �er LF tl� � * Contractor must complete City Approved Product Form on P�ge BS-7. ; . �� '� � . , . �. 7E � �k P:120119�-19i1061ADA�lLSPECISubbasin119i106-PRS.doc BS-3 j� Revised 7/22/99 a � M � � � I � � � M � � I I M � � � ' I Pay $pec • Item Item 12 13. 14. 15. 16. �� , . . . �� Main 390 (Group 6, Contract 1�� Part 17, Unit 5 •. �� Approximate llescnphon o'13id Item Y� ce Un1t Total Quantity Written in Words �N Price Price 50 LF 4-inch D.I.P. Sanitary Sewer Se�rices $ 3�• 0 0 $ �c�0� � 6a �i]�7 3538 '�►u�v ., YW 3697 _ , � � , �� !M & � Cents p�r LF . �� TON Cast Iron Fittings . $ 3.�b � �6 $ �7 ✓�`� d� � `�� - � �� . nou� & �. Ll.� �� . ' . Cents per TON i� LF Post-construction Television Inspection $ 2�d a $`�0'%�D, ba �z � LF Trench Safety 1308 LF �� Cents�per LF �� 6 (��l/ V �u� & Cen� per LF Permanent Asphalt Pavement��epair per Figure 4 ' �� _ � ,(h� nou� & � �� Cen�ts per LF � �k ' P:120119%19"l061ADNIISPECISubbasin119%l06-PRi.doc BS-4 . �� Revised 7/22/99 $ 2� s� $ 3�. o d $�2,sa �4�-, 4�2. ao � 1 � � I I I 1 I � � � � � � � � � � � . �� ' ` M ' � �A Main 390 (Group 6, Contract 1)� Part 17, Unit 5 •. �� pay Spec Approximate Lescriphoa of tiYu ltem Ynces"F Umt Total Item Item Quantlty _ _ Written in Words �� Price Price $F .17. 72 LF Concrete Curb and Gutter I� $`�.�b $�f�a . �� " � � �I ' n�� & . . . r liV Cents }i�r LF 18. 1497 LF Hydromulch Seeding `�� $ 2. � 6 $ 2��60 � �R � . . - . � � • �! . . �� / � jiQ��2l5 RL ' . �/l/U Cents�ec LF . � � �° �Z , o b � l4 536.a � 19. 878 SY 6-inch Topsoil $ $� �� Q �4 , _ i��'l'/`� � �1�ilIJ t�C � � Cen��per SY 9N 20. 16 SY Replace Concrete Sidewalk �� $`7 Q• 0 C� $ i��-�D !r ' J Vl/� i5ot�ars & .. � �� . Y '-'� Cents per SY �� 21. 30 LF 10-inch Waterline Adjustmer�tt $ �0.06 $� gOd -�4 � . �. f �! 0 Donars & � �M Y �" Cg�ts per LF . .� , � i, P:120119"19i1061ADM�SPECISubbasinl19i106PR5.doc BS-5 9� � Revised 7/22/99 �k � � � � � � � � � � � I � � � � I. � I Pay Spec Item Item 22. 23 24. �� , u . �i Main 390 (Group 6, Contract 1�, Part 17, Unit 5 •. Approximate Description of Bid Item�rice Unit '�otal Quantity Written in Words �� Price Price — —...-- r 20 LF Concrete Encasement �. �` $ 7 Jr,O 6 $(�b�� p 281 � 25. . 1352 . � , ' D0�lazS & . p Cents ger LF �E LF Sodding �� $ % �� 6 b $3� 3`� � � . ��.�P.rt�-� �p . . ��»�& . . � . • , "" Cents per LF �� ' SY Concrete Driveway Repair $`Z D.0 0 $'L'70 .60 �k - �� . % D011azS & JA `� �� V �� Cenu per SY �� LF Permanent Pavement Repair per Figure 2 $ 3� �� D $�� 5(cD-� �� / �^ � b�u� & Cen� per LF . UNIT S��I'OTAL BID $ J� 3% , 523, � Transfer Total to Pa�e B-Stunmary M �F F �� 1 �� P:110219719"/061ADh?1SPECLSubbasinl19i106 PRS.doc BS-6 Revised 7/22/99 �� l�l Q a � ' ' U � a � � � � � a a 0 � � �. � ip CITY APPROVED PRODUCT FC��t * . �, �CONTRACTOR SHALL SELECT TYPE OF PIPE TO BE USED AND PROA'IDE GENERIC/TRADE NAME: STANDARD SPEC NO. SIZE { E 1-31 4" thru 3 0" � � . '�E 1-25 4" thru 15" . E1-27 4" thru 15" �a E1-28 18" thru 27" a . E100-2 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. �� . '�G Failure to provide the information required above may result in r"�jection of bid as non-responsive. ,� . Only products listed above will be allowed for use in this projec�` Any substitutian may result in rejection of bid as non-responsive. � � ,, � �, , 4 tl : �. :F IIFTfYORTiMROJECTSl101197197/061ADMISPEGISubbasin1197106-PRS.doc BS-% ak �i� 0 L�J '�J � �j i� � PART B - PROPO5AL (Continued) � � Within ten {10) days after notification by the City, the und�Ysigned 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 sec��rity 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 furnis�d at least one set of the General Contract Documents and General Specifications for Water Departme � t 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 eith�r fiu�nishing or referring employee applicants to the undersigned are not discriminated against as prohibi�ed by terms of City Ordinance No. 7278 as amended by City Ordinance No. 7400. The Bidder agrees to begin construction within 10 calen�ar days after issue of the work order, and to � complete construction within 45 calendar days as set forth in the written work order to be furnished by the Owner. L�. � �l �!I �J ��J � 0 C�l ��J (Complete A or B below, as applicable): [] A. The principal place of business of our company is in fhe 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 ��(] B. The principal place of business of our company or �ur parent company or majority owner is in the � � State of Texas. � � � � IIfT'if'ORTHIPROJECT'SIZO?1971971061�1DMISPEG1Subbasin1197/06-PRS.doc BS-8 � � � ' � l t 1 � .� 1 � � � 1 1 � � � � Receipt is acknowledged of the following addenda: Addendum No. 1 �%(c!/ Addendum No. 2 Addendum No. 3 . (Seal) If Bidder Corporation Respectfully submitted, . � By: i Title: � � ` „- Address: 1 �� '� `'r'� � `�� D �� IIFTWORTFN'ROJECTS�202197197l061AD,tI1SPEC1Subbasin 1197106-PRS.doc BS-9 ,� , � � � � � m 0 �� , �, 1nM„iTY CQN�!'. OO. INC. 429 CR 428 CLE�..'�X T8Q3� � 7 5581590 FAX 817 558�703 DlM/WBE CER7IFIED �WFSD9829vn�n0 �F ' . � � � � � � � � � � 1 � i 1 � � 1 � � � 1 1 � 0 TOTAL BID UNIT 1 TOTAL BID UNIT 2 TOTAL BID UNIT 3 TOTAL BID UNIT 4 TOTAL BID UNTT 5 �k � SUMMARY OF BIDS i! . � $ �sl,�-�3,� , , � �� $ � ��y��_: �� $ "/ W �O ��/ a $ �" 1 �/ ►U � � �. $ °��lo , �13,5� � � . $ ��8'7�q�1�..� �, � { 1 6F aM i , �. \�FI'WORTH�PROJECTS1202�9T97106WDM�SPEC1Subbasin 1�97106-SB.doc B'SUITllll�� ` � � , � Part C - General Conditions � � � � �� -, _� � �� i 1 � J Y L.. PART C - GENERAL CONDITIONS TABLE OF CONTENTS NOVEMBER, 1, 1987 TABLE OF CONTENTS 4� � i" � � 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 C1-1.17 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 C1-1 C1-1 C1-1 Cl-1 C1-1 C1-1 C1-1 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 Cl-1 C1-1 Cl-1 C1-1 C1-1 C1-1 C1-1 (1) (l� (2) (2) (2) (2> (2> (2) (2) (3) (3) (3) (3) (3) (3) (3) (4) (4) (4) t4) (4) (4) (4) (4) (4) (5> (6) (6) (6) (6) (6) (6) � �.� ►.r � �.,, � � 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 3id 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 C3-3.1 C3-3.2 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 AWARD AND EXECUTION OF DOCUMENTS Consideration of Proposals Minority Business Enterpise Women-Owned Business Enterprise 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 C4-4 SCOPE OF WORK C4-4.1 Intent of Contract Documents C4-4.2 Special Provisions C4-4.3 Increased or Decreased Quantities C4-4.4 Alteration of Contract Documents C4-4.5 Extra Work C4-4.6 Schedule of Operations C4-4.7 Progress Schedules for Water and Sewer Plant Facilities C5-5 CONTROL OF WORK AND MATERIALS C5-5.1 Authority of Engineer CS-5.2 Conformity with Plans C5-5.3 Coordination of Contract Documents C5-5.4 Cooperation of Contractor C5-5.5 Emergency and/or Rectification Work CS-5.6 Field Office C5-5.7 Construction Stakes CS-5�8 Authority and Duties of Inspectors C5-5.9 Inspection C5-5.10 Removal of Defective and Unauthorized Work C5-5.11 Substitute Materials or Equipment C5-5.12 Samples and Tests of Materials C5-5.13 Storage of Materials C5-5.14 Existing Structures and Utilities C5-5.15 �nterruption of Service C5-5.16 Mutual Responsibility of Contractors C5-5.17 Cleanup C5-5.18 Final Inspection �2> C2-2 (4) � C2-2 (4) C2-2 (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 C5-5 C5-5 C5-5 CS-5 C5-5 C5-5 CS-5 C5-5 C5-5 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) � ' � � � �.J � ,�, i� i � � � � 0 � �� L� � .-. � � � 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 C8-8.1 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 Damages Adjustment of Relocation of Public Utilities, etc. Temporary Sewer Drain Connections Arrangement and Charges of Water Furnished i�y 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 Equipment 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 uf 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 tinit 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.$ C8-8.9 C8-8.10 C8-8.11 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) CS-8 (5) � ' i 1 1 i 1 1 �l r t � � � (4) � � ,r-, � � ' PPaRT C - GENERAL CONDITIONS C1-1 DEFINITIONS � � � � � � � � � L SECTION C1-1 DEFINITIONS C1-1.1 DEFINITIONS OF TERMS: Whenever in these Contract Documents the following terms or pronouns in place of them are used, the intent and meaning shall be understood and interpreted as follows: C1-1.2 CONTRACT DOCUMENTS: The Contract Documents are all of the written and drawn documents, such as specifications, bonds, addenda, plans, etc., which govern the terms and performance oF the contract. These are contained 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: PART A- NOTICE TO BIDDERS (Sample) PART B - PROPOSAL (Sample) PART C - GENERAL CONDITTONS (CITY) � (Developer> PART D - SPECIAL CONDITIONS PART E - SPECIFICATIONS PERMITS/EASEMENTS PART F - BONDS PART G - CONTRACT (Sample) (Sample) White White Canary Yellow Brown Green El-White E2-Golden Rod E2A-White Blue White White b. SPECIAL CONTRACT DOCUMENT:S: The Special Contract Documents are prepared for 'each specific project as a supplement to the General Contract Documents and include the following items: PART A- NOTICE TO BIDDERS (Advertisement) Same as above PART B - PROPOSAL (Bid) PART C - GENERAL CONDITIONS PART D - SPECIAL CONDITIONS PART E - SPECIFICATIONS PERMITS/EASEMENTS PART F - BONDS PART G - CONTRACT PART H- PLANS (Usually bound separately) � �I Cl-1 (1) C1-1.3 NOTICE TO BIDDERS: All of the legal publications either actually published in public advertising mediums or furnished direct to interested parties pertaining to the work contemplated under the Contract Documents constitutes the notice to bidders. C1-1.4 PROPOSAL: The comp�eted written and signed offer or tender of a bidder to perform the work which the Owner desires to have done, together with the bid security, constitutes the Proposal, which becomes binding upon the Bidder when it is officially received by th� Owner, has been publicly opened and read and not rejected by the Owner. C1-1.5 BIDDER: Any person, persons, firm, partnership, company, association, corporation, acting directly or through a duly authorized representative, submitting a proposal for performing the work contemplated under the Contract Documents, constitutes a bidde.r. C1-1.6 GENERAL CONDITIONS: The General Conditions are the usual construction and contract requirements which govern the performance of the work so that it will be carried on in accordance with the customary procedure, the local statutes, and requirements of the City of Fort Worth's charter and promulgated ordinances. Wherever there may be a conflict between the General Condition5 and Special Conditions, the latter shall take precedence and shall govern. C1-1.7 SPECIAL CONDITIONS: Special conditions are the specific requirements which are necessary for the particular project covered by the Contract Documents and not specifically covered in the General Conditions. When considered with the General Conditions and other ele,nents 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 Cl-1 (2) � � � � � C C 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. C1-1.11 PLANS: The plans are the drawings or reproductions therefrom made by the Owner's representative showing in detail the location, dimension and position of the various elements of the project, including such profiles, typical cross-sections, layout diagrams, working drawings, preliminary drawings and such supplemental drawings as the Owner may issue to clarify other drawings or for the purpose of showing changes in the work hereinafter authorized by the Owner. The plans are usually bound separately from 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 munic�.pal r� 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: The duly appointPd Director of the City Water Deoartment of the City of Fort Worth, Texas, or his duly authorized reoresentative, 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, association, 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 i�cidentals 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 Con�ractor permit the perFormance of the principal unit of work for a period of not less than seven (7> hours between 7:00 a.m, and 6:00 p,m., with exceptions as permitted in paragraph C7-7.6. C1-1.24 CALENDAR DAYS: A calendar day is any day of the week or month, no days being excepted. C1-1.25 LEGAL HOLIDAYS: Legal holidays shall be observed as prescribed by the City Council of the City of Fort Worth for observance by City employe�s as follows: C1-1 (4) � ' ' ' 1 1 � 1 1 � � ' �'i � • ' � 1 � 2. 3. 4. 5. 6. 7. 8. 9. New Year's Day January 1 M. L. King, Jr. Birthday. Third Monday in January Memorial Day Last Monday in May Independence Day July 4 Labor Day First Monday in September Thanksgiving Day Fourth Thursday in November Thanksgiving Friday Fourth Friday in November Christmas Day December 25 Such other days in lieu of holidays as the City Council may determine � When one of the above named holidays or a special holiday is declared by the City Council, falls on Saturday, the holiday shall.be observed on the preceding Friday or if it falls on Sunday, it shall be observed on the following Monday, by those �' employees working on working day operations. Employees - working calendar day operations will consider the calendar holiday as the holiday. � L� � � � 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 State Highway Transportation Officials ASCE - American Society of Civil Engineers LAW - In Accordance With ASTM - American Society of Testing Materials AWWA - American Wat�r Wor.ks Association ASA - American Standards Association HI - Hydraulic Institute Asph. Ave. Blvd. CI CL GI Lin. lb. MH Max. - Asphalt - Avenue - Boulevard - Cast Iron - Center Line - Galvanized Iron - Linear or Lineal - Pound - Manhole - Maximum - Million Gallons Per Day CFS - Cubic Foot per Second Min. - Minimum Mono.- Monolithic $ - Percentum R - Radius I.D. - Inside Diameter O.D. - Outside Diameter Elev.- Elevation F - Fahrenheit C - Centigr3de In. - Inch Ft. - Foot St. - Street CY - Cubic Yard Yd. - Yard SY - Square Yar3 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 quantities stated in the proposal are not the subject matter of a Change Order unless the increase or decrease is more than 25� of the amount of the particular item or items in the original proposal. All "Change Orders" shall be prepared by the City from information as necessary furnished by the Contractor. C1-1.28 PAVED STREETS AND ALLEYS: A paved street or alley shall be defined as a street or alley having one of the following types of wearing surfaces applied over the natural unimproved surface: l. 2. 3. 4. 5. Any type of asphaltic concrete with or without separate base material. Any type of asphalt surface treatmenL, not including an oiled surface, with or without separate base material. Brick, with or without separate base material. Concrete, with or without separate base material. Any combination of the above. C1-1.29 UNPAVED STREETS OR ALLEYS: An unpaved street, alley, roadway or other surface is any area except those defined above for "Paved Streets and Alleys." C1-1.30 CITY STREETS: A city street is defined as that �rea 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 between ' (2') feet back of the curb lines or Four the average edge oF pavement where no curb C1-1.32 GRAVEL STREET: A gravel �treet is any unpaved strPet to which has been added one or more applications of gravPl or similar material othe.r than the natural materia.l found on the street surface beFore any improvement was made. 1 , ' C1-1 (6) ' � ' � � ,. • SECTION C - GENERAL CONDITIONS C2-2 INTERPRETATION AND PREPARATION OF PROPOSAL � SECTION C2-2 INTERPRETATION AND PREPARATION OF PROPOSAL � C2-2.1 PROPOSAL FORM: The Owner will furnish bidders with proposal form, which will contain an itemized list of the items of work to be done or materials to be furnished and upon which bid prices are requested. The Proposal form will state � the Bidder's general understanding of the project to be completed, provide a space for furnishing the amount of bid , security, and state the basis for entering into a formal r contract. The Owner will furnish forms for the Bidder's �- "Experience Record," "Equipment Schedule," and "Financial Statement," all of which must be properly executed and filed � with the Director of the City Water Department one week prior to the hour for opening of bids. � The financial statement required shall have been prepared by an independent certified public accountant or an independent public accountant holding a valid permit issued by an appropriate state licensing agency, and shall have been so � prepared as to reflect the current financial status. This statement must be current and 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�re and magnitude as that of the project for which bids are to be received, and such experience must have been on projects �- 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 L� C2-2(1) � forms ar other parts of the Concract Documents will be considered as �proximate only and will be used for the purpose of comparinq bids on a uniform basis. Payment will be made to the Cantractor for only the actual guantities of work perforned or materials furnished in str.ict accardance 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 bi_d or any other requirements o.f 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 forma� contract documents shall be issued in the form of written addenda and shall become part of the Con�ract Documents just as though such addenda were actually written into the original Contract Documents. Bidders are required, prior t� 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 res�arch 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 a11 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 Cont.ract Dacuments and officially promulgated addenda ther�to, shall be binding upon the Owner. Bidders shail rely exclusively and solely upon their own estimates, investigation, research, tests, explorati�ns, and other 3ata 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 inve5tigations, examinations and tests herein required. Claims far additional compensation due to variations between conditions actually encountered in construction and as indicat�d in the Contract Documents will not be allowed. The logs of Soil Borings, if any, showing on the plans are for general information o�ly and may not be correct. Neither the C2-2(2) � ' ►; Owner nor the Engineer guarantee that the data shown is ~� representative of conditions which actually exist. � L � � � C2-2.4 SUBMITTING OF PROPOSAL: The Biclder shall submit his Proposal on the form furnished by the Owner. A11 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 thP materials required. All such prices sha11 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. 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 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, i�' 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 thr�e lowest bidders will be retained until the contract is awarded or other disposition is made thereof. The bid security of all other bidders may be returned promptly after the canvass of bids. C2-2(3) C2-2.7 DELIVERY OF PROPOSAL: No proposal wi11 be considered unless it is delivered, accompanied by its Proper Bid Security, to the City Manager or his representative in the official place of business as set forth in the "Notice to Bidders." It is the Bidder's sole responsibility to deliver the proposal at the proper time to the proper place. The mere fact that a proposal was dispatched will not be considered. The Bidder must have the proposal actually delivered. Each proposal shall be in a sealed envelope plainly marked with the word "PROPOSAL," and the name or description of the project as designated in the "Notice to Bidders." Trre envelope shall be addressed to the City Manager, City Hall, Fort Worth, Texas. C2-2.8 WITHDRAWING PROPOSALS: Proposals actually £iled with the City Manager cannot be withdrawn prior to the time set for opening proposals. A r.equest for non-consideration of a proposal must be made in writing, addres�ed 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 r�quests have been properly filed m�, at the option of the Owner, be returned unooened. C2-2.9 TELEGRAPHIC MODIFICATION OF PROPOSALS: Any bidder may modify his proposal by �elegraphic commu.nication at any time prior to the time set Eor opening proposals, provided such telegraphic communication is received by the City Manager prior to the said proposal opening time, and provided further, that the City Manager is satisfied that a written and duly authenticated confirmation of such telegraphic communication over the signature of the bidder was mailed prior to the proposal opening time. If such confirmation is not received within forty-eight (48) hours after the prob�sal 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 wi11 be publicly opened and read aloud by the City Manager or his authorized representativP at the tiine and place indicated in the °'Notice to Bidders." All proposals which have b�en opened and read will remain on file with the Owner until the contract ha:� been awarded. Bidders or their authorized zepresentatives are invited to be present for the opening of bids. C2-2.11 IRREGULAR PROPOSALS: Proposals sha11 be considered as being "Irregular" i£ they slnow any omissions, alterations of £orm, additions, or conditions not called for, unauthorized alternate bids, or irregularities oF any kind. However, the C2-2(4) � ' �~ 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 � irregularity which cannot be waived. L �. � � � � � � � � � C2-2.12 DISQUALIFICATION OF BIDUERS: Bidders znay be disqualified and their proposals not considered for any of, but not limited to, the following reason: a. b. c. d. e. f. 9- h. Reasons for believing that collusion exists among bidders. Reasonable grounds for believing that any bidder is interested in more than one proposal for work contemplated. 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. The bidder being in arrears on any existing contract or having defaulted on a previous contract. The bidder having performed a prior contract in an unsatisfactory manner. Lack of competency as revealed by the financial statement, experience record, equipment schedule, and such inquiries as the Owner may see fit to make. Uncompleted work which, in the judgment of the Owner, will prevent or hinder the prompt completion of additional work if awarded. The bidder not filing with the Owner, one week in advance of the hour of the opening of proposals the following: 1. 2. 3. Financial Statement showing the financial condition of the bidder as specified in Part "A" - Special Instructions. 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. 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) �i 1 � ., � L 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 wi11 be tabulated on the � basis of the quoted prices, the quantities shown in the proposal, and the application of such formulas or other methods of bringing items to a common basis as may be � established in the Contract Documents. � The total obtained by taking the sum of the products of 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 d local laws and ordinances relating to false statements; ,.., further, any such misrepresentation may be grounds for disqualification of Contractor at Owner's discretion for ti bidding on future Contracts with the Owner for a period of time of not less than six (6) months. L� C3-3.3 EQUAL EMPLOYMENT PROVISIONS: The Contractor shall comply with Current City Ordinance prohibiting discrimination in employment practices. � � C3-3 (1> 1 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 apnlicant he may have on file in his office to the Contractor. Appropriate notices may be acquired from the Equal Employment Officer. C3-3.4 WITHDRAWAL OF PROPOSALS: After a proposal has b2en read by the �wner it cannot be withdrawn by the Bidder within forty-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 proposals for a reasonable time, not to exceed forty-five (45) days after the date of opening proposals, and in no event will an award be made until after invest.igations have been made as to the responsibility of the proposed awardee... The award �f the contract, if an award is made, will be to the lowest and best responsible bidder. The award of the contract shall not become effective until the Owner has notified the Contractor in writing of such award. C3-3.6 RETURN OF PROPOSAL SECURITIES: As soon as proposed price totals have been determined for comparison of bids, the Owner may, at its discretion, return the proposal security which accompanied the proposals which, in its judgment, would not be considered for the award. All other proposal securities, usually those of the three lowest bidders, will be retained by the Owner until the required contract has been executed and bond furnished or the Owner has otherwise 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 bon� 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 performance of the contract, and for the protection of the Owner and all other persons against damage by r�ason of negligence of the Contractor, or impr�per execution of the work or th� use �f inferior materials. This oerforrnance C3-3 (2) r � bond shall guarantee the payment for all labor, �" materials, equipment, supplies, and services used a in the construction of the work, and shall remain in full force and effect until provisions as above stipulated are accomplished �nd final payment is � made on the project by the City. � � I� � 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. � � � U � No sureties will be accepted by the Owner which are at the time in default or delinquent on any bonds or which are interested in any litigation against the owner. All bonds shall be made on the forms furnished by the Owner and shall be executed by an approved surety company doing business in the City of Fort Worth, Texas, and which is acceptable to the owner. In order to be acceptable, the name of the surety shall be included on the current U.S. Treasury list of acceptable sureties, and the amount of bond written by any one acceptable company shall not exceed the amount shown on the Treasury list for that company. Each bond shall be properly executed by both the Contractor and Su.rety Company. Should any surety on the contract be determined unsatisfactory at any time by the Owner, notice will be given the Contractor to that effect and the Contractor shall immediately provide a 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 �ity Secretary, approved as to form and legality by the City Attorney, and �x�cuted for the Owner by either the Mayor or City Manager. C3-3.9 FAILURE TO EXECUTE CONTRACTa The failure �f 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 authorization, commence the physical execution of the contract. C3-3.11 INSURANCE: The Contractor sha11 not commence work under this contract until he has obtained all the insurance required under the Contract Dacuments, and such insurance has been approved by the Owner. The �rime Contractor shall be responsible for delivering to the Owner the sub-contractors' C3-3 (4) L � certif.icate of insurance for a roval. The rime nt pp p co ractor 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. :.. a. COMPENSATIQN INSURANCE: Th� Co.ntractor s%all maintain, during the life af 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 -con.tracto.rs. � In cas� 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 insurance for the protection of such oE his employees not so protected. r-r b. COMPREHENSIVE GENERAL LIABILITY INSURANCE: The ' Contractor shall procure and shall maintain during the life of this contract Contractor's ~ Comprehensive General Liability Insurance (Public �- Liability and Property Damage Insurance) in an amount not less than $500,0-00 covering each occurrence on account of bodily injury, including � death, and in an amount not less than $500,000 covering each occurrence on account oF property �.» damage with $2,000,000 umbrella policy coverage. " c. ADDITIONAL LIABILITY: The Contractor shall furnish insurance as separate policies or by � additional endorsement to one of the I� above-mentioned policies, and in the amount as set forth for public liability and property damage,,the � following insurance: 1. Contingent Liability (covers Gene.ral �„ Co�tractor's Liability for acts o.f sub-contractors). 0 2. ]Blasting, prior to any blasting being do.ne. �+ 3. Collapse of buildings or structures adjacent to excavation (if excavations are to 1pe � performed ad�acent to same). 4. namage to underground utilities f_or $500,000. � r_3-3 (5) � 5. a, b. Builder's risk (where above-qround structures are involved). Contractual Liability (covers all indemnification requirem�nts of Contract). AUTOMOBILE INSURANCE - BODILY INJURY AND PROPERTY DAMAGE: The Contractor shall procure and maintain, during the life of this Contract, Comprehensive Automobile Liability insurance in an amount not less than $250,000 for injuries including accidental death to any one person and subject to the same limit for each person an amount not less than $500,000 on account oF one accident, and automobile property damage insurance in an amount not less than $100,000. e. SCOPE OF INSURANCE AND SPECIAL HAZARD: The insurance required under the above paragraphs shall provide adequate protection for the Contractor and his sub-contractors, respectively, against damage claims which may arise from operations under this contract, whether such operations be by the insured or by anyone directly or indirectly employed by him, and also against any of the following special hazards which may be encountered in the performance of the Contract. f. PROOF OF CARRIAGE OF INSURANCE: The Contractor shall furnish the Owner with satisfactory proof of coverage by insurance required in these �ontract Documents in amounts and by carriers satisfactory to the Owner. (Sample attached.> All insurance requirements made upon the Contractor shall apply to the sub-contractor, should the Prime Contractor's insurance not cover the sub-contractor's work op�rations. q. LOCAL AGENT FOR INSURANCE AND BONDING: The insurance and bonding companies with whom the Contractor's insurance and performance, payrnent, maintenance and all such other bonds are written shall be represented by an agent or agents having an office located within the city limits of the C3-3 (6) � ' �^ City of Fort Worth, Tarrant Caunty, 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 on behalf �f the insurance and/or bonding company to neqotiate and �- settle with the City of Fort Worth, or ar�y other claimant, any claims that the City of Fort Worth or � other claimant ar any property owner who has been damaged, may have against the Contractor, insurance, and/or bonding company. If the local � insurance representative is not so empowered by the insurance or bonding companies, then such authority must be vested in a local agent or claims officer � residing in the Metroplex, the Fart 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 engaged in work on the � project at the site of the project shall be furnished to the Owner's representative within seven (7) days after the clos� of each payroll period. A copy or copies of the applicable �"" minimum wage rates as set forth in the Contract Documents . shall be kept posted in a conspicuous pla�e at the site of the project at all times during the course flf the Contract. Copies of the wage rates will be furnished the Contractor, by the Owner; however, posting and protection of the wage rates �"` sh�ll be tine responsibility of the Contractor. � C3-3.14 CONTRACTOR'S CONTRACT ADMINISTRATION: Any Contractor, whether a p�rson, p�rsons, partnershi�, company, firm, association, corporation or other who is approved to do � business with and ent�rs into a contr�ct with the City for Y eonstruction of water and/or sanitary sewer facilities, will have or shall establish a fully operational business office ., within the Fort Wortlz-Dallas metropolitan area. The Contrac'tor shall charge, delegate, or assign this office (or �" he may dele�ate his Project Superintendent) with full authority to t.ransact all business actions required in the � eerfo�mance of the Contract. This local authority shall be made resQonsible to act for the Contractor in all matters pertaining ta the wor;c governed by the Contract whether it be administrative or otnercaise and as such shall bQ empowered, � thus delegated ana dir�cted, to s�ttle all material, labor or other expenditures, all claims against the wark or any other 1.' C3-3 (7) � LI 1 matter associated such as maintaining adequate an3 appropriate � insurance or security cove.rage fr�r the project. Such local authority for administration of the work under the Contract shall be maintained until all business transactions executed � as part of the Contract are complete. Should the Contractor's principal base of operations be other than in the Fort Worth-Dallas metropolitan area, notification , of the Contractor's assignment of local authority shall be made in writing to the Engineer in advance of any work on the project, all appropriately signed and sealed, as applicable, � by the Cont.ractor's responsible officers with the 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 requir_ements 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 ' auth�rity. This same requirement is imposed on insurance and surety coverage. Should the Contractor's local representative Fail 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 County, Texas. � ' ' ' � ' ' C3-3 (8) , � ' � . �" SECTION C4-4 SCOPE OF WORK PART C - GENERAL CQNDITIONS C4-4 SCOPE OF WORK � C4-4.1 INTENT OF COIVTRACT 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 �ontractor 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" cavering 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 nocuments � 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 conteznplated 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 b the 25 percent or more then either y , 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 Dercent of the original quantity stated in the proposal; such revised consideration to be � determined by special agreement or as hereinafter provided fo.r "Extra Work." No allowance will be made for any changes in anticipated profits nor shall such changes be considered as � � C4-4 (1) waiving or invalidating any r_onditions or provisions of the Contract Documents. Variations in quantit.ies of sanitary sewer pipes in depth categaries, shall be interpr�ted herein as �pplying to the overall quantities or sanitary sewer pipe in each pipe size, but not to the various depth categ�ries. 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 most satisfactory manner, provided such changes do not materially alter the original Contract Documents or change the general nature of the project as a whole. Such changes shall not be considere� as waiving o.r invalidating any condition or provision of the Contract Documents. C4-4.5 EXTRA WORK: Additional work made necessary by changes and alterations oF the Cont�act Documents or of quantities or for other reas�ns for which no priCes are provided in the Contract Documents, shall be defined as "Extra Work" and shall be performed by the �ontractor in acco.rdance with these Contract Documents or anproved addition5 thereto; 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. � Unit bid price previously approved. An agre�d luanp sum. c. The actual xeasonable cost of (1) labor, (2) rental of equipment used on the extra work for the time so used �t Associated �,eneral Contractors oE Amerzca current equipment r_ental rates; (3) materials entering �ermanently into the �roject, and (4) actual cost of insii.rancP, bonds, and social security as det2rmined by the �wner, �lus a fixed fee to be agreed uc�on buL- not to exceed 10� oF the actual cost of such exr_ra work. The fixed f�e is no� to include any addit.ional profit to the Cont.ractor for rental of equipment owned by him and used For t'ne extra work. Th� f�e shall be f�zll and complete compensation to r_ov�r the co�t o.E sup?rintendence, r�verhead, vt'ner prof.it, general and all other exp�nsry not included in (1), (2), (3), an�: (4) above. The Contractor �hall keep accurate cost r�cord� on the f�rm and in the met'nod C4-4 (2) .� , � � suggest�d by the Owne.r and shall give the Owner access to all accounts, bills, vouchers, and rQcords relating to the Extra 'vVork. n ; l.. No "Change Order" shall become effective until it has been approved and signed by each of the Contracting parties. � No claim for Extra Work of any kind will be allowed unless ordered in writing by the Owner_. In case any ord�rs or instructions, either oral or written, �ppear to the Contractor � to involve Extra Work for_ which he should receive compensation, he shall make written reques� to the Engineer For written ord�rs authorizing such Extra Work, prior to beginning such work. � r� � L Should a difference arise as to what does or does not constitute Extra Work, or as to the payment thereof, and the Engineer icxsists upan 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 Owner within five (5> days before the time for making the first esti�nat� after such work is done and unless the claim is supported by satisfactory vouchers and certified payrolls covering al� labor and materials expended upon the said Ext.ra Work. The Contracto.r shall furnish the Owner such installation records of all deviations from the original Contract Documents as may be necessary to enable ttie Owner to nreoare for permanent record a corrected set of plans showing the actual installation. �, The compensation agreed upon for 'extra work' whether or not iniitiated by a'change order' shall be a full, complete anc� final nayment E�r all costs �ontractor incur� as a r�sult or � relating to the change or extra work, whether said cost5 are known, unknown, foreseen or unforeseen at that time, including ' without limitation, any costs for delay, extended overh�a�, ripple or impact cost, or any ot'ner effect on changed or unchanged work as a result or the c��ange or extra work, � C4-4.6 SCHEDULE OF OPERATIONS: Before commencing any work � under this contract, the Contractor sha11 submit to the Own�r and receive the Owner's approval ther?of, a"Scheclule �f On�rations," sliowing by a straight tine method the date �£ � commencing and finishingleach of the major elements of the contract. Tinere shall be also shown tne estimated monthly cost of work for whic:h e:�timatns ara to be expected. Ther� � C4-4 (3) � shall be presented also a composite graph showing the anticipated progress of construction wit'n the time being plotted horizontally and the percentage of com�letion plotted vertically. The progress 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 payment, 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 o£ which he will start th� several major activities (including procurement of materials, plans, and equipment) and the contemplated dates for completing the same. The schedule shall be in the form of a time schedule Critical Path Method (CPM) network diagram. As the work progresses, the Contractor shall enter on the diagram the actual progress at the end of each partial 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 Ay the Engineer. Three copies of the updated schedule shall be delivere� at such intervals as directed by the Owner. As a minimum, the construction schedule shall incorporate all work zlements and activities indicated in the proposal and in the technical specifications. Prior to t�e final drafting of the detailed construction schedule, the Contractor shall review the draft schedule with the Engineer to ensure the Contractor's understanding of the contract .requirPments. The following guidelines shall be adtiered ta in preparing the construction schedule: a. Milestone dates and final project completion dates shall be d�veloped to conform to time constrai:�ts, sequencing requir.empnts and completion time. b. The construction procecs shall be divided into activities with time durations oi apnroximately fourteen (14) days and construction values not to exceed $50,000. Fabrir_ation, dnlivery and submir�al •�ctivities ar� exce�tions to this guideline. C4-4 (4) �J � �" c. Durations �hall be in calendar days and normal , holidays and weather conditions over the duration oF the contract shall be arcounted for within the duration of each activity. �" d. One critical path shall be ilhown on the r 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 time 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 con�truction schedule shall identify all trades or subcontracts whose work is represented by activities that follow the guidelines of R" this Section. For each of the trades or 5ubcontracts, the const.ruction schedule shall indicat� the following procurement.�, � construction and preacceptance activities and events in their logical sequence for equip.ment and mat�rials. � 1. Preparation and tr.ansmittal of submittals. 2. Submittal .review oeriods. � . 3. Shoo fa'�ricati�n and delivery. � 4. Erection or inst�llation. 5. Transmittal of manufactarer's operation and maintenance instructions. 6. Inst�lled equipment and mat?rials tes�ing. 7. Owner's operator instruction (if. applicable). 8. Final insoection. � � C4-4 (5) �'"1 � 9. Operatiqnal testinr�. 10. Final inspection. � If, in the opinion of the Owner, wo.rk accomplished falls � behind that scheduled, the Contractor shall take such action as necessary to improve his progress. In addition, � the Owner rnay require the Contractor to submit a revised schedule demonstrating his program and proposed plan to make up lag in scheduled orogress and to insure com�l�tion � of the work within the contract time. If the Owner finds the proposed plan not acceptabl?, l�e may require the Cont.ractor to incr�as� the work force, the constructi�n plant and equipment, the numbe.r of w�rk shifts or the � overtime operations without additional cost to the Owner. Failure of the Contractor to comply with tlzesc r�quirPments � shall be considcred grounds for determination by the Owner that the Contractor is failing to prosecute the work with such diligence �s will insu.re its comple�ion witnin the ' time specified. � I�� ' � , � � �4-4 (6) r � � � � PART C - GENERAL CONDITIONS C5-5 CONTROL OF WORK AND MATERIALS �.. SECTION CS-5 CONTROL OF WORK AND MATERIA�S � I 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, r 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, gr�des, cross-sections, �'" finish, and dimensions shown on the plans or any other requirements otherwise described in t�he Contract Documents. Any deviation from the approved Contract Documents required by Y 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 for a complete and useful project, and any requirements appearing in one of t�e sections is as binding as though it occurred in all sections. In case of discrepancies, figured dimension shall gavern 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 interpretations 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 Gontract, the Contractor shall be deemed to have quoted the most expensive resolution of the conflict. C5-5.4 COOPERATION OF CONTRACTOR: The Contractor will be furnished with three sets of 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 attenti�n necessary to facilitate the progress thereof and sha11 cooFerate with the Engineer, his inspector, and other Contractors in every possible way. The Contractor shall at all times have competent personnel available to the project site for proper performance of the work. The Contractor shall provide and maintain at all times at the site of the project a competent, English-speaking superintendent and an assistant who are fully authorized to act as the Contractor's agent on the work. Such superintend�nt and his assistant shall be capable of reading and understanding the Contract Documents and shall receive and fulfill instructions from the Owner, the Engineer, or his authorize� representatives. Pursuant to this responsibility of the Contractor, the Contractor shall designate in writing to the project superintendent, to act as the Contractor's agent on the work. Such assistant project superintendent shall be a resident of Tarrant County, Texas and shall be subject to call, as is the project Superintendent, at any time of the day or night on any day of the week on which the Engineer determines that circumstances require the presence on the project site of a representative of the Contractor to C5-5 (2) w � ' � 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 contiguous to the project routing. i�, The Contractor shall provide a11 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 �nginee.r, 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 an 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 � shall then deduct an amount equal to the entire costs for such remedial action, plus 25$, from any funds due the Contractor _ on the project. iw C5-5.6 FIELD OFFICE: The Contractor shall provide, at no extra compensation, an adequate field office for use of the � Engineer, if specif ically called :Eor. The field office shall be not less than 10 by 14 feet in floor area, substantially y constructed,, well heated, air conditioned, lighted, and _ weather-proof, so that documents will not be damaged by the elements. L� C5-5.7 CONSTRUCTION STAKES: The City, through its Engineer, � will furnish the �ontractor with all lines, grades, and measurements necessary to the proper prosecution and control of the work contracted for under these Contract Documents, and � lines, grades and measurements wi11 be estab.lished by means of stakes or other customary method of marking as may be found consistent with good practice. �� C5-5 (3) :� These stakes or markings shall be set sufficiently in advance of co.nstruction operations to avoid delay. Such stakes or markings as may be established for the Contractor's use or guidance 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 hav� been carelessly or willfully destroyed, disturbed, or removed by the Contractor or any of his employees, the full cost of replacing such stakes or marks plus 25$ will be charged against the Contractor, and the full amount will be deducted from payment due the Contractor. C5-5.8 AUTHORITY AND DUTIES OF CITY INSPECTORS: City Inspectors will be authorized to inspect all work done and to be done and all material,s furnished. Such inspection may extend to all or any part of the work, and the prenaration or manufacturing of the materials to �e used or equipment to be installed. A 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 b�ing performed, to report any evidence that the materials being furnished or the work being performed by the Contractor fa.ils to fulfill the requirements of the Contract Documents, and to call 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, alte.r, enlarge, or release any requirement of thes� 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 will in no case act as superintendent or foreman or,perform any other duties for the Contracto.r, or interfere with the management or operation of the work. He will not accept from the Contractor any compensation in any form for performing any duties. The Contractor shall regard and obey the directions a�d instructions of the City Inspector or Engin��r when the same are consistent with the obligations of the Contract Documents, provided, however, should the Contractor object to any orders or instructions of the City Inspector, the Contractor may within six days make written appeal to the Engineer for his decisi.on 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 accordance with the requirements of the Contract Documents. If�the Engineer so requests, the �`'p Contractor shall, at any time before aeceptance of the work, remove or uncover such portion of the finished work as may be � directed. After examination, the Cont.ractor shall restore said portions of the work to the standard required by the Contract Documents. �„ Should the work exposed or examined prove acceptable, the uncovering or removing 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 R�MOVAL 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 witi�out 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 unautiiorized work to be removed, and the cost � thereof may be deducted frc�m any money due or to become due to the Contractor. Failure to require the removal of any defective or unauthorized work shall not const.itute acceptance �'"' 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, and if Cont.ractor wishes to .furnish or use a proposed substitute, he shall, prior to the preconstruction conference, make writt�n application to ENGINEER for approval of such substitute 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 specified and be suited to the same use and capable of performing the same function as that � specified; and identifying all variations of the proposed � C5-5 (5) substitute from that specified and indicating available maintenance service. No substitute shall be ordered or installed without the written,approval of 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 indirectly 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: Where, in the opinion of the Engineer, or as called for in the Contract Documents, tests of materials or equipment are necessary, such tests will be made at the expense of and paid for direct to the testing agency by the Owner unless otherwise speciFically provided. The failure of the Owner to make any tests of materials sha11 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 MatQrials 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 been made and the materials approved for use. The Contractor will furnish adequate samples without charge to the Owner. In case of concrete, the aggregates, design minimum, and the mixing and transporting equipment shall be approved by the Engineer before any concrete is placed, and the 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 coricrete, using samples from the same aggregate, cement, and mortar which are to be usPd later in the concrete. Should the source of supp.ly change, new tests shall be made prior to the us� of the new materials. C5-5.13 STORAGE OF MATERIALS: All materials which used in the constr.uction operation shall be store insure the preservation of the quality and fitness of When directed by the Engineer, they shall b� placed platforms or other har3, clean �urable surfaces and are to be d so as to the work. on wooden not on the C5-5 (6) �; � � � � � � � grourid, 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 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 fail��re 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 fo.r 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, provi�ion for which is raot made in the Contract Documents, in which case the provision in these Contract 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 �orocess 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 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 advance, shall � be r�quired to: 1. Notify the Water Department's Distribution �Division as to location, time, and schedule of a service interruption. �1 � 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. Emergency: In the event that an unforeseen service interruption occurs, notice shall be as above,but immediate. C5-5.16 MUTUAL RESPONSIBILITY OF CONTRACTORS: If, through acts or neglect on the part of 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-fours fours aFter written notice is given to the Contractor that the clean-up on the job sit�� is proceeding in a manner unsatisfactory to the 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 final acceptance and Ir" final payment raill be made, the Contractor shall clean and , remove from the site of the project all surplus and discarded materials, temporary structures, and debris of every kind. He shall leave the site of all work in a neat and orderly conditi4n equal to that which originally existed. Surplus and �`" wa5te 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 mate.rials and equipment in a bright, clean, polished and new appearing condition. No extra cumpensation 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 notification of the Engineer and the date of final inspection of the work. � , r � � �, � � C5-5 (9) � 1 PART C - GENER.AL CONDITIONS C6-6 LEGAL RELATIONS AND PUBLIC RESPONSIEiILITY � � � 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. L,; 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 re uired or q 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 Contractar 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. The 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 candition, free from objectionable odors so as not to cause a nuisance. Al1 sanitary laws and regulations of the State of Texas and the City shall be strictly cpmplied with. C6-6.5 PUBLIC SAFETY AND CONVENIENCE: Materials or equipment stored about the work sha'll be so piaced 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 cont�guous 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 Engine�r 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 canstruction 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) � �r 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 lEngineer, 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, 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 Headguarters when all such obstructed streets, -° alleys, or hydrants are again placed back in service. P" Where the Contractor is required to construct temporary 4� bridges or make other arranqements 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 ` 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) � � � 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 Pnblic 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 pe.rmanent 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 caii 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. Whenever evidence is £ound 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, €ences, 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 � 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 � Contractor elect to use explosives, drop weight, etc., in the prosecution of the work, the utmost car� shall be exercised at all times so as not to endanger life or property. The ,I Contractor shall 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 Documents, or the use of explosives is requested, the Contractor shall submit notice to the Engineer in writing twenty-four hours prior to commencing and shall furnish evidence that he has insurance coverage to protect against any damages and/or injuries arising out of such use of explosives. 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 elaim 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 transparted 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 any purpose without having previously obtained permission from the owner of such property. The Contractor will not be allowed to store equipment or material on private property unless and until the specified approval of the property 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 obst.ructions 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 C6-6 (6) -, r ' � � 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 pa.rt 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 � damages or injury in a manner acceptable to the owner of the property and the Engineer. � Al1 fences encountered and removed during construction of this project shall be restored to the original or a better than original condition upon completion of this project. �' When wire fencing, either wire mesh or b�arbed wire is to be � crossed, the Contractor shall set crass 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 r.. permanent easements limits, before the fence is cut. " Temporary fencing shall be erected in place of the fencing removed wheneve.r the work is not in progress and when the � site is vacated overnight, and/or at all times to prevent livestock from entering the construction area. The cost for fence removal, temporary closures and replacement shall be subsidiary to the various items bid in the project � � C6-6 (7) proposal. Therefore, no separate payment shall be allowed for any service associated with this wo.r�. In case of failure on the part of the Contractor to restore such property to make good such damage or injury, the Owner may, upon 48 haur 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 not�ing herein shall be construed as creating a partnership or joint enterprise between Owner and Contractor. C6-6.12 CONTRACTOR'S RESPONSIBILITY FOR DAMAGE CLAIMS: Contractor covenants and agrees to, and does hereby indemnify, hold harmless and defend Owner, its officers, agents, servants, and employees from and against any an all claims or suits for property damage or loss and/or personal injury, including death, to any and all persons, of whatsoever kind or character, whether real a.r asserted, �rising out of or in connection with, directly or indirectly, the work and services 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, amployees, contractors, subcon�tractors, licensees an� 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 em�loyaes ior property damage or loss, and/or personal injuries, includi�g death, to any and all persons of whatsoever kind or characte.r, whether real or asserted, arising out of or in connection with, dir�ctly or indirectly, the work and services tQ oe performed hereunder by �ontractor, its officers, agents employees, contractors, subcontractors, licensees and invitees, whether or not caused, C6-6 (8) � 1 -, � � in whole or in part, by alleged negligence of officers, agents, servants, employees, contractors, subcontractors, licensees o.r invitees of the Owner. Contractor likewise covenants and agrees to, and does hereby, indemni.fy and hold harmless Owner from and against any and all injuries,loss or damages to property of the Owner during the performance of any of the terms and conditions of this Contract, whether arising out of or in connection with or resulting from, in whole or in part, any and all alleged acts or omissions of oFficers, agents, servants, employees, contractors, subcontractors, licenses, or invitees of the Owner. In the event a written claim for damages against the � contractor or its subcontractors remains unsettled at the time all work on the project has been completed to the satisfaction of the Director of the Water Department, as evidenced by a � final inspection, final payment to the Contractor shall not be recommended 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 r satisfactory to the Director that the claim has been settled � and a release has been obtained from the cl.aimant involved. � 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 m' be recoznmended by the Director. � �^ � -, � �I � 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: l. The claim has been settled and a release has been obtained from the claimant involved, or 2. Good faith efforts havA been made to settle such outstanding claims, and such good faith efforts have failed. If condition (1) above is met at any time within the six month period, the Director shall recommend that the final payment to the Contractor be made. If condition (2) above is met at any time within the six month period, the Director may recommend that the final payment to the Contrar_tor be made. At the C6-6 (9) expiration of the six month period the Director may recommend that final payment be made if all ather 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 on other Water Department Contract work from a Contractor against whom a claim for damages is outstanding as a result of work performed under a City contract. C6-6.13 CONTRACTOR'S CLAIM FOR DAMAGES: Should the Contractor claim compensation 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 i_n 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 of such alleged damage and, upon request, shall give the Fngineer access to all books of account, receipts, vouchers, bills of lading, and other books or papers containing any evidence as to the amount of such alleged damage. Unless such statements shall be filed as hereinabove required, the Contractor's claim for compensation shall be waived, and he shall not be entitled to payment on account of such damages. C6-6.14 ADJUSTMENT OR RELOCATION OF PUBLIC UTILITIES� ETC.: In case it is necessary to change, move, or alter in any manner the property of a public utility or others, the said property shall not be moved or interfered with until orders thereupon have been issued by the Engiizeer. 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 sPwage and drainage which will be received frorn these drains and sewers, and fo.r this purpose he shall provide and maintain, at his own cost and expense, adequate pumping facilitiPs and temnorary outlets or diversions. 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) � t � 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. All piping required beyond the point of delivery shall be installed by the Contractor at his own expense. The Contractor's responsibility in the use of all existing fire hydrant and/or valves is detailed in Section E2-1.2 USE OF FIRE HYDRANTS AND VALVES in these General Contract Documents. When meters are used to measure the water, the charges, if any, for water will be 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 usage shall not be held to be in any way an acceptance of said • work or structure or any part thereof or as a waiver of any of the provisions of these Contract Documents. All necessary �' repairs and removals of any section of the work so put into ,L 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) I thereof by action of the elements or from any cause whatsoever, whether arising from the execution or nonexecution of the work. The Contractor,shall rebuild, repair, restore, and make good at his own expense all injuries or damage to any portion of the work occasioned by any of the hereinabove causes. C6-6.19 NO WAIVER OF LEGAL RI�HTS: 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 same 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 authority 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 fo.r exemption pursuant the provisions of Article 20.04 (H) of the Texas Limited Sales, excisP, and Use Tax Act, the Contractor ma y 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 of the tax shall be subject to and shall comply with the provisions oF State Comptroller's Ruling .011, and any �ther applicable 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 street right-of-way or other easement which has been dedicated to the public and the City of Fort Worth, an organization which qualifies for exemption pursuant to the provisions of Article 20.04 (H) of the Texas limite3 Sal�s, F.xcise, and Use Tax Act, ttie Contractor can probably be e.x�mpt�d in the same manner stated above. C6-5 (12) � 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 1 ' , , L ' ' ' � C6-6 (13) � � 1 �� PART C - GENERAL CONDITIONS C7-7 PROSECUTION AND PROGRESS SECTION C7-7 PROSECUTION AND PROGRESS: � C7-7.1 SUBLETTING: The Contractor shall perform with his own organization, and with the assistance of workman under his � immediate superintendance, work of a value of not less than fifty (50�) �ercent 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. Al1 transactions of the Engineer will be with the Contractor. Subcontractors will be j"' considered only in the capacity of employees or workmen of the E., 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 1'" 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 form, 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 speeification or approval 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 labo.r shall be used by the Contractor is avai1able. The Contractor may bring in from outside the City of Fort Worth his key men and his superintendent. A11 other workmen, including equipment operators, may be impo.rted only after the local supply is exhausted. The Contractor shall employ �n1y such superintendents, foremen, and wo.r'Kmen who ar� carzful, competent, and fully qualiF_ied to n�rforrn t'ne duties or t3sks assigned to them, and the Engineer 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 of the Owner, shall misconduct himself or be found to b� incompetent, disrespectful, inte.mperatz, dishonest, or C7-7 (2) ' � ' � �.'; ■ ' � , �"' otherwise objectionable or neglectful in the proper . performance of his or their duties, or who neglects or refuses ta comply with or carry out �he directions of the Owner, and - such person or persons shall not be employed again thereon � without written consent of the Engineer. All workmen shall have sufficient skill, ability, and � experience to properly perform the work assigned to them and operate any equipment necessary to properly carry out the. performance of the assigned duties. � �. � The Contractor shall furnish and maintain on the work all such equipment as is considered to be necessary for prosecution of the work in an acceptable manner and �at a satisfactory rate of progress. All equipment, tools, and machinery used for handling materials and executing any part of the work shall be subject to the app.roval c�f the Engineer and shall be maintained in a satisfactory, safe and efficient working condition. Equipment on any portion oF the work shall be such that no injury to the work, workmen or adjacent property will result from its use. � C7-7.6 WORK SCHEDULE: Elapse3 working days shall be computed starting with the first day of work completed as defined in C1-1.23 "1nTORKING DAY" or the date stipulated in the "WORK " ORDER" for beginning work, whichever comes first. M Nothing in these Contract Documents shall be construe as a prohibiting the Contractor from w�rking on Saturday, Sunday o.r Legal Holidays, providing that the fol.lowing requirements are �`�' me t : � � a. A request to work on a specific Legal Holiday �nust b� made to the than the proceeding Thursday. Saturday, Sunday or Engineer no later b. Any work to 'oe dane �n the project on such a �"' specific Saturday, Sunday or Legal Holiday must be, in the opinion of the Engineer, essential to the timely completion of the project. � The Engineer's decision shalt be final in response to such a request for approval to w�rk on a specific Saturday, Sunday or Legal Holiday, and no extra compensation shall be �llowed to � the Contractor For any work performed on such a specific Saturday, Sunday or Legal �3oliday. �' �� Calendar Days shall be defined in C1-1.24 and the Contractor may work as he so desires. C7-7 (3) C7-7.7 TIME OF COMMENCEMENT AND CUMPLETION: The Contractor shall commence the working operations within the timP specified in the Contract Documents and set forth in the Wark Order. Failure to do so shall�be considered by the Owner as abandonment of the Contract by the Contractor and the Owner may proceed as he sees .fit. The Contractor shall maintain a rate of progres� such as will insure that �he whole work will be performed and the premises cleaned up in accordance with the Contract Documents and within the time established in such documents and such extension of time as may be properly authorized 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 completion of work, consideration will be given to unforseeable causes �eyond the control of and without the fault or negligence of the Contractor, including but limited to acts of the public enemy, acts of the Owner, fire, flood, tor�adoes, epidemics, quarantine restrictions, strikes, freight embargoes, or delays of sub-contractors due to such causes. When the dat� of completion is based on a calendar day bid, a request for extension of time because �f inclement weather will not be considered. A request for extension of time due to inability to obtain supplies and materials will be considered only when a r?view of the Contractor's purchase order dates and other pertinent data as requested by the Engineer indicates that the Contractor has made a bonafide attempt to secure delivery on schedule. This shall include efforts to obtain t'ne supplies and materials from alternate sources in case the first source cannot make delivery. If satisfactory ex�cution and completion of the contract should requi.re work and materiats in great�r amaunts o.e quantities than those s�t f�rth in the approved Contract Documents, then the contract ti.mA may be irlcr�ased by Change Order. C7-7.9 DELAYS: The Contr3ctor shall receive no com�ensation for delays or nindrances to the work, except when 3irect and unavoidabl{=_ extra cost to the Contractor is caused by the failure of the City to provid� inf�rmation or material, iF C7-7 (4? � 1 � 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 disap�roval; 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 equivalent extension of tizne, his application ' for which shall, however, be subject to the approval of the _ City Council; and .no such extension of time shall r�lease the Contractor or the surety on his per.Eormance bond from all his L obligations hereunder which shall remain in full force until the discharge of the contract. � � � C7-7.10 TIME OF COMPLETION: The time of completion is an essential element of the contract. Each bidder shall indicate in the appropriate place on the last page oF the Proposal the number of working days or calendar days that he will require to fully complete this contract or the time of completion wi11 be specified by the City in the Proposal section of the contract documents. The number of days r the time required to contract being bid � successful bidder „ completion specified indicated shall be a realistic estimat� of complete the work covered by the specific upon. The amount of time so stated by the or the City wi11 become the time of in the Contract Documents. �' For each calendar day that any work shall remain uncompleted after th2 time specified in the Contract nocuments, or the � increased time granted by the Owner, or as aiitomatically increased by additional work or znaterials ord�red after the contract is signed, the sum per day given in the following �, schedule, unless otherwise specified in other parts of the Contract Documents, will be deducted from monies due the ` Contractor, not as a penalty, but as liquidated damages T 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 tfl $ 100,000 $ 100,001 to $ 500,�J00 C7-7 (5) inclusive $ inclusive $ inclusive $ inclusive $ inclusive $ inclusive $ 35.00 45.00 63.00 105.00 154.00 210.00 $ 500,001 to $1,000,000 inclusive $ 315.00 $1,000,001 to $2,000,000 inclusive $ 420.00 $2,000,001 and over $ 630.00 The parties hereto understand and agree that any harm to the City caused by the Cont.ractor's delay in completing the work hereunder in the time sqecified by the Contract Documents would be incapable or v�ry difEicult of accurate estimation, and that the "Amount of Liquidated Damages Per Day", as set out above, is a reasonable forecast of just compensation due the City for harm caused by any delay. C7-7.11 SUSPENSION BY COURZ' ORDER: The Contractor shall suspend operations on such part or parts of the work ordered by any court, and will not be entitled to additional campensation 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 Owne.r be liable to the Contractor by virtue of any Court Order or action for which the Owner is not solely responsible. C7-7.12 TEMPORARY SUSPENSION: The Owner shall have the right to suspend the work operation wholly or in part for such period or periods of time as he may deem necessa.ry due to unsuitabl� 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. Dur.ing temporary suspension of work covered by this contract, for any reason, the Owner will make no extra payment for stand-by time of constructio� equipment and/or construction crews. If it should become necessary to suspend wor'K for an indefinite period, the Contractor shall store all materials in such manner that they will not obst.ruct or impede the public unnecessarily nor become damaged in any way, and he shatl take every precaution to orevent damage or deterioration of the work performed; he shall provide suitable drainage about the work, and erect te,npo.rary structures where nece�sary. Should the Contractor not be ablz to complete a portion of the project due to �auses beyond the �ontrol of and without the fault or negligence of the C�ntractor as set forth in Paragraph C7-7.8 EXTENSION OF THE 'rIME OE C�MPLETION, and should it be determined by rnutual consent of the Contractor_ and the Engir.eer that a solution to allow construc�tion to proceed is not avai�able witi�in a reasonable period of time, then the Contractor may be reimbursed f�r the cost of moving his equipment off the �ob and returning the necessary equipment to the job when it is determined by the Enqineer C7-7 (b) � , � � �'" � � � � � that construction anay be rasumed. Such reimbursement shall be based �n actu�l cost to the Contractor of moving the equipment and no profit will be allowed. No reimbursem�nt shall be allow�d if_ tk�e equipment i5 mov�d to another construction project for the City oF Fort Wort}i. The Contractor shall not suspend work without written notice from the Engineer and shall proceed with the work operations promptly when notiEied by the Engineer to so resum� operations. C7-7.13 TERMINATION OF CONTRACT DUE TO NATIONAL EMERGENCY: Whenever, because of National Emergency, so c�eclared by the President of the United �tates or �ther lawful author.ity, it become� impossible for the Contractor to obtain all o� the necessary labor, materials, and equipment for the prosecution o.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 �fforts w'nich have been �nade and listing al.l necessary it�ms of l�bor, materials, ana equipment not obtainable. If, after investig�tions, the Owner finds that such conditions existing and that the inability of the Contractor to uroceed is not attributable in whole or in part to the fa��lt or siegl�ct of the Contract, then 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}�irty days, the Contractor may request the Owner to �erminat� the contr.�ct and th� Owner may comply wit}1 the request, �nd th? termination shall be conditioned and based ��pon � Final ,�ettlement mutually acceptable to both th� Owner and the Contractor and f inal nayment siiall be mac�e in accordan;.e with the terms o.f t'ne agreed settlement, which shall include, but not AP limite3 tr�, t�he payment for all work execuL-ed but rio anticipate� orofits on work which has not been performed. C7-7.14 SUSPENSION OR ABANDONMENT OF THE WORK AND ANNULMENT OF CONTRACT: The work opPrat�ions on all �r any portion or section of the work under Cont.ract s'nall be suspendecl immediat�ly on written order o'� the Engineer or the Contract may b� d��cl.�red cance11P3 by the Ci.ty Council f.or aay good an:3 sufficient �ause. The £ollowing, !�y way of �xample, 'c�ut not oE limitation, may be considered grounds E�r susg�nsion o.c cancellation: a. Failure of the Contractor to commence work ooerations within th� tim� specified in the �Vork �Jrder issued by the �wner. -, �� 7-7 (7) � � , b. Substanti�l evidence that progress of the work operations by Contractor is insufficient to co�nnlete the work within the specified time. c. Failure of the Contractor to provide and maintain sufficient labor and equipment to properly execute the working operations. a 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 satisfactorily. f. Failure on the part of the Contractor to observe any requir�ments 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 w�rkmanship, or any defects of any nature the correction of which has been directed in writing by the Engineer or the Owner. h. 5ubstantial 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 indication that the Contractc�r has made an unauthorized assignment o.f the contract or any funds due ther�from for the benefit of any c.reditar or for any other purpose. J- k. If the Contractor shall for any cause whatsoever not carry on the working operation in an acceptable manner_ . If the Cont.ractor commences l�gal a�tion against the Owner. A copy of the suspension order or actio�n of the �ity Council shall be served on the Contractor's Sur�ti�s. When work is suspended for any cause or causes, or when the contract is cancelled, the Contractor shall discontinue the wor'K or such part thereof as the Owner shall designate, whereupon the Sureties may, at their o�tion, assume the contract or that portion thereoE which the Owner has ordered the Contractor to discontinue, and may perform th� same �r may, with the written �7-7 ( 8 ) � ' � � ' �. � � � � � consent of the �wner, sublet the work or that portion of tkze work as taken over, provided however_, that the Sureties shall ' ex�rcise their option, if at all, within two wee'Ks after the written notice t� 3iscontinue th� work nas been s�.r_ved upon the Cont.ractor �nd upon the Suretia_s or their authorized � agents. The Sureties, in such event shall assume the Contractor'S place in all respects, and shall be paid by the � Owner for all work performed by them in accordance with the terms of the Contract Documents. Al1 monies remaining due the Contractor at th� time o.E this default shall thereupon 'oecome � due and payable to the Sureties as the work progress�s, subject to all of the terms of the Contract Documents. In case the Sureties do not, within the hereinabove specified � time, exercise their ri�ht and op�ion to assume the contract .responsiUilities, �r that portion ther�oF which t'ne Owner has ordPred by the Contracto.r to discontinue, then the Owner shall � have the power to camplete, by contract or otherwise, as it may determine, t.ie work herein described or such part tii�reof aa it :nay deem necessary, and the Contractor her?to agr�es � that t'ne Owne.r shall have ttie .right to take possassion oE an3 use any materials, plants, tools, equipment, supplies, and property of any kind provided by the Contractor for the purpose of carrying ozi the work and to procure other tools, � equipment, materials, labor and pro�oerty for the comnletio.n of the work, �nd to charge to tne accaunt of the Contract�r oE said contract expense for labor, materials, tools, equipment, *" and all expenses incidental thereto. The ex�ense so c'narged shall be deducted by the Ownar .from such monies as may be due or may become due at any time tizerea�t�r to the �ontractor under_ and by virtue of the Contract .�:r any part t'n�re�f . T'nP � Owner shall not be requir�d to obtain the lowest bid for ttie work comnleting the contract, but the �xp�nse to be 4�p�.il�Cted __ shall be the actual cost of the owner ��f such work. � In case such expens�s shall exc:eed the amount whirh woald have been payable under the Contract if the same had been compt:�ted !^ by the Contractor, then the Con�cractor and his Suret.ies shall �, oay t!�e amount of such exces� to the City un noti;:� fro,n th� Owner oE the excess due. When any particular nart �E the wor'�c , is being ca.rried on by the Owner by contr.act or ot��:rwis� � undPr the provisions of this sec+:.ion, the Contractor shalt continue the remainaer of the w��•ric in conformity wi.th the terms of the Contract �ocuments a��d ia such a manner as to not �' hinder or intertere wit}i per£ormanre oE the wor'�: �y tl�e Owner. C7-7.15 FULFILLMENT OF CONTRACT: The Contract- will be � considered a5 having been fulfitled, �avy as pr�vided i►i any bo.nd or aonds or_ ��y law, when ��11 the work arlci a1L sections or ' parts of the projec� cover_e�l �y the Con�rart �oc��r,►ent� have � C7-7 (9) � been finished and completed, the final inspection made by the Engineer, and the final acceptance and final payment made by the Owner. C7-7.16 TERMINATION FOR CONVENIENCE OF THE OWNER: A. NOTICE OF TERMINATTON: The performance of the work under this contract may be terminated by the Owner in whole, or from time to time in part, in accordance with this section, whenever the Owner shall determine that such termination is in the best interest of the Owner. Any sucn termi�nation 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. Rece.ipt of the notice shall 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 conclusively presumed and established that such termination is made caith just cause as therein stated; and no prooP in any claim, demand or suit shall be required of the Owner regarding such discretionary action. B. CONTRACTOR ACTION: After receipt of a noticA oF termination, and except as otiierwise directed by the Engineer, the Contractor shall: 1. Stop work under the cont.ract qn 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 such portion of the work under tk�P contract as is not terminated; 3. 4. terminate all or_ders and subcontr_3cts to the extent that they relate to the oerformance of work tarminated by thz notice of termination; transfer title to the Owner and deliver in tha mann�r, at th� times, and to th� extent, if any, dir��c�ed by the Engineer: C7-7 (10) �.i � � L � 5. �. the f.�bric3t�d or t,zn`abricated �arts, work in pro::ess, comnl:�ted work, suvpli�s and other mat�rial �roduced as a part of, or acqui�=ed in connection wi�th the perforrnance of, the work terminated by the notice of termination; and b, the completed, or partially complet�d plans, drawing.s, informatian and otn�r property which, if the contract had been completed, wou13 Yiave been required to be furnished to the Owner. compl�te performance of such part oE the work as shall n�t have been te.rminated by the notice of termination; and 6. take such action as :nay be necessary, or as the Engineer may c�irect, for the protection and preservation of the prooerty related to its contract which is in the possession of_ the Contractor and in which the �wner has or_ fnay acquire the rest. � At a time not later than 30 days aiter the termination date specifa.ed in the no�ice of termination, the Contractor_ may submit to the � Engineer a list, certified as to quantity and � guality, of any or all items of tPrmination inve.ntory not previously disposed of, exclusive of ,,.� it�ms th� disposition of which has been dir�cted �r � authorized by the Engineer. Not later than 15 day� ther�aft�r, the Owner shall accept titte to such items pro��ided, that the list submitted shall 'oe �""' subject t� verification by the Engine�r up�n E,, removal of thf� it�ms or, iE the items are stor��d, within 45 days from the date of submission of th� � list, and any necessa_ry a3justments to correct t'�e list as submitted, shall be made prior to Final � settlement. � � �. C� C. TERMINATION CLAIM: Wi~hin 60 days afr_er notice o£ ter.mination, tlie Contr�ctor shall submit his termination claim to the Fngineer in i:he L-or_m and with the ce.rtification pres�riber� by the Engize`r_, Unl�ss one or more extens.ions in wri�ing ar�� granted by the Ownar upo�.i rF��uest ��E tn� Contractor, made in writing within such 60-3ay period or �uthorized extension thereof, ans� and all sach claims s,ialt be conclus.ively deeme:� wai�a�d. C7-7 (11) D. AMOUNTS: Subject to the provisions of Item C7-7.16tC), the Contractor and Owner may agree upon the whole or any part o.f the amount or amounts to be paid to the Contractor by reason of the total or partial termination of work pursuant hereto; provided, that such agreed amount or amounts shall nev�r exceed the total contract price as reduced by the amount of payments otherwise made and as furt�er reduced by the contract price of work not terminated. The contract shall be amended accordingly, and the Contractor shall be paid the agreed amount. No amount shall be due for lost or anticipated profits. Nothing in C7-7.16(E) hereafter, prescribing the amount to be paid to the Contractor 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 a.mount or amounts which may be agreed upon to be paid to the Contractor pursuant to this paragraph. E. FAILURE TO AGREE: In the ev2nt of the failure of the Contra�tor and the Owner to agree as provided in C7-7.16 (D) upon the whole amount to be paid to the Contractor by r�ason of the 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 reas�n of the termination and shall pay to the Contractor the amounts determined. No amaunt shall be due for lost or anticioated profits. F. DEDUCTIONS: In arriving 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 the Contractor, applicable to the terminated �o.rtion of this contract; (b) any claim which the Owner rnay have against the Contractor in connection with this contract; and (c) the agreed price for, or tne proceeds of sale of, any materials, suppli�s or other things kept by the Contractor or sold, pursuant to the provisions of this clause, and not otherwise recoverzd t�y or credited to the Owner. G. ADJUSTMENT: If the termination 'n�reunder be eartial, prior to the szttlement of the terminated portion oF this contract, the Contractor may file with the Engineer a request in writing F�r an C7-7 (12) 1�i ' �" 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 agreed upon shall be made in such price or prices; nothing contained herein, however, shall limit th� 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: Notk�ing 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 precautions and programs in connection with the work at all times and shall assume all responsibilities for their �.,. enforcement. The Contractor shall laws, ordinances, and property from injury, with the work. � � , , , ' comply with federal, state, regulations so as to protect including death, or damage in and local person and connection � C7-7 (13> , � � � �� PART C - GENERAL CONDITIONS C8-8 MEASUREMENT AND PAYMENT 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 Zabor, 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 item of the work complete in place and in �„ a satisfactory condition for operation. �"' C8-8.3 LUMP SUM: When in the Proposal a"Lump Sum" is set forth, the said "Lump Sum" shall represent the total cost for �` the Contractor to furnish all labor, tools, materials, .; machinery, equipment, appurtenances, and all subsidary work necessary for the construction and completion of all the work -� to provide a complete and functional item as detailed in the � Special Contract Documents and/or Plans. C8-8.4 SCOPE OF PAYMENT: The �ontractor 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�z defects or obstructions which may arise or be encountered duriny the prosecution of the work at any time � � C8-8 (1) before its final acceptance by the Owner, (except as provided in paragraph C5-5.14) for all risks of whatever description connected with the prosecution of the work, for all expense incu.rred 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, ropyrights, or other legal reservations, and for completei,ng the work in an accepta�le manner according to the terms of �the Contract Documents. The payment of any current or partial estimate prior to final acceptanc� of the work by the Owner shall in no way constitute an acknowledgment of the acceptance of the work, materials, or equipment; nor in any way prejudice or affect the obligations of the Contractor to repair, correct, renew, or replace at his own and proper expense any defects or imperfections in the construc�ion or in the strength or quality of the material used or equipment or machinery furnished in or about the cons�ruction of the work under contract and its appurtenances, or any damage due or attributed to such defects, which defects, imperfection, or damage shall hav� 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 the same as provided herein. C8-8.5 PARTIAL ESTIMATES AND RETAINAGE: Between the lst and 5th day ot� each month the Contract�r shall submit to the Engineer a statement showing an estimate of the value of the work done during the pr�vious month, or estimate pPriod under the Contract Documents. No�t later than the lOth day of the month the Engineer shall veri.fy 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 d�llars ($100.00) in amount, 90$ of such estimated sum will be paid to the Contractor if the total contract amc�unt is less than $400,000, or 95$ of such estimate3 sum will be paid to the Cont�actor �.f the total contract amount is $400,000 or greater within twenty-fiv� (25) days aFt�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�rishable materials d�liv�red to the work which are to be incorporate� into t'ne wor;c as a permanent part thereof, but which at the th� time of th� estimate tlave not been installed. (such payment will be allowed on a basis of 85� of the net invoice value thereof.) The Contracco.r shall furnish the Engineer such information as he may rpquest to aid C8-8 (2) � , � � l.. � C him as a guide in the verification or the preparation of partial estimates. responsibilities under the Contract Documents. 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 error in any previous estimate,and such estimate shall not, in any respect, be taken as an admission of the Owner of the amount of work done or of its quality of sufficiency, or as an acceptance of the work done or the release of the Contractor of any of his � The City reserves the right to withhold the payment of any monthly estimate if the contractor fails to perform the work � strictly in accordance with the specifications or provisions of this contract. C8-8.6 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 tk�e 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 notif� 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 �ontract Documents and all approved rnodifications thereof, the Engineer will initiat� 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 part of the �Contractor, a final estimate showing the value of the work ' will be prepared by the Engineer as soon as the necessary measurements, computations, and checks can be made. Al1 prior subject to payment. �. � estimates upon which payment has been made are necessary corrections or r�visions in the final C8-8 (3) The amount ot the final estimate, less previous payments and any sum that have been deductea or retained under the provisions of the Contract Documents, will be paid to the Contractor within 60 days after final accep�ance by the Owner on a proper resolution of the City Council, provided the Contractor has f.urnished to the Owner satisfactory evidence of payment as follows: Prior to submission of the �inal estimate for payment, the Contractor shall execute an affidavit, as Furnished by the City, certifying that all persons, £irms, associations, corporations, or other organizations furnishing labor and/or materials have been paid in full, that the wage scale established by the City Council in the City of Fo.rt Worth has been paid, and that there are no claims pending for pzrsonal i�jury and/or property damages. The acceptance by the Contractor af the last or final payment as aforesaid shall operate as and shall r�lease the Owner from all claims or liabilities under the Co�tract for anything done or furnish�d or relating to the work under Contract Documents or any act or neglect of said City relating to or connected with the Co�ntract. The making of the final payment by the Owner shall not relieve the Contractor of any guarantees or other requ.ir�ments of the Contract Documents which specifically continue thereafter. C8-8.9 ADEQUACY OF DESIGN: It is understood that the Owner believes it has employed competent Engineers and desig�ers to prepare th� Contract Documents and all modifications of the approved Co�tract Documents. 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 st.ructure, and the practicability of the operations of the completed project, provided the Contractor has complied with the requirements of the said Contract Documents, a11 approved modifications thereof_, and additions and alterat'ions thereto approved in writing by the Owner. The burden of proof of such compliance shall be upon the Contractor to show that he has complied with the 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 nor any provision in the Contract �ocume�ts nor partial or entire occupancy or use of the pre�nisPs by the Owner shall'constitut� an accentance �f work not done i� accordance witn the Contract Documents or relieve the Contractor of'liability in respect to any exoress warranties or responsibility for faulty matarials or workmanship. The Contractor shall remedy any defects or damages in the work and C8-8 (4) � ' I"' , pay for any damage to other work resulting therefrom which shall appear within a period of one year from the date of final acceptance of the work unles� a longer period is specified andshall furnish a g4od and sufficient maintenance �`" bond in the amount of 100 percent of the amount of the contract which shall assure the perEormance of the general � guaranty as above outline. The Owner will give notice of observe3 defects with reasonable promptness. �" C8-8.11 SUBSIDIARY WORK: Any and all work specifically _ governed by documentary requirements for the project, such as conditions imposed by the Plans, the General Contract Documents or these Special Contract Documents, in which no specific item for bid has been provided for in the Proposal, �" shall be considered as a subsidiary item of work, the cost of which sha11 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 v�rious bid items in tr�e 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 mat�rial will be made for only that amount of �""` material used, measu.red to the nearest one-tenth unit. � Payment for misc�llaneous placement �f 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 Engine�r upon completion r'" of the work. -w r 1 � � � C8-8 (5) � � � � � � � 1 1 1 � 1 � � 1 i 1 1 �� 0 Supplementary Conditions to Secti�n C L � SECTION C1: SUPPLEMENTARY CONDITIONS TO PART C- GENERAL CONDITIONS A. General These Supplementary Conditions amend or supplement the General Conditions of the Contract and other provisions of the Contract Documents as indicated below. Provisions �'' which are not so amended or supplemented remain in full force and affect. � B. C3-3.2 MINORITY BUSINESS ENTERPRISE/WQMEN-OWNED BUSINESS ENTERPRISE COMPLIANCE: Pa�e 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 (MBE) and/or a � Woman Business Enterprise (WBE) on the contract and payment therefore. Contractor �,;, further agrees to permit an audit andlor examination of any books, records or files in its possession that will substantiate the actual work performed by an MBE and/or WBE. � The misrepresentation of facts (other than a negligent misrepresentation) and/or the commission of fraud by the Contractor will be grounds for termination of the contract and/or initiating action under appropriate federal, state or local laws or ordinances � relating to false statements; further, any such misrepresentation (other than 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. �3-3.7 BONDS.: Page C3-3 (3), the paragraph after subparagraph d. Chan�e the P'" paragraph to read as follows: `� "No sureties will be accepted by the owner which are at the time in default or delinquent � on any bonds or which are interested in any litigation against the Owner. All bonds shall � be made on the forms furnished by the Owner and 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 W 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 RETAINAGE: Page C8-8 (2), should be deleted in its entirety and replaced with the following: �' Partial pay estimates shall be submitted by the Contractor or prepared by the City on the 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 followin? 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 P�• 1 � 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%). � Contractor shall pay subcontractors in accord with the subcontract agreement within five (S) �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 pa.rtial pay estimates and payment of same will be subject to correction in the estimate rendered � following the discovery of the mistake in any previous estimate. Partial payment by Owner for the amount of work done or of its quality or sufficiency or acceptance of the ' work done; shall not release the Contractor of any of its responsibilities under the u Contract Documents. I�. The City reserves the right to withhold the payment of any partial estimate if the Contractor fails to perform the work in strict accordance with the specifications or other � provisions of this contract. E. C3-3.11 INSiJRANCE: Page C3-3 (5): Delete subparagraph "a. COMPENSATInN � INSiTRANCE" r F. C3-3.11 INSiTRANCE: Page C3-3 (6): Delete subparagraph "g. LOCAL AGENT FOR INSURANCE AND BONDING" �,,, G. C6-6.12 CONTRACTOR'S RESPONSIBLITY FOR DAMAGE CLAIMS: 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 k,,,, officers, agents, employees, subcontractors, licensees or invitees, whether or not any such iniury. dama�e or death is caused. in whole or in nart. by tl:e negli�ence or � alleged ne�li,gence of Owner. its o('fzcers, servants, or en:�lovees. Contractor likewise covenants and agrees to indemnify and hold hannless 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 inir�ry or damaQe is cacrsed in , wliole or in nart by the ne�ligence or alleQed ne�li�ence of Otiv�ter. its officers. servants � _ _ _. Revised Pg. 2 � 6/04/99 �.r � � � � � � 1 ' , ' � ' � � 1 ' 1 � � Revised 6/04/99 0 or emvlovees.. 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. Pg. � ' � � � � � 1 � � ' � � �I , � � � 1 � G �art D - Special� Conditions � 0 I�I C �!' � l�l � � � � � �� u � L�J II � u u PART D - SPECIAL CONDII�IONS D-1 AWARD OF CONTRACT ...........................................� ........................................:: SC-4 D-2 SUBMISSION OF CONTRACT DOCUMENTS ..........� ......................................... SC-4 D-3 GENERAL ................................................................. .........,.............................. SC:-5 ... D-4 TAX EXEMPTIONS .................................................. .......................................... SC-7 D-5 PROJECT DESIGNATION ........................................�........................................... SC-7 D-6 EQUAL EMPLOYMENT PROVISIONS ....................._.........:�................................. SG7 D-7 PRE-CONSTRUCTION CONFERENCE :..................� . . .. SC-7 ..... .......... .. ................ D-8 COORDINATION MEETINGS ................................... ........................................... SG7 D-9 PROJECT ABANDONMENT ..................................... .......................................... SC-7 D-10 BREAKDOWN OF BID PROPOSAL .........y .............. ............................................ SC-7 D-11 INDEMNIFICATION ................................................. ............................................ SC-7 D-12 CONTRACTOR COMPLIANCE WITH WORKER'S �OMPENSATION LAW ......... SG8 D-13 MINORI7Y AND WOMENS BUSINESS ENTERPRI�E (M/WBE)COMPLIANCE...SC-10 D-14 CALENDAR DAY � .................................�............................................ SC-12 ................... D-15 SUBSIDIARY WORK .............................................. ............................................ S�-12 D-16 WAGE RATES ........................................................ ........:................................... SC-12 D-17 EASEMENTS AND PERMITS ................................. ............................................ SC-15 D-18 COORDINATION WITH FORT WORTH WATER D PARTMENT ........................ SC-1�5 D-19 DAMAGE TO PRIVATE PROPERTY ..................... .............................................�SC-15 D-20 SHOP DRAWINGS ............................................... ............................................•�SC-15 D-21 CROSSING OF EXISTIN.G 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 SIGNS ................ .............................................. SC-18 D-29 EXAMINATION OF SITE ........:.............................. .............................................. SC-19 D-30 ZONING COMPLIANCE ........................................ ............................................... SC-19 D-31 WATER FOR CONSTRUCTION ........................... .. ................................. SC-19 �, .......... . D-32 WASTE MATERIAL ............................................... .. . . . .. ... ..... .. . . . . C-19 . . . .. . . . . .... . . ........ S °D-33 CLEANUP FOR FINAL ACCEPTANCE .................�.............................................. SC-19 D-34 PROPERTY ACCESS .......................................... ............................................... SC-19 D-35 CONSTRUCTION�SCHEDULE AND SEQUENCIf�� OF WORK .......................... SC-19 D-36 SAFETY RESTRICTIONS - WORK NEAR HIGH OLTAGE LINES ..................... SC-19 D-37 CONTRACTOR'S RESPONSIBILITY FOR DAM E CLAIMS ............................. SC-20 D-38 SANITARY FACILITIES FOR WORKERS ............ ............................................... SC-21 D-39 LEGAL RELATIONS AND RESPONSIBILITIES � THE PUBLIC ........................ SC-21 D-40 RIGHT TO AUDIT ............ .............................. ............................................... SC-21 .... . . D-41 INCREASE OR DECREASE IN QUANTITIES .... , ............................................... SC-22 D-42 CUTTING OF CONCRETE ................................. ................................................. SG22 D-43 PROJECT DESIGNATION SIGN ........................_................................................ SG23 D-44 CONCRETE SIDEWALK AND dRIVEWAY REPL�ACEMENT ............................... SC-23 D-45 MISCELLANEOUS PLACEMENT OF MATERIAI� ................................................. SC-23 D-46 TYPE "C" BACKFILL .......................................... � ................................................. SC-23 D-47 CRUSHED LIMESTONE BACKFILL .................. ................................................. SC-24 D-48 2:27 CONCRETE ............................................... .................................................. SG24 D-49 TRENCH EXCAVATION, BACKFILL AND COM�ACTION ................................... SC-24 po�,8�9 sc_, u PART D - SPECIAL CONDITIONS D-50 PAVEMENT REPAIR (E2-19) ............................................................................... SG25 D-51 TRENCH SAFETY SYSTEM FOR WATER DEPARTMENT PROJECTS ONLY... SC-26 D-52 SANITARY SEWER MANHOLES ......................................................................... SG27 D-53 SANITARY SEWER SERVICES ...........................:............................................... SC-30 D-54 NOT USED ............................................................................................................ SC-31 D-55 REMOVAL, SALVAGE AND ABANDONIVIENT 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 SPOIUFILL MATERIAL ................................................................ SC-33 D-60 � MECHANICS AND MATERIALMEN'S LIEN .............................................:............ SC-34 D-61 SUBSTITUTIONS .................................................................................................. SC-34 D-62 PRECONSTRUCTION TELEVISION 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 TELEVISION 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 . , r D-69 PROTECTION OF TREES, PLANTS AND SOIL ................................................... SC-42 D-70 SITE RESTORATION ............................................................................................ SC-42 D-71 STANDARD PRODUCT LIST ................................�.........................................,...... SC-42 D-72 STATE REVOLVING FUND (SRF) REQUIREMENTS .......................................... SG-43 °D-73 TOPSOIL, SODDING AND SEEDING ................................................................... SC-43 D-74 CONFINED SPACE ENTRY PROGRAM .............................................................. SC-48 D-75 � SUBSTANTIAL COIViPLETION 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 ............................................................. SG50 80.1 POLYVINYAL (CHLORIDE PVC) WATER PIPE ................................................... SG51 80.2 BLOCKING ............................................................................................................ SC-51 80.3 TYPE OF CASING PIPE ...................................................................................:... SG51 80.4 TIE-INS ...................................................................: ............................................. SG51 80.5 CONNECTION OF EXISTING MAINS .......................,...:...................................... SC-51 80.6 VALVE CUT-INS ................................................................................................... SG52 80.% WATER SERVICES .............................................................................................. SG52 80.8 2-INCH TEMPORARY SERVICE LINE ................................................................. SG54 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 ................................................................................. SC-56 80.14 'DUCTILE IRON AND GRAY IRON FITTINGS ...................................................... SC-56 D-81 SPRINKLING FOR DUST CONTROL ................................................................... SC-57 D-82 DEWATERING ......................................................r............................................... SC-57 D-83 TRENCH EXCAVATION FOR DEEP TRENCHES ................................................ SC-57 D-84 TREE PRUNING ................................................................................................... SC-57 l-'�J �li n � � CI f'-9 � I' I � �I �I LJ � �� L'J I'� o��s�ss SC-2 � � a 0 � � � � � � � � � � � � � � � � � �: � .. o��siss PART D - SPECIAL CONG{TIONS , TREEREMOVAL ................................................... ............................................. SC-59 TESTHOLES ........................................................ ............................................. SC-59 0 S C-3 � O PART D - SPECtAL CONDITIONS FOR: Main 390 Drainage Area Sanitary Sewer Systems Rehabilii�tion and lmprovemenis (Group 6, Contract 1), Part 17, Units 1-5. Sewer Project' No. PS46-070460410280 D-9 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 fime before the contractor begins any construction work authorized by the City. Award, if made, shalf be to the responsive low bidder. � The following �shall apply for contract documents with multiple units of work. Each unit represen�s 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 the units, or all of the units. Award of contract(s), if made, shall be to the responsive low bidder for each individual unit. li,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 MNVBE reports for each Unit included in tfie 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 SUBMtSSION 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 d�ie will be set at the pre-construction conference. The contractor(s) shalf 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) shafl 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 M/WBE compliance contractars 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 L' L � u � �' L' l� �' � I�� u �� l�'J o��aiss SC-4 a u 0 � II� � �� I� PART D - SPECIAL COND TIONS Trench Safety Design (if required) Confined Space Entry Program � Name and number of a responsible person for off hour�:mergencies Project schedule which must reflect a project compl ion date to be determined by the completion time period stipulated in the proposal secti�. The pre-construction conference is intended as a� forum befinreen the contractor and the appropriate City staff to go over the project in detail and to aff�rd the contractor the opportunity to submit all the required documents listed above. � If the contractor fails to submit any of the required document. ,, 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 discrepar �ies between various parts of the Contract Documents subject to the ruling of the Engineer ��all generally, but not necessarily, follow the guidelines listed below: . 1. Plans j'"� 2. Contract Documents V 3. Special Conditions LJ � I�� I�� I LJ The following Speci�l Conditions shall be applicable to thi�project and shall govern over any conflicts with the General Contract Documents under t., provisions stated above. The Contractor shall be responsible for defects in this pr � ect due to faulty materials and workmanship, or both, for a period of one (1) year from date��f final acceptance of this project by the City Council of the City of Fort Worth and will be requirea to replace at his expense any part or all of this project which becomes defective due to these c� ses. The City reserves the right to abandon, without obligatio to the Contractor; any part of the project, or the entire� project, at any time before the Cont ctor begins any construction work authorized by the City. Contract, if awarded, shall be as des :�ibed in "Award of Contract" above. Subject to modifications as herein contained, the Fort ��.'orth Water Department's General �ontract Documents and General Specifications, with late revisions, are made a part of the General Contract Documents for this project. The Plans, th ��e Special Contract Documents and the rules, regulations, requirements, instructions, drawings o details referred to by manufacturers name, or identification include therein as specifying, re�rring or implying product control, performance, quality, or other shall be binding upon the contractor. The specifications and drawings shall be considered cooperative; therefore, work � material called for by one and not shown or mentioned in the other shall be accomplished .r furnished in a faithful manner as though required by all. � Any Contractor pertorming any work on Fort Worth water o sanitary sewer facilities must be pre- qualified with the Water Department to perform such rk in accordance with procedures described in the current Fort Worth Water Department � neral Specifications, which general specifications shall govern performance of all such work. � o�lsiss SC-5 PART D - SPECIAL CONDITIONS This contract and project, where appiicable, may also be governed by the two following published specifications, e�ccept as modified by these Special Provisions: 1. STANDARD SPECIFICATIONS FOR STREET AND STORM DRAIN CON�TRUCTION - CITY OF FORT WORTH ' � 2. STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION - NORTH CENTRAL TEXAS A copy of either of these specifications may be purchased'at the office'of the Transportation and Public Works Director, 1000 Throckmorton Street, 2nd Floor, Municipal Building, Fort Worth, Texas 76102. The specifications applicable to each pay item are indicated by the call-out for the pay item by the designer. If not shown, then applicable published specifications in either of these documents may be followed at the discretion .of the Contractor. General Provisions shall be those of the Fort Worth document rather than Division �1 of the North Central Texas document. Bidders shall not separate, detach or remove �any portion, segment or sheets from the contract document at any time. Failure to bid or fully execute contract without retaining contract documents intact may be grounds for designating bids as "non-responsive" and rejecting bids or voiding contract as appropriate as determined by the City Engineer. INTERPRETATION AND PREPARATION OF PROPOSAL: A. DELIVERY OF PROPOSAL: No proposal will be considered unless it is delivered, accompanied by its proper Bid Security, to the Purchasing Manager or his representative at the official location and stated time set forth in the "Notice to Bidders". It is the Bidder's sole responsibility to deliver the proposal at the proper time to the proper place. The mere fact that a proposal was dispatched will not be considered. The Bidders must have the'proposal actually delivered. Each proposal shall be in a sealed envelope plainly marked with the word "PROPOSAL", and the name or description of the project as designated in the "Notice to Bidders". The envelope shall be addressed to the Purchasing Manager, City of Fort Worth Purchasing Division, PO Box 17027, Fort Worth, Texas 76102. B. WITHDRAWING PROPOSALS: Proposals actually filed with the Purchasing Manager ac nnot be withdrawn prior to the time set for opening proposals. A request for non-consideration of a proposal inust be made in writing, addressed to the City Manager, and filed with him prior to the time set for the opening of proposals. After all proposals not requested for non- consideration are opened and publicly read aloud, the proposals for which non-consideration requests have been properly filed mav, 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 receive� within forty-eight (48) hours after the proposal opening' time, no further consideration will be given to the proposal. o��aiss SC-6 � I�I �� LiJ f!' L�l � � LJI , PART D - SPECIAL CONDIT;ONS D-4 TAX EXEMPTIONS: This contract� is issued by an ��rganization which ualifies for q exemption pursuant of the provisions of Article 20.04(F) of the ��xas Limited Sales, Excise and Use Tax Act. All equipment and materials not consumed by or incorporated into the project construction, are subject to State sales tax under House Bill �1 r, enacted August 15, 1991. All such taxes shall be included in the various amounts on the �roposal Form. The successful Bidder shall be required to submit a breakdown between I��or and material costs prior to execution of the contract. D-5 PROJECT DESIGNATION: Construction under the ., Special Documents shall be performed under the Project Designation: Project No. PS46-07� 60410280 D-6 EQUAL EMPLOYMENT PROVISIONS: Contractor s. all comply with City Ordinance Number 7278 as amended by City Ordinance Number 7400 (F�rt Worth City Code Sections 13- A-21 througH 12-A-29) prohibiting discrimination in employment��ractices. . . The Contractor shall post the required notice to that effect on t� project site, and at his request, . will be provided assistance by the City of Fort Worth's Equal ;mployment Officer who will refer any qualified applicant he may have on file in his office to th Contractor. Appropriate notices may be acquired from the Equal Employment Officer. � D-7 PRE-CONSTRUCTION CONFERENCE: Before the construction conference shall be held with representatives of Engineering Department, City Water Department, City Public City Departments (such as Traffic), interested utility comp� electric), Design Engineer and the successful Contractor. C operations a� the pre-constructinn conference. D-8 COORDINATION MEETINGS: For coordination pu site may be required to maintain the project on the desired present at all meetings. aject work order is issued, a pre- � following agencies present: City orks Department, other interested :s (such as gas, telephone, and tractor shall submit a schedule of es, weekly meetings at the job edule. The Contr.actor shall be D-9 PROJECT ABANDONMENT: The tCity reserves the r`ght to abandon, without obligation to the Contractor, any part of the project, or the entire projec�' at any time before the Contractor � begins any construction work authorized by the City. � � �D-10 BREAKDOWN OF BID PROPOSAL: When request by the Engineer, the Contractor shall furnish a cost breakdown of those bid items shown in th Proposal as lump sum items. This information is for use in the preparation of a recommendation _ the City for award of contract. � � u l�J D-11 INDEMNIFICATION: The Contractor agrees to fulM indemnify and save whole and harmless the City, Owner and Engine�r from all costs or� c��mages arising out of any real or asserted claim or cause of action against it of any kind or ch� -acter and in addition from any and all costs or damages arising out of any wrongs, injuries, de-iands or suits for damages, either real or asserted, claimed against it tha� may be occasione ' by any act, omission, neglect or misconduct of the said Contractor, his agents, servants and �mployees. The Contractor fiurther ag�e�s to comply with all applicable laws, regulations, or inances, building and construction codes of the City of Fort Worth and State of Texas and with � ny regulations for the protection of workers which may be promulgated by the Govemment a �:d shall protect such work with all � o��a�s SG7 L"J PART D - SPECIAL CONDITIONS necessary lights, barriers, safeguards and warnings as are provided for in said specifications and in the ordinances of said City. D-12 CONTRACTOR COMPLlANCE WITH WORKER'S COMPENSATiON LAW: A. Definitions: 1. Certification of coverage ("certificate") authority to self-insure issued by the TWCC-82, TWCC-8�, or TV1/CC-84), coverage for the person's or entity's duration of the project. . A copy of a certificate �of insurance, a certificate of commission, or a coverage agreement (TWCC-81, showing statutory workers' compensation insurance employees providing services onn a project, for the 2. Duration of the project - includes the•time until the contractor's/person's work on the the governmental entity. from the beginning of the work on the project project has been completed and accepted by 3. Persoi�s 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, o�ce supply deliveries, and delivery of portable toil�ts. � B. The Contractor shall provide coverage, based on proper reporting of classification codes and payroll amounts and filing of any coverage agreements, which meets the statutory requirements of Texas Labor Code, Section 401.011(44) or all employees of the Contractor providing services on the project, for the duration of the project. � C. The Contractor must provide a certificate of coverage to the governmental entity prior ta� being awarded the contract. D. If the coverage period shown on the contractor's current certificate of coverage ends during the duration of the project, the contractor must, prior to the end of the coverage period, file a new certificate of coverage with the governmental entity showing that coverage has been extended. E. The Contractor shall obtain from each person providing services on a project, and provide the governmental entity: 1. A certificate of coverage, prior to that person governmental entity will have on file certificates persons providing services on the project; and L � �� L� L-J ,i� �� C � � u -��- � � beginning work on the project, so the � of coverage showing coverage for all -�� o��aiss SC-8 O II� 0 � I!I � � � L�J �' � L� L*l u � L�l I�l PART D - SPECIAL CONDI�ONS 2. No later than seven days after receipt by the contractc�, a�new certificate of coverage showing extension of coverage, if the coverage period's ;own on the current certificate of coverage ends during the duration of the project. F. The contractor shall retain all required certificates of cover�„�e for'the duration of the project and for one year thereafter. � � G. The contractor shall notify the governmental entity in wri� �g by certified mail or personal delivery, within ten (10) days after the contractor knew or st ould have �known„ of any change that materially affects the provision of coverage of any �erson providing services on the project. H. The contractor shall post on each project" site a notic in the text, form and manner prescribed by the Texas Worker's Compensation Commissi n, informing all persons pr.oviding services on the project that they are required to be cover •, and stating how a person may verify coverage and report fack of coverage. ` I. The contractor shall contractually requ'sre each person � ith whom it contracts to provide services on a� praject, to: 1. Provide coverage, based on proper reporting on classi tio� codes and payroll amounts and filing of any coverage agreements, which meets t� statutory requirements of Texas Labor Code, Section 401.011(44) for all of its employe providing services on the�°pro�ect, for the duration of the project; 2. Provide to the Contractor, prior to that person beginnii,g w'ork on the project, a ce�tificate of coverage showing that coverage is being provide for all employees of the person providing services on the project, for the duration of th project; � 3. Provide the Contractor, prior to the end of the co rage period, a new certificate of coverage showing extension of coverage, if the cov rage period shown on the current certificate of coverage ends during the duration of the roject; 4. Obtain from each other person with whom it contracts, and, provide to the Contractor: a.) A certificate of coverage, prior to the other person .aeginning work on the project; and b.) A new�certificate of coverage showing extension �f coverage, prior to the end �of the coverage period, if the coverage period shown o��he current certificate of coverage ends during the duration of the project. 5. Retain al1 required certificates of coverage on fife fc ' the duration of the project and for one year thereafter. 6. Notify the governmental entity in writing by certified ° Tnail or persona{ delivery, within ten � (10) days after the person knew or should have krown, of any change that materially affects the provision of coverage of any person provi�ing services on t he projec t; an d U � � o��8�ss SC-9 LJ PART D - SPECIAL CONdITIONS 7. Contractuaily require each person with whom it contracts, to perForm as required by paragraphs (1)-(7), with the certificates of coverage to be provided to the person for whom they are providing services. 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 compensatiqn coverage for the duration of the project, that the coverage will be based on proper reporting of classification codes and payroll amounts, and that all coverage agreemet�is will be filed with the appropriate insurance carrier or, in the case of a self- insured, with" the commission's Division of Self-Insurance Regulation. Providing false or misleading infiormation may subject the contractor to administrative, criminal, civil penalties or other civil actions. 9. The contractor's failure to comply with any of these provisions is a breach of contract by the contractor which entitfes the governmentaf 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 Worke'r's Compensation Act or other Texas Worker's Compensation Commission rules. This notice must be printed with a title in at least 30 point bold type and text in at least 19 point normal type, and shall be in both English and Spanish and any other language common to the worker population. The text for the notices shall be the following text, without any additional words or changes: "REQUIRED WORKER'S COMPENSATION COVERAGE The law requires that each person working on this site or providing services related to this construction project must be covered by workers' compensation insurance. This includes persons providing, hauling, or delivering equipment or materials, or providing labor or transportation or other service related io 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 (MIWBE) COMPLIANCE: ln accordance with 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 �ity 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. I'J LJ � !�I L'J C'�� u L L: � �� i�� LJ � � � o��a�ss SC-10 � � � � � �L�'J � � l�� u [!1 �� L�' � PART D - SPECIAL CONDI �ONS The M/WBE UTILIZATION FORM, M/WBE GOALS WAIVE� 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 non-responsive. Upon request, contracior agrees to provide the City complete ard accurate information regarding actual work performed by a Minority or Women Business Enterp� ise (M/WBE) on the contract and payment thereof. Contractor further agrees to permit an audit �nd/or examination of any books, records or fifes in its possession that will substantiate the ac al work performed by an MBE and/or WBE. The misrepresentation of acts (other than a negli nt misrepresentation) and/or the commission �of fraud by the Contractor will be grounds for t mination of the contract and/or initiating action under appropriate federaf, state, or local'" law or ordinances relating to fafse statement. Further, any such misrepresentation (other tha a negligent misrepresentation) and/or commission of fraud wil{ result in the Contractor being d termined to be irresponsible and barred from participating in City work for a period of time of not �ss than three years. . .. The City will consider the contracto�'s performance regar ng its M/WBE program in the evaluation of bids. Failure to comply with� the Cit�r's M/WBE O inance, or to demanstrate "good faith effort", shall result in a bid being4rendered non-responsive o specifications. Contractor shall provide copies of subcontracts or co-sig M/VVBE subcontractors prior to issuance of the Notice to Pr� monthly reports on utilization of the subcontractors to the Cit� letters of intent with approved �. Coniractor shall also provide /V1/BE office. • The Contractor may count first and second tier subcontractor� and/or suppliers toward meeting the goals. The Contractor may count toward its goal a portio� of the total dollar amount of the contract with a joint venture equal to the percentage of th M/WBE participation in the joint venture for a clearly defined portion of the work to be perForm . All M/WBE contractors used in meeting the goals must be certified prior to the award of the C��ntract. The M/WBE contractor(s) must be certified by either the North Central Texas Regional rertification Agency (NCTRCA) or Texas Department of Transportation (TxDOT), Highway Divisi �n and must be located in the nine (9) county marketplace at time of bid. The Contracto shall contact all such M/WBE subcontractors or suppliers prior to listing them on the M/WBE ,�tilization or good faith effort forms as applicable. Failure to contact the listed M/VVBE subcontra � tor or supplier prior to bid opening may result in the rejection of bid as non-responsive. � Whenever a change order affecis the work of an M/WBE su�contractor or supplier, the M/WBE shail be given an oppo�tunity to perform the work. Whenever � change order exceeds 10°l0 of the originaf contract, the M/WBE coordinator sha11 determine the�goa1s app1icable to the work to be performed under the change order. During the term of the contract the contract shall: 1. Make no unjustified changes or deletions in it's ,�I/WBE participation commitments submitted with or subsequent to tha bid, and, 2. If substantial subcontracting and/or substantial suppli Y opportunities arise during the term of the contract which the contractor had represented e would pe�farm with his forces, the contractor shall notify the City before subcontracts or urchase orders are let, and shall be required to comply with modifications to goals as dete mined by the City, and , � o��a�ss SC-11 PART D - SPECIAL CONDITIONS 3. Submit a REQUEST FOR APPROVAL OF CHANGE FORM, if the contractor desires to change or delete any of the M/VUBE subcontractors or suppliers. Justification for change may be granted for the following: a. Failure of Subcontractor to provide evidence of coverage by Worker's Compensation Insurance.. b. Failure of Subcontractor to provide required general liat�ility of other insurance. c. Failure of Subcontractor to execu�e a standard subcontract form in the amount, of the proposal used by the Contractor in preparing 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/WBE 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 Part C-General Conditions, in its entirety and substitute the following new paragraph: C1-1.24 Calendar Day: A Calendar day is any d'ay of the week or month. The Contractor will not be allowed to work on Sundays 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 which 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 and minimurr� wage rates set fo�th 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 shall 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 PREVAILlNG WAGE RATE FOR 1995 CLASSIFICATION Air Tool Operator Asphalt Raker RATE $7.554 $8.565 CLASSIFlCAT10N Form Liner Form Setter (Pav & Curb) RATE $8.913 $8.686 o�r8�ss SC-12 � � � � 1 � � � � � � � � � i � � t � Asphalt Shoveler Batching Plant Weigher Batterboard Setter Carpenter � Concrete Finisher (PAV) Concrete Finisher (STRS) Concrete Rubber Electrician Fiagger Form Builde� (STRS) 0 , PART D- SPECIAL CONDIT� ONS $8.255 $9.371 $8.920 $9.447 $9.345 $9.058 $7.733 $12.761 $5.598 $8.717 Form''etter (Structures) Labo r, Common Labo� r, Utility Mech, nic Oiler ` Servi er � Piled aver Pipet,�yer Blas�r � 05/18/99 SC-13 $8.427 $6.402 $7.461 $10.658 $8.698 $8.104 $7.500 $8.509 $11.333 PART D - SPECfAL CONDITIONS CLASSIFICATION °RATE CLASSiFiCATION POWER EQUIPMENT OPERATORS, Asphalt Distributor $8.404 Asphalt Paving Machine $9.053 FBroom or Sweeper Operator $7.908 Bulldozer, 150 HP or Less $8.703 Bulldozer, Over 150 HP $9.160 Concrete Paving Curing 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 '/2 cy) $9.513 Crane, Clamshell, Backhoe, Derrick, Dragline, Shovel (1 %2 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 %2 �Y or Less) $$•$23 Front Ent Loader (Over 2 %z CY) $9.311 Hoist (Double Drum & Less) . $8.917 � Milling Machine Operator $6.650 Mix�r (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 Roller, Steel Wheel (Plant-Mix Pavements) Roiler, Steei Wheel (Flatwheef or Tamping) Rofler, Pneumatic Self-Pro Scraper -17 CY & Less Scraper - Over 17 CY Side Boom Tractor - Crawler Type (150 HP & Less) Tractor - Crawler Type (Over 150 HP) Tractor - Pneumatic Traveling Mixer Trenching Machine - Light Trenching Machine - Heavy Wagon-Drill, Boring Machine Reinforcing Steel Setter (Paving) Reinforcing Steel Setter (Structural) Steel Worker - Structural Sign Erector r Spreader Box Operator Barricade Servicer Zone Wk Mounted Sign Installer (Permanent Ground) Truck Driver - Single Axle (Light) Truck Driver - Single Axle (Heavy) Truck Driver - Tandem Axle (Semi-Trailer) Truck Driver - Lowboy/�loat Truck Driver - Transit Mix Truck Driver - Winch Vibrator Operator Welder � O , � RATE a $9.000 � $8.339 $7.963 $7.403 $8.138 $8.205 $7.793 $8.448 � ��- � $8.873 $7.735 $7.615 $8.188 $12.498 $9.000 � L'J $9.218 D $11.548 $'I 6:300 � $11.436 $6.988 , $6.402 � $6.402 $7.465 � $8.067 C $7.816 $9.653 $7.507 $8.200 $7.000 $10.459 � � L`' � o�lsiss SC-14 � L�' �� L! �i � � � �� t�J i� � l!' � LJ PART D - SPECIAL �CONQ�_TIONS D-17 EASEMENTS AND PERMITS: The performance of this contract requires certain temporary construction, right-of-entry agreements, and/or p �rmits to perForm work on private property. The City has attempted to obtain the temporary construction nd/or right-of-entry agreements for properties where construction activity is necessary on City ow ed facilities, such as sewer lines or manholes. ' For locations where the City was unable to obta the easement or right-of-entry, it shall be the Contractor's responsibility to obtain the agreeme prior to beginning work on subject property. This shall be subsidiary to the contract. The agre ments which the City has obtained are available to the Contractor for review by contacting th � plans desk at the Department of Engineering, City af �ort Worth. Also, it shall be the respo sibility of the Contractor to obtain written permission from property owners �o perform such ork as cleanout repair and sewer service replacement on private property. Contractor sh { adhere to al{ requirements of Paragraph C6-6.10 of the General Contract Documents. Th Contractor's attention is directed to the agreement terms along with any special conditions that ;nay have been imposed on these agreements, by the property owners. � The easements and/or private property shall be cleaned up af�er use and restored to its original condition or better. In event additional work room is required �y the Contractor, it shall be the Contractor's responsibility to obtain written permission from th�. property owners involved for the use of additional property required. No additional payment wi be allowed for this item. The City has obtained the necessa _ry.documentation for railr �d and/or highway permits required for construction of this project. The Contractor shall be esponsible for complying with �all provisions of such permits, and shall pay any and all costs as ociated with the permit(s). It is the Contractor's responsibility to provide the required flagm and/or provide payment to the appropriate railroad/agency for all flagmen during construc �on in railroad/agency right-of-way. Any and all costs associated with compliance with permits(s)�ncluding payment for flagmen shall be subsidiary to the project price. No additional payment will �e allowed for this item. D-'18 COORDINATION WiTH FORT WORTH WATE DEPARTMENT: During the construction of this project, it will be necessary to deactivat . for a period of time, existing lines. The Contractor shall be required to coordinate with the Wat Department to determine the best times for deactivating and activating those lines. � D-19 DAMAGE TO PRIVATE PROPERTY: The Conira��± r shall immediately repair or replace any damage to private property, including but not limited t fences, walls, pavement and water and �sewer services, at no cost to the Owner. This shall he �ubsidiary to the contract and not a separate pay item. . D-20 SHOP DRAWfiVGS: Shop drawings shall be s bmitted by the Contractor to the Construction Engineer, for all equipment and materials fo.� is project. Contractor shall submit seve� (7) copies of shop drawings, layouts, manufacturer's ata and material schedules as may be required by the Engineer for his review. Such review b the Engineer shall include checking for �eneral conformance with the design concept of the oject and general campliance with information given in the General Contract Documents°. lnd ated action by the Engineer, which may result from his review, shall not constitute concurrenc� ith any deviation from the plans and specifications unless such deviations are specifically ider,ti d by the method described below, and further shall not relieve the Contractor of respon'i _lity for e�rors or omissions in the � o��s�s SC-15 � �' � PART D - SPECiAL CONDITIONS submitted data. Processed shop drawing submittal are not change orders. The purpose of submittais, by the Contractor, is to demonstrate that the Contractor understands the design concept, and that he demonstrates his understanding by indicating which equipment and materials he intends to furnish and install, and by detailing the fabrication and installation methods he intends to use. If deviations, discrepancies or conflicts between submittals and the design drawings and/or specificati'ons 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 confirme�d and corr�elated at the job site, fabrication processes and techniques of construction, coordination of his work with that of other trades and saiisfactory performance of his work. The Contractor shall check and verify all measurements and review submittals prior to being submi�ted, and sign or Finitial 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 writing in the submittal. � Shop drawings shall be submitted for the following items prior fo installation: 1. ,All pipe 2. Reinforced steef 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 EXISTtNG UTILlTlES:° Where .a proposed water line crosses over a sanitary sewer or sanitary sewer service � line � and/or proposed sewer line crosses over a water line and the clear vertical distance is less than 9 feet barrel to barrel, �the sanitary �sewer or sanitary sewer service line shall be made 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 lines shall be extra strength cast iron soil pipe with polyethylene wrapping. Adapter fittings shall be a urethane or neoprene coupling ASTM C-425 with series 300 stainless steel compression straps,, 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 location� 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 reiocation of all utiiity pofes, gas fines, telephone cables, utility services, water mains, sanitary sewer lines, electricaf cables, drainage pipes, and alf other utifities and structures both above and below ground during construction. The Contractor is liable for aN damages tlone 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 facifities sha11 be included in the cost bid per finear foot of pipe installed. NO ADDITIONAL COMPENSATION WILL BE ALLOWED. I�J L`-J � � � C' � t� I�i L-J �� CI L� � L�'�' � o��8�ss SC-16 ' � 1 PART D- SPECIAL COND1:� IONS Where existing utilities or service lines are cut, broken or dama�d the Contractor shall replace or repair the utilities or service lines with the same type of ori al material and construction, or better, unless otMerwise shown or noted on the" plans, �t � is own cost and expense. The Contractor shall immediately notify the Owner of the damag utility or service line. He shall cooperate with the Owners of all utilities to locate existing ur�erground facilities and notify the Engineer of any conflicts in grades and alignment. Any and all permanent structures such as parking lot surface, f'�ncing, and like structures shall be replaced at no cost to the City by material of equal value and q�ality as that damaged. fn case it is necessary to change or move the property of � y Owner of a public utili , such tY property shall not be moved or interfered with until ordered to so by the Engineer. The right is reserved to the owner of public utilities ,to enter upon the limi , of th� project for the purpos� of making such changes or repairs of their property that may be ade necessary by performance of this contract. The utility lines and conduits shown on the plans are for infor ation only and are not guaranteed by the City of the Engineer to be accurate as to extent, locat Qn, and depth; they are shown on the plans as the best information available at the time of des �n, from the owners of the utilities involved and from evidences found on the ground. D-23 CONSTRUCTION TRAFFIC OVER PIPELINES: It i apparent that certain construction vehicles could exceed �the load bearing capacity of the pipe u ider shallow bury conditions. It will be the responsibility of the Contractor to protect both the n� w line and the existing lines from these possibly excessive loads. The Contractor shall not, at ny time, cross the existing or new �pipe with a truck delivering new pipe to the site. Anv damaa # to the existing or new pipe will be repaired or replaced by the Contractor, at the Contractor's ex �nse, to the satisfaction of the City. In locations where it is not permissible to cross the existing - proposed pipes without additional protection the Contractor may elect to provide additional p�tection of the pipes so that more frequent crossings of the pipes are allowed. It still is, '�owever, the responsibility of the Contractor to repair any damage to the existing or proposed I ies, if the damage results from any phase of his construction operation. . D-24 , TRAFFIC CONTROL: The Contractor shall be resF �onsible for providing traffiC control during the construction of this project consistent with the pr+vision set forth in the "1980 Texas Manual on Uniform Traffic Control Devices for Streets and ghways" issued under the authority of the "State of Texas Uniform Act Regulating Traffic on H hways," codified as Article 6701 d Vernon's Civil Statutes, pertinent sections being Section No 27, 29, 30 and 31. In addition, the Contractor shall comply with City of Fort Worth, Texas, Febr .ary 1979, Traffic Control Handbook for Construction and Maintenance Work Areas. � The Contractor will not remove any regulatory sign, instructi sign which has been erected by the City. If it is determin� permit required construction, the Contractor shall conta � Department, Signs and Markings� Division, (Phone Number case of regulatory signs, the Contractor must replace the p meeting the requirements of the above-referenced manua' �nal sign, street name sign or other d that a sign must be removed to : the Transportation/Public Works '1-8100) to remove the sign. In the �manent sign with a temporary sign and such temporary sign must be 05/18/99 SC-� 7 PART D - SPECIAL CONDITI�NS installed prior to the removal of the permanent sign. If the temporary sign is not installed correctiy or if it does not meet the required specifications, the permanent sign shall be left in place vntil the temporary sign requirements are met. When construction work is completed to the extent that the permanent sign can be reinstalled, the Contractor shall again contact the Signs and Markings Division to reinstall the permanent sign and shall leave his temporary sign in place until such reinstallation is completed. � The Contractor shall furnish barricades, flares, etc., for the protection of the public and the work. 2. The cost of the traffic 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 f�cilities 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 manholes 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 op�ration. 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 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 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 force 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, �/ol. No. 1" or latest edition there of. o��aiss SC-18 � � � � L!i L�� L■l PART D - SPECtAL CONDtT��NS D-29 EXAMfNATION OF SITE: It shall be the responsibility the project site and make such examinations and explorations a; all conditions which may affect construction of this project. Parti� methods af providing ingress and egress to adjacent private and protecting existing impravements and disposition of a41 mat consideration should be given to these details during the pre� unusual conditions which may give rise to later contingencies s' of the Owner prior to the submission of the Proposal. D-30 ZONING COMPLIANCE: During the construction of comply with present zoning �equirements of the City of Fort V1 for storage purposes. D-31 WATER FOR CONSTRUCTION: Water for Contractor at his own expense. �' the prospective bidder to visit may be necessary to determine lar attention should be given to »blic properties, procedures for 'rials to be removed. Proper aration of the Proposal and al1 ould be brought to the attention project, the Contractor shall in the use of vacant properky will be furnished by the D-32 WASTE MATERIAL: �#II waste material shall become t�e property of the Contractor and � shall be disposed of by the Contractor at locations approved b� the Engineer. All material shall be disposed of in such a manner as to present a neat appe�ance and to not obstruct proper drainage or to cause injury to street improvements or to abuttin� properly. Li �� D-33 CLEANUP FOR FINAL ACCEPTANCE: Final cleanup'vork shall be done for this project as soon as all construction has been completed. No more t� an seven days shall elapse after completion of constructian before the roadway, right-of-way, r easement is cleaned up to the satisfaction of the Engineer. The Contractor shall make a fi I cleanup of all parts of the work before acceptance by the City of .Fort Worth or its represen tive. This cleanup °shall include removal of all objectionable rocks, pieces of asphalt or concre and other construction materials, and in general preparing the site of the work in an orderl�manner and appearance. Final acceptance of the completed project work shall be given by th � City of Fort Worth Department of Engineering. - D-34 PROPERTY ACCESS: Access to unless otherwise directed by the Engineer. adjacent propert" shall be maintained at all times D-35 CONSTRUCTION SCHEDULE AND SEQUENCING= F WORK: Prior to executing the Contract, it shall be the responsibility of the Contractor tc furnish a schedule outlining the anticipated time for each phase of construction with startir� � and completion dates, including sufficient time being allowed for cleanup. � D-36 SAFETY RESTRICTIONS - WORK NEAR HIGH '`QLTAGE LINES: The following procedures will be followed .regarding the subject item on this �:ontract: inches� b seven inc � s ainted ellow with black letters � 1. A warnmg sign not less than five y , p y that are legible at twelve feet shall be placed inside d outside vehicles such as cranes, derricks, power shovels, drilling �igs, pile drivers, hoi ing equipment or similar apparatus. � The warning sign shall read as �Folloyvs: WARNIN - UNLAWFUL TO OPERATE THIS EQUIPMENT WITHIN SIX FEEI� OF HIGH VOLTAG . LINES." � � o�ia�ss � SC-19 � PART D - SPEC{AL CONDIYIONS 2. Equipment that may be operated within ten feet ofi high voltage lines shali 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 mec`hanical barriers, de-energize the lines, or raise or fower 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 Electric, and shall record action taken in each case. 4. The Contractor is required ta make arrangements with the Texas Efectric Service company for the temporary relocation or raising of high voltage lines at the Contractor's sole cost and expense. � 5. No person shall work within six feet of a high voltage line without protection having been taken as outlined in Paragraph (3). D-37 CONTRACTOR'S� RESPONSiBILITY FOR DAMAGE CLAIIVIS: The Contracfor covenants and agrees to indemnify, hold harmless and defend the City, and ttieir officers, agents servants or employees, and/or owners of the units and lot abu.tting 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 incidenf 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, wh.ether 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 �II 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 f�om and against any and all injuries or damages to property of City during the performance ofi any of the terms and conditions ofi this Contract, whether arising out of or in connection with or resultin.g firom any and all acts or omissions of the City, their officers, agents, servants, or employees, or caused by negiigence 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 satisfaction of the Director for the Department of Engineering, as evidenced by a final inspection, final payment to the Contractor shaN not be recommended by the Director of Department of Engineering for a period of 30 days after the date of such final inspection, unless the Contractor shall submit wr'stten evidence satisfactory to the Director that the claim has besn settled and a. release has been obtained from the claimant involved. Although the claim concerned remains unsettled as of the expiration of tlie above 30-day period, the Contractor may be deemed to be entitled to a semi-final payment for work completed, su'ch 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 Cont�actor arising. out of the performance of such work, and such semi-final payment may then be recommended by the Director. o��aiss SG20 0� � � � � � � L'J L�J L`� l'_' LJ L� � 1'' � � � � PART D- SPECIAL COND �IONS J � � � The Director shall not recommend finai payment to a Contrac�Ar against whom such a claim for damages is outstanding for a period of six months following �e date of the acceptance for the work performed unless the Contractor submits evidence in writ ig satisfactory to the Director that: 1. The claim has been settled and a release has been o�: tained from the claimant involved, or 2. Good faith efforts have been made to settle such outs-anding class, and such good faith efforts have failed. � If condition (1). above is met at any time within the si�month period, the Director shall recommend that the final payment to the Contractor be mad ,. If condition (2) above is met at any time within the six-month period, the Director may recom r�end that the final payment to the � Contractor be made. At the expiration of the six-month perio.c , the Director may recommend that final payment be made. if all other work, has been perForrr yd 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 a� ept bids on other Department of Engineering contract work from a Contractor against whom a aim for damages is outstanding as Q a result of work performed under a City contract or under a d�veloper-let contract for City of Fort Worth street and/or storm drainage facilities. � ry D-38 SANITARY FACILITIES FOR WORKERS: The Co :tractor shail provide all necessary U sanitary conveniences for the use of workers at the project te. Specific attention is directed to this requirement. � D-39 LEGAL RELATIONS AND RESPONSIBILITIES T THE PUBLIC: The Contractor's �� !'�J L� � � I,�l particular attention is directed to the requirements of em C-6-6, "Legal Relations and Responsibilities to the Public" of the Fort Worth General Con �itions. D-40 R1GHT TO AUDIT: A. Contractor agrees that the City shall, until the expiratiori under this contract have access to and the right to E pertinent books, documents, papers and records of t relating to this contract. Contractor agrees that the C working hours to all necessary Contractor facilities a appropriate work space in order to conduct audits in c section. The City shall giye Contractor reasonable advai B. Contractor further agrees to include in all its subcontrac that the subcontractor agrees that the City shall, under final payment under the subcontract, have access to an-. any directly pertinent books, documents, papers and re� transactions to the subcontract, and further, that City sh � hours to all subcontractor facilities, and shall be prov' space, in order to conduct audits in compliance with the� three (3) years after final payment mine and photocopy any directly Contractor involving transactions shall have access during normal shall be provided adequate and pliance with the provisions of this notice of intended audits. , hereunder a provision to the effect e expiration of three (3) years after the right to examine and photocopy rds of such subcontractor, involving have access during normal working �d adequate and appropriate work rovisions of this article together with � o��siss SC-21 -��- PART D - SPECIAL CONDITIONS L�� subsection (c) hereof. City shall give subcontractor reasonable advance notice of intended audits. C. Contractor and subcontractor agree to photocopy such documents as may be requested by the City. The City agrees to reimburse Contractor for the co�t ofi copies as follows: 1. copies and under - 2. more than 50 co� thereafter � �� 10 cents per page ies - 85 cents for the first page plus fifteen cents for each page Q D-41 INCREASE OR DECREASE IN QUANTITIES: The quantities shown in the proposal are approximate. It is the Contractor's sole responsibi{ity 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 po�tion of work above 125% of tt�e quantity in the contract. When the quantity of the work to be done or materials to be furnished under any pay item of the contract is less than 75% 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 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. � ln the event Owner and Contractor are unable to agree on a negotiated price, Owner and Contractor agree that the consideration w,ill 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 the 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 Department 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 employee of the City. The 15°l0 of the actuaf field cost to be paid to the Contractor shall cover and compensate him for profit, overhead, general supervision and field office expense, and alf other elements of cost and expense not embraced within the actua! field cost as herein specified. Upon request, the Contractor shall provide the Director of Department of Engineering access to all accounts, bills and vouchers re4ating thereto. D-42 CUTTtNG OF CONCRETE: When existing concrete is cut, such cuts shall be made with a concrete saw. All sawing shall be'subsidiary to the unit cost of the respective item. o�r�siss SG22 L=J � � LJ Lwl [J � � � l'' � t�'J l =J L"J L�7 L�! � I� PART D - SPECIAL CONDtTI;�NS D-43 PROJECT DESIGNATION SiGN: Project signs are requi accordance with the attached Figure 30 (dated 9-18-96). The sic, posts. The exact focations and meth�ds bf mounting shall be addition to the 4' x 8' project signs, project signs shafl be atta manhofe rehabilitation or replacement is being conducted. Sic shall be placed in such a way that signs do not interfere with r4 barricades. Barricade signs shail be in accordance with Figure 3 by 2'-0" in size. The information box shall have the following infoi For Questions on this Project Cail' " d at a1f locations. it shall be in s may be mounted on skids or pproved by the Engineer. In hed to barricades used where s suspended from barricading ,�lective paint or coloring on the i, except that they shal{ be 1'-0" nation: (817)871-8306 M-F 7:30 am to 4:30 �.m. � or (817)871-8300 Nights and Weeke . s � Any and all cost for the required materials, labor, and equipme . t necessary for the_furnishing of Project Signs shall be considered as a subsidiary cost of the project and � no additional compensation will be allowed. ° �� u l� � � L�J l� � L�J D-44 CONCRETE SIDEWALK AND DRIVEWAY REPLACE ENT: At locations in the project where mains are required to be placed under existing si walks and/or driveways, such sidewalKs and/or driveways shall be completely replaced for he full existing width, befinreen existing construction or expansion joints with 3000 psi concret , with reinforcing steel on a sand cushion in accordance with City of Fort Worth Transportation/P!�lic Works Department Standard Specifications for Construction, Item 504. � At locations where mains are required to be placed under existi �g curb and gutter, such curb and gutter shall be replaced to match type and geometry of the r�:moved curb and gutter shall be installed in accordance with City of Fort Worth Public Works C�partment Standard Specification for Construction, Item 502. - � Payment for cutting, backfill, concrete, forming "materials and � i other associated appurtenances required, shall be included in the square yard price of the �d item for concrete sidewalk or driveway repair. D-45 MISCELLANEOUS PLACEMENT OF MATER{AL: various bid items in the Proposal to establish unit prices for �t These materials shall be used on{y when directed by the Eng Payment for miscellaneous placement of material will be m� used, measured to the nearest one-tenth unit. Payment for r shall be in accordance with the General Contract Documec used for the project. D-46 TYPE "C" BACKFILL: Excavated material use mechanically compacted unless the Contractor can furni evidence the P.I�. of the excavated material is less then 8." ; from an independent testing laboratory and must include rE involved areas, with a map showing the location and depth of If excavated material is obviously granular in nature, conta Engineer may waive the test report requirement. � �terial has been allocated .under ;ellaneous placement of �material. �r, depending on field conditions. for only that amount of material �ellaneous placement of material regardless of the actual amount for Type "C" backfill must be the Engineer with satisfactory ch evidence shall be a test report esentative samples of soils in all various test holes. little or no plastic material, the � o�la�ss SC-23 � PART D -.SPECIAL CONDITI4NS � 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 o� directed by the Engineer, Crushed Limestone shall be used for trench backfill on this project. The material shall conform to Public Works Standard Specifications for Street and Storm Drain Construction Division 2 Item 208.2 - Materials and Division 2 Item 208.3 - Materials Sources. Trench backfill and compac'tion 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 accordan,ce with E2-2.16 Measureriient of Backfill Materials, Construction Specifications, Generaf Contract Documents. D-48 2:27 CONCRETE: Transportation and Public Works Department typical sections for Pavement and Trench Repair for Utility Cuts Figures � 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 Departmeni is that this ratio specifies two (2) sacks of cement per cubic yard of concrete. . D-,49 TRENCH EXCAVATION, BACKFILL, AND COM,PACTION: 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 Documents and Specifications except as specified her.ein. 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 Contractar will be required to supp�rt the pipe with an improved trench bottom. The expense of such remedial measures shall be entirely the Contracto�'s own. All trenching operations shall be confined to the width of permanent rights-of-way, permanent easements, and any temporary construction easements. All excavation shall be in strict compliance with the Trench Safety Systems Special Condition of this document. B. TRENCH BACKFILL: Trenches which lie outside of existing or future pavement shall be backfilled above the top of the embedment material with Type "C" backfill material. Excavated material used for Type "C" backfill must be mechanically compacted unless the Contractor can furnish the Engineer with satisfactory evidence that the P.I, of the excavated material is less than 8. Such evidence shall be a test report from an independent testing laboratory and must include representative samples of soils in all involved areas, with a map showing the location and depth of the various test holes; If excavated material is obviously granular in nature, containing little or no plastic material, the Engineer may waive the test r�port 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 backfi,l�� material for trenches in existing paved streets shall be in accordance with Figure(s) A, B, C, or D. Sand material L!'� � l�J L'J t'1 � -�� J � � L-_-'J � � u � L"' ��J a��9 sc_24 a � 0 � I'�'' I� � � L=J � �', � � � � �'� ' �'� �^ J PART D - SPECIAL CONDITI: NS specified in Figure(s) A-D shall be obtained from an appro�d source and shall consist of durable particles free of thin or elongated pieces, lumps of cla , soil, loam or vegetable matter and shall meet the following gradation: + , �. Size Sieve #4 #16 #50 #100 , #200. % Retai -�d 0-5 0-2C� 0-5C 6:0-9� . 90-1 d (P.I. = 8 si less) C. TRENCH COMPACTION: All trench backfill shall be pl ced in lifts per E2-2.9 Backfill. Trenches which lie outside existing or future pavements sh II be compacted to a minimum of 90% Standard Proctor Density (A.S.T.M. D698) by means o tamping only. Trenches which lie under existing or future pavement sh 95% Standard Proctor ,Density by jetting, mechanical tam� Backfill material to be mechanically tamped must be wit content. The top two (2) feet of sewer line trenches and th line may be rolled i� with heavy equipment tires, provided i material being used and the operation can be performed w. �11 be backfilled per Figure A with �ng, or a combination of inethods. in +-4% of its optimum moisture � top eighteen (18) inches of water is placed in lifts appropriate to the hout damage to the installed pipe. The City, at its own expense, will perform trench compacti •n tests per A.S.T.M. standards on all trench backfill. Any retesting required a� a result of fai �re to compact the backfill material to meet the standards will be at the expense of the C� ntractor and will be billed at the commercial rates as determined by the City. These soil ensity tests shall be performed at two (2) foot vertical intervals beginning at a level two (2 ' feet above the top of the installed pipe and continuing to the top of the completed backfill t intervals along the trench not to exceed 300 linear feet. The Contractor will be responsi le for providing access and trench safety system to the level of trench backfill to be teste�. No extra compensation will be allowed for exposing the backfill layer to be tested or pro�iding trench safety system for tests conducted by the City. D. MEASUREMENT AND PAYMENT: All material, includi � any and all Type "B" backfill, and labor costs of excavation and backfill will be included in he price bid per linear foot of water and sewer pipe. D-50 PAVEMENT REPAIR (E2-19�: The unit price bid der the appropriate bid item of the proposal shall cover all cost for prc�viding pavement repair� qual to or superior in composition, thickness, etc., to existing pavement as detailed in the Publ! Works Department typical sections for Pavement and Trench Repair for� Utility Cuts, Figures 1 t1�►�ough 5. : � ; : 0�„�9 sc-2s PART D - SPECIAL CONDITIONS All required paving cuts� shall be rriade with a concrete saw in a true and straight line on both sides of the tren�h, a minimum of twelve (12) inches outside the trench walls. The trench shall be backfilled and the top nine (9) inches shall be filled with re�uired materials as shown on paving details, compacted and level with the finished street surFace: This finished grade shall be maintained in a serviceable condition until the paving has been replaced. All residential driveways shall be accessible at night and over weekends. It has been determined by the Transportation and Public Works Department that the strip of existing HMAC pavement 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 Iip 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. The 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 SY�TEM FOR WATER DEPARTMENT PROJECTS ONLY: A. GENERAL: This specification covers the trench safety requirements for all trench excavations ex�eeding 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. STANDARDS: The latesf version of the U.S. Department of Labor, Occupational Safety and � Health Administration Standards, 29 CFR Part 1926, Sub-Part P- Excavations, are hereby made a part of this specification and shall=be the minimum �overning requirements for trench safety. C. DEFINITIONS: 1. TRENCHES - A trench is referred to as a narrow excavation made below the surface of the ground in which the depth is greater than the width, where the width measured at the bottom is not greater than fifteen (15) feet. 2. BENCHING SYSTEM -,Benching means excavating the sides of a trench to form one or a series of horizontal level or steps, usually with vertical or near-vertical surfaces between levels. o��8�ss SC-26 � PART D - SPECIAL COND �TIONS 0 � u � � 3. SLOPING SYSTEM - Sloping means excavating to forr : sides of a trench that are inclined away from the excavation. _ � 4. SHIELD SYSTEM - Shields used in trenches are gener�lly referred to as "trench boxes" or "tren�h shields". Shield means a structure that is able o withstand the forces imposed on it by a cave-in and protect workers within the stru ure. Shields can be permanent structures or can be designed to be portable and m e along as the work progresses. Shields can be either pre-manufactured or job-built in �cordance with OSHA standards. 5. SHORING SYSTEM - Shoring means a structure suc as a metal hydraulic, mechanical or timer system that supports the sides of a trench an which is designed to prevent cave- ins. Shoring systems are generally comprised of crc�s-braces, vertical rails, (uprights�), horizontal rails (wales) and/or sheeting. � � D. MEASUREMENT - Trench depth is the vertical measur�nent from the top of the existing ground to the bottom of the pipe or structures. The quant iy of trench safety systems shall be based on the linear foot amount of trench depth greater th�n five (5) feet. � � � � I�I � � � E. PAYMENT - Payment shall be full compensation for �fety 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 rehab�itation of sanitary sewer manholes will be required as shown on the plans, and/or as d� scribed in these Special Contract Documents in addition to those located in the field a�d identified by the Engineer. All manholes shall be in accordance with sections E1-14 Ma:erials for Sanitary Sewer Manholes, Valve Vaults, Etc., and E2-14 Vault ,and Manhole Cc istruction of the General Contract Documents and Specifications, unless amended or s�perseded by requirements of this Special Condition. 1. CONCRETE COLLARS: Concrete collars will be r�uired on all manholes specified as per Figure 121. 2. WATERTIGHT MANHOLE INSERTS: Watertight �asketed manhole inserts shall be installed in all sanitary sewer manholes. Inserts sh�l be constructed in accordance with Fort Worth Water Department Standard E100-4 and �hall be fitted and installed according to the manufacturer's recommendations. Stainle� s Steel manhole inserts shall be required for all pipe diameters 18" and greater. � 3. LIFT HOLES: All lift holes shall shall be sealed on the outside sealant. The lift hole shall be a 4. � � 05/18/99 cement grout. be plugged with a�re-cast concrete plug. The lift hole of the manhole �v� th Ram-Nek or an approved equal sealed on the insic-� of the manhole with quick setting FINAL RIM �LEVATIONS: Manhole rims in parkw ys, lawns and other improved lands shall be at an elevation not more than one (1) nor I ss than one-half (1/2) inch above the surrounding ground. Backfill shall provide a uni rm slope frqm the top of manhole SC-27 PART D - SPECIAL CONDITIONS 'casting for not less than, three (3) feet each direction to e�cisting finish grade of the ground. The grade of all surfaces shall be checked for proper slope and grade•by �tring lining the entire area regarded near the manhole. > Manholes in open fields, unimproved land, or drainage courses shall be at an elevation shown on the drawings or minimum of 6 inches above g'rade. 5. MANHOLE COVERS: All lids shall have pick slots in lieu of pick h'oles. Manhole frames and covers shall be McF�inley, Type N, with indented top design, or equal, with pick slots. Covers shall set flush with the rim of the frame and shall have no larger than 1/8 inch gap between the frame and� cover. Bearing surfaces shall be machine finished. Locking manhole lids and frames will be restricted to locations within the 100-year floodplain and areas specifically desigriated on the plans. Certainteed Ductile Iron Manhole Lids and Frames are acceptable fbr use where locking lids are specified. , fi. SHALLOW CONE MANHOLES: Shallow manhole construction will be used when manhole depth is four (4) feet or less. All shallow cone manholes shall be built in accordance with Figure +105. All shallow cone manholes shall have a cast iron lid and frame with pick slots. N4TE: MANHOLES PER FIGURE 106 WILL NOT BE ALLOWED. 7. MANHOLE STEPS: Np manhole steps are to be installed on any sanitary sewer manhole. � 8. EXTERIOR SURFACE CQATING: 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 mil� 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 t'rapped 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 not in any way depend on oxidation, evaporation, or any other chemical action for either its adhesive properties or cohesive strength. The Joint sealer shall remain totally flexible without shrinking, hardening, or � oxidizing regardless of the length of time it is exposed to the elements. The manufacturer shall furnish an affidavit attesting to the successful use of the product as a pre-formed flexible joint sealant on concrete pipe and manhole sections for a period of at least five years. B. EXECUTION: 1. INSTALI�ATION 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 primer shall be applied to all surfaces prior to iristalling the joint sealant in accordance with 05/i 8/99 S C-2 $ I�I 0 �� Iil � �'�I �•I PART D - SPECIAL CONDI�''IONS the recommendations by the manufacturer. The prote �ive wrapper shall remain on the joint sealant un}til immediately prior to the placement f the pipe in the trench. After removal of the protective wrapper, the jbint sealant shall e kept clean. Install frames and cover over manhole opening with the bottom of the ring resting on Bitumastic joint sealer. Frames and grade rings shall rest on two (2) rows (insi�-: and outside) of Bitumastic joint sealer. 2. SEALING AND/OR ADJUSTING EXISTING MANHO , ES: Excavate (rectangular full depth saw cut if in pavement) adjacent to the manhc�.e to expose the entire manhole frame and a minimum of 6 inches of the manhole wa� keeping the sides of the� trench nearly vertical. Remove manhole frame from the manhole structure frame and grade rings. Any frame or grade ring that i: by the Engineer shall be replaced. Grade rings th materials other than pre-cast concrete rings, or whei Engineer, shall be replaced with a pre-cast flattop sec pre-cast concrete flattop section will be the only adjustr s�nd observe the condition of the �ot suitable for use as determined �t are constructed of brick, block � necessary and approved by the �on. Pre-cast concrete rings, or a :ents allowed. In brick or block manholes, replace the upper portion the manhole to a point 24 inches � below the frame. If the walls or cone section below his level are structurally unsound, notify the Engineer prior to replacement of the grade ngs and manhole frame. Existing b�ickworl�, if damaged by the Contractor, shall be repla ed at the Contractor's expense. � �� , � �� L�J � �J L�J Wire brush manhole frame and exposed manhole rfaces to remov� dirt arid loose debris. Coat exposed manhole surFaces with an app . ved bonding agent followed by an application of a quick setting hydraulic cement to provi :e a smooth working surface. If the inside diameter of the manhole is too large to sa�_aly support new adjustment rings or frames, a flat top section shall be installed. Joint surtaces between the frames, adjustment ring and cone section shall be free of dirt, stones, debris and voids to ensure a watertig t seal. Place flexible gasket joint material along the inside and outside edge of each jo it, or use trowelable material in lieu of pre-formed gasket material. Position the butt joi of each length of joint material on Qpposite sides of the manhole. No steel shims, ood, stones, or any material not specifically accepted by the Engineer may be used t, obtain final surface.elevation of the manhole frame. ` In paved areas or future paved areas, castings shall �e installed by using a straight edge not less than ten (10) feet long so that the top of the :asting will conform to the slope and finish elevation.of the paved surface. The top of th casting shall be 1/8 inch below the finished elevation. Allowances for the compression �i# the joint material shall be made to assure a proper final grade elevation. 3. EXPOSED EXTERIOR SURFACES: All exposed terior surfaces shall be coated with two mop coats of coal tar epoxy. Kopper "Bitumast`, Super Service Black"; Tnemec "46- 450 Heavy Tnemecol", or equal, to a minimum of 14 � rils dry film thickness. � � o��aiss SC-29 PART D - SPECIAL, CONDITIONS 4. The exterior surface of all pre-cast section joints shali be thoroughly cleaned with a wire brush and then waterproofed with a 1/2-inch thick coat of trQwelable 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 sh�ll 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 price bid for reconstruction of existing manholes shall include all labor equipment and materials necessary for construction of new manhole, including, but not limited to, excavation, backfill, disposal of materials, joint sealing, lift hole sealing, exterior surface coating and pavement repair. The price bid for adjusting and/or sealing of existing manholes .shall include all labor, equipment� and materials necessary for adjusting and/or sealing the manhole, including but not limited to, joint sealing, lifthole sealing, and exterior surface coating. Payment for concrete collars will be made per each. Payment for manhole inserfs will be made per each. D-53 SANITARY SEVIIER SERVICES: Any reconnection, relocation, re-routes, replacement, or new sanitary sewer service shall be required as shown on the plans, and/or as described in these Special Contact Documents in addition to those located in the field and identified by the Engineer as active sewer taps. The service connections shall be constructed by the Contractor utilizing standard factory manufactured tees. City approved factory manufactured saddle taps may be used, but only as directed by the Engineer. The decision to use saddle taps as opposed to tees shall be made on a case by case basis: The Contractor shall be responsible for coordinating the scheduling of tapping crews with building owners and the Engineer in order that the work be performed in an expeditious manner. A minimum of 24 hours advance notice sh�ll °be given when taps will be required. Severed service connections shall be maintained as specified in�.section C6-6.15. A. SEWER SERVICE RECONNECTION: When sewer service reconnection is called for the Contractor shall vertically adjust the existing sewer service line as required fo'r 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 (ine and avoid any horizohtal adjustment. For open cut applications, all sanitary sewer service lines shall be replaced to the property or easement line; or as directed by the Engineer. Sanitary sewer services on sewers being reha�ilitated using pipe enlargement methods shall be replaced to the property or easement line or as directed by the . Engineer. Procedures list'�d below for Sewer Service R�placement shall be adhered to for the installation of any sewer service line including the incidental four (4) feet of service line which is included in the price bid for Sanitary Sewer Taps. Payment for work such as backfill, saddles, tees, fittings incidental four (4) feet of service line and all other associated appurtenances required shall be included in the price bid for Sanitary Sewer Taps. 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��aiss SC-30 � � PART D - SPECIAL CONDI�ONS �J u � � � as required for the connection of the sewer service line. If �he sewer service line is in such condition or adjustment necessitates the replacement of th�-sewer service line, all work shall be performed by a licensed plumber. The length of the reF acement shall be determined by the Engineer. All sewer services shall be installed at a mi � amum of finro (2) percent slope or as approved by the Engineer. Connection to the existing ewer service line shall be made with appropriate adapter fitting. The fitting shall be a uretha e or neoprene coupling A.S.T.M. C-425 with series 300 stainless steel compression straps. Payment for work and materials such as backfill, pipe fitti �s, surface restoration on private property (to match existing), and all other associated work r service replacements in excess of four (4) linear feet shall be included in the linear foot p e bid for sanitary sewer service line replacement. Payment for all work and material invol�•ing the "tap" shall be included in the price bid for sanitary sewer service taps. aD-54 NOT USED lJ �I � � L�J u � IJ � � L�J D-55 REMOVAL, SALVAGE, AND ABANDONMENT O EXISTING FACILITIES: Any removal, salvaging and/or abandonment of existing facilities wi� necessarily be required as shown on the plans, and/or described in these Special Contract Doc ents in addition to those located in the field and identified by the Engineer. This work shall b done in accordance with Section E2-1.5 Salvaging of Material and E2-2.7 Removing Pipe, of th General Contract Documents and Specifications, unless amended or superseded by requiremen of this Special Condition. A. SALVAGE OF EXISTING WATER METER AND METE BOX: Existing water meter and meter box shall be removed and returned to the Wat .r Department, warehouse by the Contractor in accordance with Section E2-1.5 Salvaging o'. Materials. B. SALVAGE OF EXISTING WATER METER AND CONC �ETE VAULT LID: Existing water meter and concrete vault lid shall be removed and warehouse by the Contractor in accordance with Section concrete `vault shall be demolished in place to a point grade. The concrete vault shall then be backfilled and cc method as specified in Section E2-2.9 Backfill. Backfill material approved by the Engineer. Surface restoratio surrounding surface and grade. ; �turned to the Water Department =2-1.5 Salvaging of Materials. The ot less than 18 inches below final ^npacted in accordance with backfill 7aterial shall be suitable excavated i shall be compatible with existing C. SALVAGE OF EXISTING FIRE HYDRANTS: Existing �ire hydrants shall be removed and returned to the Water Department warehouse by the C tractor in accordance with Section E2-1.5 Salvaging of Materials. The void shall be backfill 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 gatevalve and valve box and lid shall be removed and returned to the Water Department wareh��se by the Contracto� in accordance with Section E2-1.5� Salvaging of Materials. The void ea caused by the valve removal shall be backfilled and compacted in accordance with ckfill method as specified in Section E2-2.9 Backfill. Backfill material shall be suitable cavated material approved by the Engineer. Surface restoration shall be compatible ►th existing surrounding surface and o��a�ss SC-31 � PART D - SPECIAL CONDITIONS grade. If the valve is in a concrete vault, the vault shall be demolished in place to a point no less than 18" below final grade. E. ABANDONMENT OF EXISTING GATE VALVE: Existing gate valve and box lid shall be abar�doned by first closing the valve to the fully closed position and demolishing the valve box in place to a point not less than 18 inches below final grade.' Concrete shall then be used as backfill material to match existing grade. F. ABANDONMENT OF'EXISTING VAULTS: Vaults to be demolished in place shall have top slab and lid� removed and vault walls demolished to a point not less than 18"� below final grade. The void area caused shall then be backfilled and compacted in accordance with backfill method as specified in Section E2-2.9 Backfill. Backfill material shall be suitable excavated material approved by the Engineer. Surface restoration shall be compatible with the existing surrounding grade. . G. ABANDONMENT OF MANHOLES: Manholes to be abandoned in place shall' have all pipes entering or exiting the °structure plugged with lean concrete. Manhole top or cone section shall be removed to the top of the full barrel diameter section, or to point not 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 pipes entering or°exiting the structure disconnected. The complete manhole, including top or cone section, all full barrel diameter section, and base section shall be removed. The excavation shall then be backfilled and compacted •in accordance with backfill method as specified in Section E2-2.9 Backfill. Backfill material may be with Type C Backfill or Type B Backfill, as approved by the Engineer. SurFace restoration shall be compatible with surrounding surtace. I. CUTTING AND PL:UGGING EXISTING MAINS: At various locations on this project, it may be required to cut, plug, and block existing water mains/services or sanitary sewer , mains/services in order t� abandon these lines. Cutting and plugging existing mains and/or services shall be considered as incidental and all costs incurred will be considered to be included in the linear foot bid price of the pipe, unless separate trenching is required. J. REMOVAL OF EXISTING PIPE: Where removal of the existing pipe is required, it shall be the Contractor's responsibility to properly dispose of all removed pipe. All removed valves, fire hydrants and meter boxes shall be delivered to Water Department Field Operation, Storage Yard. K. PAYMENT: Payment for all work and material involved in salvaging, abandoning and/or removing existing facilities shall be included in the linear foot `bid price of the pipe, except as follows: separate payment will be made for removal of all fire hydrants, gate valves, 16 inch and larger, and sanitary sewer manholes, regardless of location. o��8iss . SC-32� u PART D - SPECIAL CONDITpNS '� � � �� '�J ��I J Tvne of Utilitv Water Sewer Co/or Code $afety Blue Safety Green Leaends Caution! B�ried Water Line Below Caution! B,aried Sewer Line Below � Installation of detectable tapes shall be per manufacturer's r �ommendations and shall be as � close to the grade as is practical for optimum protection and de ctability. Allow a minimum of 18 inches between the tape and the pipe. Payment for work su h as backfill, bedding, blocking, � detectable tapes, and all other associated appurtenances r�q ired shalf be included in the unit price bid for the appropriate bid item(s). � D-57 PIPE CLEANING: Joints shall be wiped and then insp�cted for proper installation by the inspectors. Each joint shall be swept daily and kept clean dur ig installation. A temporary night plug shall be installed on all exposed pipe ends during any peri�•d of work stoppage. I, � �� !J L�J � !�I LJ Payment will be made for salvaging, abandoning and/or re " ving all other existing facilities when said facility is not being replaced in the same trenc (i.e., when removal requires a separate trench). D-56 DETECTABLE WARNING TAPES: Detectable undergr��und utility warning tapes which can be located from the surface by a pipe detector shall be ins � Iled directly above non-metallic water and sanitary sewer pipe. The detectable tape shall be "De ct Tape" manufactured by Allen Systems, Inc. or approved equal, and shall consist of a min `um thickness 0.35 mils solid aluminum foil encased in a protective inert plastic jacket that i impervious to all known alkalis, acids, chemical reagents and solvents found in the soil. The �inimum overall thickness of the tape shall be 5.5 mils, and the width shall not be less than two ir�;hes with a minimum unit weight of 2%z pounds/1 inch/100'. The tape shall be color coded anc�' imprinted with the message as follows: D-58 �ARRICADES, WARNINGS, AND FI.AGMEN: ��eference Part C- General Conditions, Section C6-6.8 Barricades, Warnings, and Wat ahmen: � A. Wherever the word Watchmen appears in this paragrapl' _ it shal( be changed to the word Flagmen. B. In the first ara ra h lines five 5 and six 6 chan � the hrase "take all such other P 9 P, () i), 9 P precautionary measures" to "take all reasonable necessa measures". . D-59 DISPOSAL OF SPOILIFILL MATERIAL: Prior to th disposing of any spoil/fill material, the Contractor shall advise the Director of Engineering Dep ment, acting as the City of Fort Worth's Flood Plain Administrator' ("Administrator"), of th location of all sites where the Contractor intends to dispose of such material. Contractor sh II not dispose of such material until the proposed sites have been determined by the Administra�r to meet the requirements of the Flood Plain Ordinances of the City of Fort Worth (Ordinance �do. 10056). All disposal sites must be approved by the Administrator to ensure that filling is not �ccurring within a floodplain without a permit. A floodplain permit can be issued upon approval of ecessary Engineering studies. No fill permit is required if disposal sites are not in a floodplain. proval of the Contractor's disposal sites shall be evidenced by a letter signed by the Administr tor stating that the site is not in a � o��a�ss SC-33 PART D - SPE�IAL CONDITIO,NS 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 ANCS 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, equal, and the Engineer, as the representative of the City, shall be the sole judge of the acceptability of substitutions. The provisions of this sub-section as related to "substitutions" shall be applicable to all sections of these specifications. D-62 PRE-CONSTRUCTION TELEVISION 1NSPECTION OF SANITARY SEWER A. GENERAL: Prior to the reconstruction, ALL sections of existing sanitary sewer lines to be abandoned, removed (except where being replaced in the same location), or rehabilitated (pipe enlargement, cured-in-place pipe, fold and form pipe, slip-line, etc.), shall be cleaned, and a television inspection performed to identify any active �ewer 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. . HIGH VELOCITY J�T (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 scour.ing action from 15 to 45 degrees in all size lines designated to be cleaned. Equipment shall also include a high-velocity gun for washing and scouring manhole walls and floor. T�e 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 hos� reel. Hydraulically Prope{Iled 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 o��eiss SC-34 � Q � � 2 � � � � LJ 3. � � 4. �� 5. � � L�J PART D- SPECIAL COND � IONS operation to protect against flooding of the sewer. T movable dam shall be equal in diameter around the outer periphery to ensure removal f grease. If sewer cleaning balls or other equipment which cannot be collapsed is us d, special precautions to prevent flooding of the sewers and public or private property s all be taken. The flow of sewage present in the sewer lines shall be utilized to provide n_� essary 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 cannot be successfully ��ertormed from one manhole, the equipment shall be set up on the other manhole and aning again attempted. If, again, successful cleaning cannot be performed or equipmen ails to traverse the entire manhole section, it will be assumed that a major blockage exi �s, and the cleaning effort shall be abandoned. When additional quantities of water fro fire hydrants is necessary to avoid delay in normal working procedures, the water s all be conserved and not used unnecessarily. No fire hydrant shall be obstructed in ase of a fire in the area served by the hydrant. Before using any water from the C4y Water Distribution System, the Contractor shall apply for and receive permission �om the Water Department. The Contractor shall be responsible for the water meter �nd related charges for the setup, including the water usage bill. All expenses shall be c-nsidered incidental to cleaning. DEBRIS REMOVAL AND DISPOSAL: All sludge, dirf sand, rock, grease, and other solid or semisolid material resulting from the cleaning "�eration shall be removed at the downstream manhole of the section being cleane Passing material from manhole section to manhole section, which could cause line ..= ppages, accumulations of sand in wet wells, or damage pumping equipment, shall not b�� permitted. All solids or semisolid resulting from the cleaning o�-r�erations shall be removed from the site and disposed of at a site designated by the Engi``ieer. All materials shall be removed from the site no less often than at the end of ea�;h workday and disposed of at no additional cost to the City. UNDER NO CIRCUMSTANCE SHALL SEWAGE O� SOLIDS REMOVED THEREFROM BE DUMPED ONTO STREETS OR INTO DITCHE� CATCH BASINS, STORM DRAINS OR SANITARY SEWER MANHOLES. 6. TELEVISION INSPECTION EQUIPMENT: The tele� isiori camera used for the inspection shall be one specifically designed and constructed or�such inspection. Lighting for the camera shall be suitable to allow a clear picture of �:he entire periphery of the pipe. The camera shall be operative in 100% humidity conditi�ns. The camera, television monitor, and other components of the video system shall be �apable of producing picture quality to the satisfaction of the Engineer; and if unsatisfactor�, equipment shall be removed and no payment will be made for an unsatisfactory inspectio,i. B. EXECUTION: 1. TELEVISION INSPECTION: The camera shall � moved through the line in either � direction at a moderate rate, stopping when neces ry to permit proper documentation of any sewer service taps. In no case will the televisio i camera be pulled at a speed greater � 05/18/99 SG35 PART D - �PECIAL CONDITIONS than 30 feet per minute. Manual winches, power winches, TV cable, and powered rewinds or other devices tha# do not obstruct the camera view or interfere with proper documentation shall be used to move the camera through the sewer line. 'When manually operated winches are used to pull the television camera through the line, telephones or other suitable means of communications shall be set up between the two manholes of the section being inspected ta ensure good communications between members of the crew. The •imoortance of accurate distance measurements is em�hasized. 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 like, which would require interpolation for depth of manhole, will not be allowed. Accuracy of the distance meter shall be checked by use of a walking meter, roll-a-tape, or other suitable device, and the accuracy shall be satisfactory to the Engineer. The G�ity makes no guarantee that all of the sanitary sewers to be entered are clear for the passage of a camera. The methods used for securing passage of the camera are to be at the option of the Contractor. The cost of retrieving the Television camera, under all circumstances, when it becomes lodged during inspection, shall be incidental to Television inspection. 2. DOCUMENTATION: Television Inspection Logs: Printed location records shall be kept by the Contractor and will clearly show the location in relation to an adjacent manhole of each sewer service taps observed during inspection. In addition, other points of significance such as locations of unusual conditions, roots, storm sewer connections, broken pipe; presence of scale and corrosion, and other discernible features will be recorded, and a copy of such records will be supplied to the City. 3. PHOTOGRAPHS: television picture Engineer, as lon operations. Instant developing, 35 mm, or other standard-size photographs of the � of problems shall be taken by the Contractor upon request of the � as such photographing does not interfere with the Contractor's 4. VIDEOTAPE RECORDINGS: The purpose of tape recording shall be to supply a visual and audio record of problem areas of the lines that may be replayed. Video tape recording playback shall be at the same speed that�it was recorded. The television tapes shall be furnished to the City for review immediately upon completion of the television inspection and may be retained a maximum of 30 calendar days. Equipment shall be provided to the City by the Contractor for review of the tapes. Tapes will be returned to the Contractor upon completion of review by the Engineer. Tapes shall not be erased without the permission of the Engineer. 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 fo� televising this portion shall be made. Also, no payment shall be made for u � �J u ��-- I� o��aiss SC-36 � �J 0 � � � � �� I�I PART D - SPECIAL CONDI �.IONS portions of lines not televised or portions where manho :s cannot be negotiated with the television camera. THE TAPES SHALL BE SUBMITTED TO THE ENGIN =R PRIOR TO CONSTRUCTION FOR REVIEW AND DETERMINATION OF SAGS. �on completion of review of the tapes by the Engineer, the Contractor will be notified a to which sections of the sanitary sewer are to be corrected. � Tapes will be returned to e Contractor upon completion of review by the Engineer. All costs associated with this work shall be incidental :o unit prices bid for items under Television Inspection of the Proposal. � C. PAYMENT OF CLEANING AND PRE-CONSTRUCTlO�° TELEVISION INSPECTION OF SANITARY SEWERS: The cost for Pre-Construction Cle :ning and Television Inspection of sanitary sewers shall be per linear foot of sewer actuall � televised. The Contractor shall provide the Engineer with tapes of a quality that the parti lar piece of sewer can be readily evaluated as to existing sewer conditions and for providi appropriate means for review of the tapes by the Engineer including collection and rem al, transportation and disposal of sand and debris from the sewers to � legal dump site. Television inspection shall include necessary cleaning (hy raulic jet or mechanical cleaner) to provide video image required for line �analysis. � The primary purpose of cleaning is for�television inspectic i 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. u �� !�1 I�J � � The City makes no guarantee that all� of the sanitary se�ers to be entered are clear for the passage of a camera. The methods used•for securing pa age of the camera are to be at the option of the Contractor, and the costs must be include�n the bid price for TV Inspections. The cost of retrieving the TV Camera, under all circunstances, when it becomes lodged . during inspection, shall be incidental to N Inspection. The item shall also include all costs of installing an � maintaining any bypass pumping required to provide reliable, regular sewer service to the rea residents. All bypass pumping shall be incidental to the project. � D-63 VACUUM TESTING OF SANlTARY SEWER MANH LES A. GENERAL: This item shall govern the vacuum testing o all newly constructed sanitary sewer manholes. B. EXECUTION: 1. TEST PROCEDURE: shall be plugged, and prior to testing. Manholes shall be tested wi _� all connections in place. Lift holes all drop-connections and gas �ealing connections shall be installed Q05/18/99 SC-37 PART D - SPE�IAL CONbITIONS The sewer lines entering the manhole shall be piugged and br.aced to prevent the plugs from being drawn into the manho(e. 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 I MINIMUM TIME 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 repaired 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 Engineer. The pump and bypass lines shall be of adequate capacity and size to handle the flow without sewage backup occurring to facilities connected to the sewer. Provisions shall be made at driveways and street crossings to permit safe vehicular travel without interrupting flow in the bypass system. Under no circumstances will o��s�ss SC-38 f� J PART D - SPECIAL 0 � � CO'NDI' IONS the Contractor be permitted to discharge sewage into the trenC�es. Payment shall be incidental to rehabilitation or replacement of the sewer line. D-65 POST-CONSTRUCTION TELEVISION INSPECTION� O= SANITARY SEWER: A. GENERAL: After construction, ALL sections of sanitary wer lines shall have a television inspection performed. Work shall consist of furnishing I labor, material, and equipment necessary for inspection of the sewer lines by means of cl �ed circuit television. Satisfactory precautions shall be taken to protect the sewer lines from �amage that might be inflicted by the impr�per use of cleaning equipment. a B. TELEVISION INSPECTION EQUIPMENT: The televisio� camera used for the inspection shall be one specifically designed and constructed for uch inspection. Lighting for the camera shall be operative in 100% humidity conditions. T�e camera, television monitor, and Q other components of the video system sh�ll be capable ��f producing picture quality to the satisfaction of the Engineer; and if unsatisfactory, equ �ment shall be removed and no payment will be made for an unsatisfac�ory inspection. L� C. EXECUTION: . � � � � When manually operated winches are used to pull th television camera through the line, telephones or other suitable means of communicati ' s shall be set up between the finro manholes of the section being inspected to ens e good communications between members of the crew. � The imnortance of accurate distance measuremE inspection video tapes shall have a footage counter service taps shall be above ground by means of ine D � the like, which would require interpolation for deF Accuracy of the distance meter shall be checked by other suitable device, and the accuracy shall be sati� �J � LJ '�J Q05N 8/99 1. TELEVISION INSPECTION: The camera shall be moved through the line in either direction at a moderate rate, stopping when necessa to permit proper documentation of any sewer service taps. In no case will the television �mera be pulled at a speed greater than 30 feet per minute. Manual winches, power�inches, N cable, and powered rewinds or other devices that do .not obstruct the c era view or interfere with proper documentation shall be used to move the camera thro�iqh the sewer line. �ts is emphasized. All television Measurement for location of sewer er device. Marking on the cable, or h of manhole, will not be allowed. se of a walking meter, roll-a-tape, or actory to the Engineer. The City makes no guarantee that all of the sanitary �ewers to be entered are clear for the passage of a camera. The methods used for secur�rg passage of the camera are to be at the option of the Contractor. The cost or retriev�g the Television camera, under all circumstances, when it becomes lodged during insp�rction, shall be incidental to Television inspection. � Sanitary sewer mains must be laced with enough vr�ter to fill all low pints. The television inspection must be done immediately following the _�acing of the main with no water flow. If sewer is active, flow must be restricted to pr �vide a clear image of sewer being inspected. � SC-39 PART D - SPECIAL CONDITIONS 2. DOCUMENTATION: Television Inspection Logs: Printed location records shall be kept by the Contractor and will clearly show the, location in relation to an adjacent manhole of each sewer service tap observed during inspection. All television logs shall be referenced to stationing as shown on the plans. A copy of these television logs will be supplied to the City. 3. PHOTOGRAPHS: Instant developing, 35 mm, or other standard-size photographs of the television picture of problems shall be taken by the Contractor upon request of the Engirieer, as long as such photographing does not interFere with the Contractor's `operations. 4. VIDEOTAPE RECORDINGS: The purpose of tape recording shall be to supply a visual and audio record of problem areas of the lines that may be replayed. Video tape recording playback shall be at the same speed that it was recorded. The television tapes shall be furnished to the City for review immediately upon completion of the television inspection and may be retained a maximum of 30 calendar days. Equipment shall be provided to the City by the Contractor for review of the tapes. Tapes will be returned to the Contractor upon completion of review by the Engineer. Tapes shall not be erased without the permission of the Engineer. If the ta�es are of such aoor aualitv that the Enqineer is unable to evaluate the condition of the sewer line or to locate service connections, the �ontractor shall be reauired to re- televise and provide a aood tape of the line at na additional cost to the Citv. 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 1NSPECTION OF SANITARY SEWERS: The cost for post-construction Television Inspection of sanitary sewers shall be per line�r foot of sewer televised. The Contractor shall provide the Engineer with tapes of a quality that the particular piece of sewer can be readily evaluated as to sewer conditions and for providing appropriate means for review of the tapes by the Engineer. Television inspection shall include necessary cleaning (hydraulic jet or mechanical cleaner) to provide video image required for line analysis. The quantity of N inspection shall be measured as th� total length of new pipe installed. All costs associated with this work shall be included in the appropriate bid item - Post-Construction Television Inspection. The .item shall also include all costs "of installing and maintaining any bypass pumping required to provide reliable, regular sewer service to the area residents. All bypass pumping shall be incidental to the project. D-66 SAMPLES AND QUALITY CONTROL TESTING: A. The Contractor shall furnish, at its own expense, certifications by a private laboratory for all materials proposed to be used on the project, including a mix design for any asphaltic and/or Portland cement concrete to be used, and gradation analysis for sand and crushed stone to o�✓�siss SC-40 �� PART D- SPECIAL CONDlT ONS 0 � � be used along with the name of the pit from.which the mat��ial was taken. The contractor shall provide manufacturer's certifications for all manufacture � items to be used in the project pand will bear any expense related thereto. �I i � � � � � � � � � I'� B. Tests of the design concrete mix shall be made by the cor ractor's laboratory at least nine days prior to the placing of concrete using the same aggrega Me, cement, and mortar which are to be used later in the concrete. The Contractor shall pr �ide a certified copy of the test results to the City. �� C. Quality control testing of in-place material on this project own expense. Any retesting required as a result of fail� specifications will be at the expense of the contractor and determined by the City. The failure of the City to make ai relieve� the contractor of its responsibility to furnish materi� requirements of the contract. II be pertormed by the city at its of the material to meet project 1 be billed at commercial rates as tests of materials shall in no way and equipment conforming to the D. Not less than 24 hours notice shall be provided to the Cit�" by the Contractor for operations requiring testing. The Contractor shall provide access anc�-trench safety system (if required) for the site to be tested, and any work effort involved is �emed to be included in the unit price for the item being tested. E. The Contractor shall provide a copy of the trip ticket for the job site. The ticket shall specify the name of the pit s D-67 TEMPORARY EROSION, SEDIMENT, AND WATER /_� � load of fill material delivered to nq the fill material. LLUTION CONTROL: DESCRIPTION: This item shall consist of temporary soil erosion sediment and water pollution control measures deemed necessary by the Engineer for the duration of the contract. These control measures shall at no time be us � as a substitute for the permanent contro1 measures unless otherwise directed by the Er�' ineer and they shall not include measures taken by the CONTRACTOR to control con�tions created by his construction operations. The temporary measures shall include dik �. , dams, berms, sediment basins, fiber mats, jute netting, temporary seeding, straw mulch,�sphalt mulch, plastic liners, rubble liners, baled-hay retards, dikes, slope drains and other de�ices. CONSTRUCTION REQUIREMENTS: The En ineer has �he authori to define erodible earth 9 tY and the authority to limit the surface area of erodible- rth material exposed by preparing right-of-way, clearing and grubbing, the surface area o erodible-earth material exposed by excavafion, borrow and to direct the CONTRACTOR t provide temporary pollution-control measures to prevent contamination of adjacent streams,, �ther water courses, lakes, ponds or other areas of water impoundment. Such work may i volve the con�truction of temporary berms, dikes, dams, sediment basins, slope drains a 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 all be used to prevent or correct � erosion that may develop during construction prior t control features, but are not associated with permanen Engineer will limit the area of preparing right-of-way, c � borrow to be proportional to the CONTRACTOR'S c� firtish grading, mulching, seeding, and other such F installation of permanent pollution control features on the project. The ;aring and grubbing, excavation and �ability and progress in keeping the �rmanent pollution-control measures � o��aiss SC-41 PART D - SPECIAL CONDITIONS current in accordance with the accepted schedule. Should seasonal condiiions make such limitations unrealistic, temporary soil-erosion-control measures shall be performed as directed by the Engineer. 9. Waste or disposal areas and construction roads shall be located and constructed in a manner that will minimize the amount of sediment entering streams. 2. When work areas or mater'ial sources are located in or adjacent to live streams, such areas shall be separated from the stream by a dike or other barrier to keep sediment from entering a flowing stream. Care shall be taken during the construction and removal of such barriers to minimize the. muddying of a stream. 3. All waterways shall be cleared as soon as practicable of false work, piling, de6ris or other pbstructions 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 reservoirs with fuels, oils, bitumens, calcium chloride or other harmful materials. He shall conduct and schedule his operations so as to avoid or minimize siltation of streams, lakes and reservoirs and to avoid interference with movement of migratory fish. C. MEASUREMENT AND PAYMENT: All work, materials and equipment necessary to provide temporary erosion control shall be considered subsidiary to the contract and no extra pay will be given for this work. D-68 INGRESS AND EGRESS/OBSTRUCTION OF ACCESS TO DRIVES: The Contractor shall provide ingress and egress to the property being crossed by this construction and adjacent properiy when construction is not in progress and at night. Drives shall be left accessible at night, on weekends, and during holidays. The Contractor shall conduct his activities to minimize obstruction of access to drives and property during the progress of construction. Notification shall be made to an owner prior to his driveway being removed and/or rebuilt. D-69 ,PROTECTION OF TREES, PL'.ANTS AND SOIL: �411 property alang and adjacent to the Contractors' operations including lawns, yards, s�hrubs, 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 bwners' consent). Pruned limbs of 1" diameter or larger shall be thoroughly treated as soon as possible with a tree wound dressing. b-70 SITE RESTORATION: The cohtractor 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 LIST: Proposed products submitted in the bid documents must appear in the latest "City of Fort VVorth Standard Product List, for the bid to be°considered responsive. Products and processes listed in the "City of Fort Worth Standard Product List, shall be considered to meet City of Fort Worth minimum technical requirements. o��aiss SC-42 a PART D- SPECIAL CONDIT ONS '�J � � L�J ,"�J i� f� l �J I� D-72 STATE REVOLVING FUND (SRF) REQUIREMENTS: Th � project, in addition to standard City of Fort Worth requirements, may involve certain State requi �ments. These requirements, if applicable, are provided in the following documents and sho��d thoroughly be reviewed and completed by the contractor. 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 con �dered 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 �e pertormed in accordance with the City of Fort Worth Parks and Community Services Depa tment Specifications for Topsoil, Sodding and Seeding. �, � 1. TOPSOIL DESCRIPTION: This item will consist of furnishing and p topsoil, free from rock and foreign material, in all park grades as established by the Engineer. CONSTRUCTION METHODS: Topsoil will�be secured fi ('j supplement material secured from street excavation. A �..� which is suitable for topsoil will be used in the parkways obtained from a borrow source. Topsoil material secur � stockpiled at locations approved by the Engineer, and a operations, topsoil shall be placed on parkway areas sc inches of compacted depth of topsoil parkways. � 2. SODDING a minimum of six (6) inches of and medians to the lines and �n borrow sources as required to � excavated materials from streets and medians before any topsoil is � from street excavation shall be completion of grading and paving as to provide a minimum six (6) � DESCRIPTION: Sodding will consist of furnishing an�� planting Bermuda, Buffalo or St. Augustine grass in the areas between the curbs and wal�, on terraces, in median strips, on embankments or cut slopes, or in such areas as d ignated on the Drawings and in accordance with the requirements of this Specificati�. Recommended Buffalo grass � varieties for sodding are Prairie and 609. �� . � � L7 MATERIALS: Sod shall consist of live and growing Berr secured from sources where'the soil is fertile. Sod to b these grasses shall be alive and acceptable. Bermuda healthy, virile root system of dense, thickly matted root thickness of native soil attached to the roots. St. Augu virile root system of dense, thickly matted roots through of native soil attached to the roots. iuda, Buffalo or St. Augustine grass placed during the dormant state of and Buffalo grass sod shall have a throughout a finro .(2) inch minimum :ine grass sod shall have a healthy, at a one (1) inch minimum thickness � o��8�ss SC-43 PART D - SPECIAL CONDITIONS The sod shall be free from obnoxious weeds or other grasses and shall not contain any matter deleterious to its growth or which might affect its subsistence or hardiness when transplanted. Sod to be placed between curb and walk and on terraces shall be the same type grass as adjacent grass or existing lawn. � Care shall be taker� 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 e�isting 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 L^. Spot Sodding Furrows parallel to the curb line or sidewalk lines, twelve (12) inches on centers or to the 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 on twelve (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 twsnty-five (25) pounds per square inch compression. Hand tamping may be required on terraces�. Block Sodding. At locations on the Drawings or where directed, sod blocks shall be c�'refully 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 of block sod, which, in the opinion of 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 pegs driven through the 's�`d 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 tf�e 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��aiss SC-44 � LJ � PART D - SPECIAL CONDI �IONS a � � � � � � � � � � � � � � � � 3. SEEDING 0 DESCRIPTION: "Seeding" will consist of preparing grouna� ��oviding and planting seed or a mixture of seed of the kind specified along and across su areas as may be designated on the Drawings and in accordance with these Specifications. � MATERIALS: a. General. All seed used must carry a Texas Testir � Seed label showing purity and germination, name, type of seed, and that the seed rr aets all requirements of the Texas Seed Law. Seed furnished shall be of the previous se�on's crop and the date of analysis shown on each tag shall be within nine (9) months of t�ne of delivery to the project. Each variety of seed shall be furnished and delivered in sep�ate bags or containers. A sample of each variety of seed shall be furnished for analysi and testing when directed by the Engineer. � ' The specified seed shall equal or exceed the fol �wing percentages of Purity and germination: Common Name Common Bermuda Grass Annual Rye Grass Tall Fescue Western Wheatgrass Buffalo Grass Varieties Top Gun Cody Puri 95% 95% 95% 95% 95% 95% Germination 90% 95% 9�% 90% 90% 90% Table 120.2.(2)a. URBAN AREA WARM-SEASON SEEDING RATE (bs.); Pure Live Seed (PLS) Mixture for Clav or Tiah �Soils Mixture for Sandv Soils Dates (Eastern Sections) (Western Sectio� s) (All Sections) Feb 1 Bermudagrass 40 Buffalograss � Bermudagrass 60 to Buffalograss 60 Bermudagrass Buffalograss 40 May 1 Total: 100 Total: :)0 Total: 100 Table, 120.2.(2jb TEMPORARY COOL-SEASON SEEDING RATE� (Ib.) Pure Live Seed (PLS) Dates Aug 15 to May 1 (All Sections) Tall Fescue Western Wheatgrass Annual Rye 50 50 50 0 � � 05/18/99 SC-45 ' PAI�T D - SPECIAL �ONDITIONS Totai: 100 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 this Contract, seeding of the type specified shall be performed in accordance with the requirements hereinafter described. a. Watering. Seeded areas shall be 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 prep�ration 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� mechanical methods, the seed shall be sown in two 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. "Finishing" 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) inch in diameter or they 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 corrugated 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 loosened to the minimum depth of three (3) inches and all particles in the seed bed shall be reduced to less than one (1) in�h in diameter, or they shall be removed. The area shall then be finished to 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 become sufficiently dry to, be loose and pliable, the seed, or seed mixture specified, shal( 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 two directions at right angles to each other. Seed and fertilizer may be distributed at the same time, provided'the 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 o��siss SC-46 a PART D- SPECIAL CONDI ONS � L�J Ll I�� I� `� l�J u � � L�J � without ruts or tracks. In between the 'time compacting completed and the asphalt is applied, the planted area shall be watered sufficiently to sure uniform moisture from the surface to a minimum of six (6) inches in depth. The application of asphalt shall follow the last watering as apidly as possible. Asphalt shall be of the type and grade as shown on tF�e Drawings and sh �II conform to the requirements of the item 300; "Asphalts, Oils �and Emulsions". If the type " asphalt to be used is not shown on the Drawings, or if Drawings are not�� included, then M�2 shall be used. Applications of the asphalt shall be at a rate of three-tenIths (0.3) gallons p square yard. It shall be applied to the area in such a manner so that a cbmplete film is obt ned and the finished surface shall be comparatively smooth. I �: RE-SEEDING OF AREAS PLANTED' WITH COOL SE �SONS SPECIES: Areas where temporary cool season species have b��een planted may t�a replanted beginning February 1 with warm season species as listed in T ble 120.2(2)a. Th� re-seeding will be achieved in the following manner. The cool season sp��ies shall be mow .down to a height'of one (1) inch to insure that slit-seeding equipment wil�� be able to cut thr�gh the turf and achieve adequate soil penetration. I � . * Slit-seeding, is achieved through theI us�e of an implem t which cuts a furrow (slit) in the soil and places the seed in the slit whicl� is then pressed cl se with a cultipacker wheel. � ' CONSTRUCTION WITHIN PARK AREAS i i � TURF RESTORATION OF PARK ARE�AS: FERTILIZER ; DESCRIPTION: "Fertilizer" will consis of� providing and C stributing fertilizer over such areas a s a r e d e s i g n a t e d o n t h e D r a w i n g 5� a n � i n, a c c o r d a n c e w i t t h e s e S p e c i f i c a t i o n s. � MATERIALS: All fertilizer used shalt be delivered in ags or containers clearly labeled showing the analysis. The fertilizer� is, subject to te � ing by the City of Fort Worth in accordance with the Texas Feriilizer L�w.; A pelleted or g�anulated fertilizer shall be used with an analysis of 16-20-0 or 16-5-8 or having the analysis s,hown on the Drawings. The figures in the analysis represent the percer�t of nitrogen, ph�phoric acid, and potash nutrients respectively as determined by the I methods of the �ssociation of Official Agricultural Chemists. � I � In the event it is necessary to substit�te a fertilizer of a d�erent analysis, it shall be a pelleted or granulated fertilizer with a lower �oncentration. Tot� amount of nutrients furnished and applied per acre shall equal or excee� th'at specified for ch nutrient. CONSTRUCTION METHODS: Wheri+ an item for fertili er is included in the Drawings and proposal, pelleted or granulated fertil�zet shall be applie � uniformly over the area specified to be fertilized and in the manner direc�ed for the particula item of work. Fertilizer shall be dry and in good physical condition. ertilizer that is p�wdered to caked will be rejected. Distribution of fertilizer as a particula� item of work shall =�eet the approval of the Engineer. I � � o��aiss � SC-47 � PART D - SPECIAL CONDITIONS Unless otherwise indicated on the Drawings, fiertilizer shall be applied t�niformly at the average rate of 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 material 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, tools and incidentals necessary to supply, transport, stockpile and place topsoil or salvage topsoil as specified shall be inctuded 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 c°ontract. The contract unit price shall be the total compensation for furnishing and placing all sod; for all rolling and tamping; for all watering; for dispos,al 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 as follows: Fertilizer 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/FdNAL INSPECTION: o��a�ss SC-48 � � 1. � 2. � PART D- SPEC.IAL CONDIT ONS Prior to the final inspection being conducted for the pro yct, the contractor shall contact the city inspector in writing when the entire project or a d Tignated portion of the project is substantially complete. . f The inspector along with appropriate City staff and the ��ity's consultant shall make an inspection of the substantially completed work and prep� e and submit to the contractor a list of items needing to be completed or corrected. _ � 3. The corrtractor shall take immediate steps to rectify the �isted deficiencies and notify the owner in writing when all the items have been completecT�or corrected. p 4. Payment for substantial completion inspection as v�ll as final inspection shall be subsidiary to the project price. Contractor shall still ��e required to address all other deficiencies which are discovered at the time of final ins�ctio,n. . �J �wJ 5. Final inspection shall be in conformance with � Inspection" of PART C- GENERAL CONDITIONS. D-76 EXCAVATION NEAR TREES: I condition item "C5-5.18 Final 1. The Contractor shall be responsible for taking meas res to minimize damage to tree � limbs, tree tr,unks, and tree roots at each work si . A(I such measures shall be considered as incidental work included in the Contract � nit Price bid for applicable pipe or structure installation except for short ,tunneling/tree aug:=:ring. � L�1 2. �Any and all trees located within the equipment operat �g area at each work site shall, at the direction of the Engineer, be protected by erectinc a"snow fence" along the drip line or edge of the tree root system between tree and the c}�nstruction area. 3. Contractor shall inspect each work site in advance 'id arrange to have any tree limbs � pruned that might be damaged by equipment operati ns. The Engineer shall be notified at least 24 hours prior to any tree trimming work. !o trimming work will be permitted within private property without written permission of th � Owner. _ � � � 4. Nothing shall be stored over the tree root system withi'�� the drip line area of any tree. 5. Before excavation (off the roadway) withira the drip lin �y 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 '��hort tunnel" method using Class 51 D.I. pipe shall be utilized. ' � 7. � 8. � � 05/18/99 Except in ar�as where clearing is allowed, all trees ��p to 8" in diameter damaged during construction shall be removed and replaced with th same type and diameter tree at the contractor's expense. Contractor shall employ a qualified landscaper for II the work required for tree care to ensure utilization of the best agricultural practices ar�� procedures. a SC-49 PART D - SPECIAL CONDITIONS 9. Shorf tunneling shall consist of power augering or hand excavation. The tunnel diam,�ter 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 ENCASE�VIENT 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 locationss' indicated on the Drawings or as directed by the City. Clay dams shall be keyed into undisturbed soil to make an impervious barrier to reduce groundwater percolation through the pipeline trench. Construction material shall consist of compacted bentonite clay� or 2:27 concrete. Payment for work such as forming, placing and finishing shall be subsidiary to the price bid for pipe installation. D-79 EXPLORATORY EXCAVATION (D-HOLE): The Contractor shall be responsible for verifying�the locations of.a�l existing utilities prior to construction, in accordance with item D-22. At locations identified on the drawings, contractor shall conduct an exploratory excavation (D- Hole), to locate and verify the location and elevation of the existing unde�ground 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 IocatioT�s 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 locations identified on the plans or as directed by the Engineer, shall include full compensation for all materials, excavation, surFace restoration, field surveys, and all incidentals necessary to complete the work, shall be the unit price bid. No payment shall be made for exploratory excavation(s) conducted after construction has begun. D-80 INSTALLATION OF WATER FACILITIES s. 80.1 Polyvinyl Chloride (PVC) Water Pipe: POLYVINYL Chloride Plastic Water Pipe and fittings on this Project shall be •in accordance with the material standard contained in the �General Contract Documents. Payment for work such as backfill, bedding, blocking, detectable tapes and all other associated appurtenant required, shall be included in the linear foot price bid of the appropriate BID ITEM(S). o��8�ss SC-50 . � � � PART D - SPECIAL COND.TIONS �� L�J � � lJ � � � � � LJ L�J u � � � l�J � 05/18/99 80.2 Blocking: Concrete blocking on this Project wi necessarily be required as shown on the Plans and shall be installed in accordance with t General Contract Documents. Aal valves shall have concrete blocking provided for suppo ting. No separate payment will be made for any of the work involved for the item and all c ts incurred will be considered to be included in the I.inear foot bid price of the pipe or the bid �rice of the valve. . 80.3 Type of Casing Pipe: 1. WATER: The casing pipe for open cut and bored or tunnel `� section shall be AVW1/A C-200 Fabricated Electrically Welded Steel Water Pipe, an�hall conform to the provisions of E1-15, E1-5 and E1-9 in Material Specifications of eneral Contract Documents ar�d Specifications for Water Department Projects. .The st el casing pipe shall be supplied as follows: For the inside and outside of casing pipe, coal-tar p� tective coating in accordance with the requirements of Sec. 2.2 and related sections in A�A C-203. Touch-up after field welds shall provide coating equal � those specified above. . C. Minimum thickness for casing pipe used shall be 0. 75 inch. � Stainless Steel Casing Spacers (centering style) s ach as manufactured by Cascade Waterworks Manufacturing Company or an approv � equal shall be used on all non- concrete pipes when installed in casing. Installation s:all be as recommended by the manufacturer. 2. SEWER: Boring used on this project shall be in accordance �h the material standard E1-15 and Construction standard E2-15 as per Fig. 110 of the G neral Contract Documents. 3. PAYMENT: Payment for all materials, labor, equipment, exca� tion, concrete grout, backfill, and incidental work shall be included in the unit price bid �r foot. 80.4 Tie-lns: The Contractor shall be responsib e for making tie-ins to the existing water mains. It shall be the r.esponsibility of the Cont actor to verify the exact Iocation and elevation of the existing line tie-ins. And any diffe nces in locations and elevation of existing line tie-ins between the contract drawings d what may be encountered in the field shall be considered as incidental to construc n. The cost of making tie-ins to existing water or sanitary sewer mains shall be incl ed in the linear foot bid price of the pipe. 80.5 Connection of Existing Mains: The C�ntractor shall determine the exact location, elevation, configuration and angulation of isting water or sanitary sewer lines prior to manufacturing of the connecting piece. A. differences in locations, elevation, configuration, and or angulation of existing lines be een the contract drawings and what may be encountered in the said work shall be con �idered as incidental to construction. Where it is required to shut down existing mains in �rder to make proposed connections, such down time shall be coordinated with the Engi�eer, and all efforts shall be made to keep this down time to a minimum. In case of hutting down an existing main, the SG51 � PART D - SPECIAL CONDITIONS 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 INTERRUPTfON 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 {ocation, time, and schedule of the service interruption. The cost of removing any existirtg 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 'Vatve Cut-lns: It may be necessary to cut-in gate valves to isolate the water main from vGhich 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 cons�,mers 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, blocki�ng and all other associated appurtenants required, shall be included in the price of the appropriate bid items. 80.7 W�ter Services: The relocation,, replacement, or reconnection of water services will be required as shown on the plans, and/or as described in these Special Contract Documents in addition to those located in the field and identified by the Engineer. . All service's shall be constructed by the contractor�utilizing approved factory manufactured tap saddles (when required) and corporation stops, type K copper water tubing, curb stops with lock wings, meter boxes, and if required approved manufactured service branches. All materials used shall be as specified in the Material Standards (E1- 17 & E1-18) contained in the General Contract Documents. All water services to be replaced shall be installed at a minimum depth of 36 inches below final grade. All existing 3/4-inch water setvice lines which are to be replaced shall be replaced with 1- inch Type K copper, 1-inch diameter tap saddle when required, and 1-inch corporation from the main line to the meter box. All services which are to be replaced or relocated shall be installed with the service main tap and service line being in line with the service meter unless otherwise directed by the Engineer. A minimum of 24 hours advance notice shall be given when service interruption will be required as specified in Section C5-5.15 INTERRUPTION OF SERVICE. All water service meters shall be removed, fiagged, and collected by the contractor for pickup by the Water Department for reconditioning or replacement. After installation of the water service in the proposed location and receipt of a meter from the project inspector o��8�ss SG52 Q PART D - SPECIAL COND �TI.ONS 0 L+�J L+�1 L�J L�1 � L�'J � �, � �� I�� J the contractor shall install the meter. The meter box�'�hall be reset as necessary to be flush with existing ground or as otherwise directed by tt�e Engineer. All such work on the outlet side of the service meter shall be perform�d by a licensed plumber. 1. WATER �SERVICE REPLACEMENTS: Water se ce replacement or relocation is required when the existing service is lead or is too sha w to avoid breakage during street reconstruction. The contractor shall replace the exist �g service line with Type K copper from the main to the meter, curb stop with lock wings, � nd corporation stop. Payment for all work and materials such a's backfill, stop with lock wings, service line adjustment, and an center line existing meter location to center line propc in the Linear Foot price bid for.Copper Servi.�e Lin Meter. Any vertical adjustment of customer service subsidiary to the service installation. �ittings; type K copper tubing, curb � relocation of up to 12-inches from �d meter location shall be included : from Main to five (5) feet behind ine within the 5 foot area shall be Payment for all work and materials such as tap saddl�(if required), corporation stops, and fittings shall be included in the price bid for Service Ta s to Main. 2. WATER SERVICE RECONNECTION: Water servic existing service is copper and at adequate dept reconstruction. The contractor shall adjust the exist reconnection and furnish a new tap with corporation one (1) Service Tap to Main for each service reconnE used in excess of five (5) feet from Main to five (5) fe� reconnection is required when the to avoid breakage during street g water service line as required for �top. The contractor will be paid for :ted plus for any copper service line behind the Meter. 3. WATER SERVICE METER AND METER BOX RE � CATIONS: When °the replacement and relocation of a water service and meter box is r� uired and the location of the meter and meter box is moved more than twelve (12) inch , as measured from the center line of the existing meter to location to the center line of tf�e proposed meter location, separate payment will be allowed for the relocation of servicelmeter and meter box. Centerline is defined by a line extended from the service tap throu�h the meter. Only relocations made perpen�icular to this centerline will be paid for sep�ately. Relocations made along the centerline will be paid of in feet of copper service line � � When relocation of service meter and meter box i� required, payment for all work and materials such as backfill, fittings, five (5) feet of typ�: K copper service and all materials, labor, and equipment used by and for the licensed �.�umber shall be included in the price � bid for the service meter relocation. All other cost will be included in othe� appropriate bid item(s). � This item will also be used to pay for all service neter and meter box relocations as required by the Engineer when the service line is n being replaced. Adjustment of only the meter box and customer service line within 5 f t distance behind the meter will not a justify separate payment at any time. Locations �r�ath multiple service branches will be paid for as one service meter and meter box relocati m. � � o��aiss SG53 � PART D - SPECIAL CONDITIONS 4. NEW SERVICE: (when required), and meter box. When new services are required the contractor shall install tap saddle corporation stop, type K,copper service line, curb stop with lock wings, Payment for all work and materials such as backfill,. fittings, type K copper tC�bing, and curbx stop with lock wings shall be included in the Linear Foot price bid for Service Line from Main to Meter five (5) feet behind the,meter. Payment for all work and materials such as tap saddle, corporation stops, and fittings shall be included in the price bid for Service Taps to Mains. Payment for all,work and materials such as furnishing and setting new meter box shall be included in the price bid for furnish and set meter box. 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 o�ly and all other cost will be included in other appropriate bid item(s). 6. MULTIPLE STREET SERVIC� 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 recon[�ections with the building owners arid the Engineer in order that the work be performed in an expeditious manner. Severed water service must be reconnected within 2 hours of discontinuance of service. A 2-inch tapping saddle and 2-inch corporation stop or 2-inch gate valve with an appropriate fire. hydrant adapter fitting shall be required at the temporary service point of connection to the City water supply. The 2-inch temporary service main and 3/4-inch service lines shall be installed in accordance fo 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 me'ters shall be removed, tagged �and collected �y the Contractor for delivery to the Water Department Meter Shop for reconditioning or replacement. Upon restoring permanent service, the Contr,actor 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��siss T SC-54 � � � PART D - SPECIAL CONDI�'IONS 0 L�J � , ,�� L�J � L�J L�J The temporary service layout shall tiave a minimum a-ailable flow rate of 5 GPM at a dynamic pressure of 35 PSl per service tap. This criteri : shall be used by the Contractor to determine the length of temporary service allowed, n,mber of service taps and number of feed points. When the temporary service is required for more than ne location the 2-inch temporary service pipes, 3/4-inch service lines and the 2-inch ��ter shall be moved to the next successive project location. Payment for work such as fittings, 3/4-inch service lin , asphalt, barricades, all service connections, removal of temporary services and � I other associated appurtenants required, shall be included in the appropriate bid item. ° . 80.9 Adjust Manholes, and Vaults (Utility Cut): �ontractor will be responsible for adjusting water valve boxes, manholes and vaults to �atch new pavement grade. The unit price bid will be full payment for materials includ ig all labor, equipment, tools and incidentals necessary to comptete the work. 80.10 Adjust Water Valve Boxes: Contractor will �e responsible for adjusting water valve boxes to match new pavement grade. The water valves themselves will be adjusted, if necessary, by City of Fort INorth Water De rtment forces. Prior to the beginning of work, the Contractor shall mk'ke an inventory of the condition of existing water valve boxes.. The Construction Engine�r will field verify this inventory and � provide the Contractor replacements�for broken valve oxes. The contractor shall replace the valve boxes which are damaged dur,ing constructi� at no cost to the Ci . � � LeJ 'J � �� !�J �� The unit price bid per �each will be full compen tools, and incidentals necessary to complete the 80.11 Purging and Sterilization of Water Lines: raewly constructed water lin,es shall be purged and s the General Contract Documents and Specificatioi Contractor will furnish all water for INITIAL cleaning materials for construction of the project, including apF chlorine gas or chlorinated lime (HTH) shall be furni: lime (HTH) shall be used in sufficient quantities to p � PPM. The residual of free chlorine shall be measure than 10 parts per million of free chlorine. Chlorinat sanitary sewer system. Should a sanitary sewer no be "de-chlorinated" prior to disposal. The line ma� successive sets of samples, taken 24 hours apart, h[ purity. � for all labor, materials, equipment, 3efore being placed into service all ;rilized in accordance with. E2-24 of � except as modified herein. The �nd sterilization of water lines. All opriately sized "pipe cleaning pigs", �ed by the Contractor. Chlorinated vide a chlorine residual of fifty (50) after 24 hours and shall not be less i water shall be disposed of in the �e available, chlorinated water shall not be placed in service until finro �e met the e°stablished standards of � Purging and sterilization of the water lines shall be �msidered as incidental to the project and all costs incurred will be considered to be incl ed in the linear foot bid price of the pipe. � � Qo��8�ss SC-55 PART D - SPECIAL CONDITIONS 80.12 Work Near Pressure Plane Boundaries: Contractor shail take note that the water line to be replaced under this contract may cross or may be in close proximity to an existing pressure plane boundary. Care shall be taken to ensure 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 Op�rations Warehouse. PAYMENT FOR FIGURE 34 INSTALLATIONS: Payment for all work and materials necessary for the installation of the 3I4-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 pric� bid for Water Sample Stations. � PAYMENT FOR FIGURE 33 INSTALLATIONS: Payment for all work and materials necessary for the installation tap saddle, gate valve, and fittings sh�ll 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 I�on Fittings: Reference Part E2 Construction Specifications, �ection 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 conc,rete cradle necessary for construction as designed. • o��a�ss SC-56 �J 0 �J � L�J �'�J � L�� f�l L■J � L�� l 1. Steel "T" = Bar stakes, 6 feet long. 2. Smooth Horse-Wire: 14-1/2 gauge (medium gau e) or 12 gauge (heavy gauge). � 3. Surveyor's Plastic Flagging: "Tundra" weight, I�rnational fluorescent orange or red color. � � � 05/18/99 PART D - SPECIAL CONDIT �NS All ductile-iron and gray-iron fittings, valves and sp��cials shall be wrapped with polyethylene wrapping conforming to Material Specifi � tion E1-13 and Construction Specification E2-13. Wrapping shall precede horizonta concrete blocking, vertical tie- down concrete blocking, and concrete cradle. Paymen for the polyethylene wrapping, horizontal concrete blocking, vertical tie-down concrete bl �cking, and concrete cradle shall be included in bid items for vales and fittings and no othes'payments will be allowed. D-81 SPRINKLING FOR DUST CONTROL: All applicable provisions of Standard Specifications Item 200, "'prinkling for Dust Control" shall apply. However, no direct payment will be made for this item nd it shall be considered to this contract. D-82 DEWATERING: The Contractor shall be responsible for determining the meth of dewatering operation for the water or sewage flows from the existing mains and ground ater. The Contractor shall be responsible for damage of any nature resulting from the dewate.;ing operations. . The DISCHARGE from any dewatering operation shall be�conducted as approved by the Engineer. Ground water shall not be discharged into sanitary �,, wers. Dewatering shall be considered as incidental to a considered to be included in the project price. D-83 TRENCH EXCAVATION ON DEEP TRENCHES: and all costs incurred will be Contractor to prevent any water flowing into open trench durin � 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 specia condition. D-84 TREE PRUNlNG: A. REFERENCES: National Arborist'Association's "Prun;�ng Standards for Shade Trees". B. ROOT PRUNING EQUIPMENT 1. Vibratory Knife ' 2. Vermeer V-1550RC Root Pruner C. NATURAL RESOURCES PROTECTION FENCE ' S C-57 ' PART D -'SPECI�iL CONDITIONS 4. Combination Fence: Commercialiy manufactured combination so'il 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 minimum 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-inch maximum cut or fill, with no roots over 1-inch diameter being cut unless cut by hand or cut by specified methods, equipment and protection. MULCHING: Apply 2-inches to 4-inches of wood chips from trimmi�g or clearing operation on areas designated by the Engineer. Tree Pruning shall be considered subsidiary to the project contract price. o�rsiss SC-58 1 � PART D�- SPECIAL CONDI� IONS 0 � � u ��j � � Ir� L!� D-85 TREE REMOVAL: Trees to be removed shall be removed using applicable metr removal, loading, hauling and dumping. Extra caution shal utilities both overhead and buried. The Contractor shall ii damage to utilities and private property including, �but not lim pavement, fences, walls, sprinkler system piping, etc., at no cc removal, including temporary service costs, shall be considere price and no additional payment will be allowed. D-86 TEST HOLES; The matter of subsurface exploration to ascertain the nature C rock, if any, through which this pipeline installation is to be m� all prospective bidders, and any bidder on this project shall Whether prospective bidders perform this subsurFace explo whether they make such determination by the use of test hole discretion of such prospective bidders. If test borings have been made and are provided for bidder's on the logs of borings in the appendix of this specification, it i; City nor the Engineer guarantees the accuracy for the encountered in excavations is the same, either in character, the boring logs. It shall be the responsibility of the bidder to n as he deems necessary to determine the nature of the materi assumes all responsibility for interpretation of these records ; required excavation and of doing other work affected by the g � ;ds, including stump and root ball . be taken to not disrupt existing Tnediately repair or replace any ed to, water and sewer services, �t to the Owner. All costs for tree subsidiary to the project contract ' the soils, � including ttie amount of de is the responsibility of any and abmit his bid under this condition. �tion jointly or independently, and or other means, shall be left to the nformation, at the locations shown expressly declared that neither the information or that the material �ca�ion, or elevation, as shown on ake such subsurface investigations il to be excavated. The Contractor nd for making and maintaining the ology of the site. The cost of all rock removal and other associated appurtenar �es, if required, shall be included in � the linear foot bid price of the pipe. I'� I�J � L�J � � � 05/18/99 SC-59 0 � DA-1 {� DA-2 f►,,,i DA-3 � l�■J l■J � L�J l�J u � , � �' � �� L!�J u � PART DA�. - ADDITIONAL SPECIAL ONDITIONS • PIPELINE REHABILITATION CURED-IN-PLACE PIPE ..� ........................:................ OMITTED PIPELINE REHABILITATION PIPE ENLARGEMENT SY 'TE1V1 .:....................................ASC-3 . PIPELINE REHABILITATION FOLD AND FORM P�IPE ............................................. OMITTED DA-4 SLIPLINING ...............................................................................................................OMITTED DA-5 PIPE INSTALLED BY OTHER THAN OPEN CUT ......... ........................................... OMITTED DA-6 SERVICE LINE POINT REPAIR / CLEANOUT REPAIR ...........:................................ OMITTED DA-7 PROTECTIVE MANHOLE COATING FOR CORROS�lO � PROTECTION ......................ASC-10 DA-8 MANHOLE REHABILITATION ITEMS ......................... ............................................ OMITTED DA-9 SURFACE PREPARATION FOR MANHOLE REHABIL TATION ............................... OMITTED DA-10 INTERIOR MANHOLE COATING - MICROSILICATE-1�_ORTAR SYSTEM ................ OMITTED �A-11 INTERIOR MANHOLE COATING - QUADEX SYSTEIV� ............................................. OMITTED DA-12 INTERIOR MANHOLE COATING - SPRAYWALL DA-13 INTERIOR MANHOLE COATING - RAVEN LINING DA-14 INTERIOR, MANHOLE COATING - PERMACAST DA-15 INTERIOR MANHOLE COATING-STRONG-SEAL EM ..........................................ASC-13 M......................................ASC-15 M WITH EPDXY LINER.... OMITTED TEM ..................................... OMITfED DA-16 RIGID FIBERGLASS MANHOLE LINERS .................1....................:...................:...... OMITTED DA-17 PVC LINED CONCRETE WALL RECONSTRUCTIOf� ............................................... OMITTED DA-18 PRESSURE GROUTING .......................................... � ................................................ OMITTED DA-19 VACUUM TESTING OF REHABILITATED MANHOLI�S ............................................. OMITTED DA-20 FIBERGLASS MANHOLES .....................................:�................................................ OMITTED DA-21 LOCATION AND EXPOSURE OF MANHOLES ANCj WATER VALVES ..................... OMITTED DA-22 REPLACEMENT OF CONCRETE CURB AND GUT''ER ...............................................ASC-18 DA-23 REPLACEMENT OF 6" CONCRETE DRIVEWAYS : ......................................................ASC-18 DA-24 REPLACEMENT OF H.M.A.C. PAVEMENT AND B�.SE ............................................. OMITTED DA-25 GRADED CRUSHED STONES ...........:.................: t.................................................. OMITTED oai�s�ss ASC-1 , � PART DA - ADDITI�NAL S�PECIAL CONDITIONS � aDA-26 WEDGE MILLING 2" TO 0" DEPTH 5.0' WIDE ....................................:...................... OMITTED DA-27 BUTT JOINTS — MILLED .............................................................................................�OMITTED Pj �a DA-28 2" H.M.A.C. SURFACE COURSE (TYPE "D" MIX) .................................................... OMI�I—fED DA-29 REPLACEMENT OF 7" CONCRETE VALLEY GUTTER ............................................ OMITTED D DA-3Q NEW 7" CONCRETE VALLEY GUTTER .................................................................... OMITTED � DA-31 NEW 4" STANDARD WHEELCHAIR RAMP ............................................................... OMITTED � DDA-32 8" PAVEMENT PULVERIZATION ............................................................................... OMITTED � DA-33 REINFORCED CONCRETE PAVEMENT OR BASE (UTILITY CUT) .............................ASC-19 � DA-34 RAISED PAVEMENT MARKERS ................................................................................ OMITTED DA-35 POTENTIALLY PETROLEUM CONTAMINATED MATERIAL HANDLING ................. OMITTED � DA-36 LOADING, TRANSPORTATION, AND DISPOSAL OF CONTAMINATED SOIL ........ OMITTED D , DA-37 ROCK RIPRAP - GROUT - FILTER FABRIC .............................................................. OMITTED DA-38 CONCRETE PIPE FITTINGS.AND SPECIALS ...........:............................................... OMITTED o � � � � ��, L�� o4i� siss AS C-2 a � a � L�J � � u � � � � '!�J �'J � � 2. 3 4 Description: This specification includes re �irements to rehabilitate existing sanitary sewers by the pipe enlargement sy.st m, herein called Pipe Bursting or Pipe Crushing (Pipe Bursting/Crushing). This stem includes splitting or bursting the existing pipe to install a� new polyethylene��ipe and reconnect existing sewer service connections. Methods: This section specifies the include all labor, materials, tools, equipr for the complete rehabilitation of dete Bursting/Crushing systems. �� Approved (PIM System), Piscata Way, New Jerse� for Pipe Crushing), Houston, Texas; anc System), Calgary, Canada. Refer to SIBSTITUTIONS for information regardii processes. system method or process to incidentals necessary to �rovide aravity sewer lines by the Pipe � include: the PIM Corporation Construction (McConnell �System ;ss Replacement Systems, (TRS - SPECIAL CONDITIONS D-61 �proval procedures for alternative Definition: The Pipe Bursting/Crushing syste gravity sewer pipe by installing an approved � pre-approved methods set forth in�Section A involves the use of a static, .hydraulic or E suitably sized to break out the old pipe or � flared plug that implodes� and crushes the ex of the "mole" or the "knife" may be aided b other apparatus, as specified in the approvec either pulled or pushed into the bore. The m sizes from 8" through 21" and/or upsizing in specification is based on the precedent thai used has been pre-approved by the City of Fc and Fort Worth Water Department. Quality Assurance: �� is defined as the reconstruction of ��e material, by means of one of the � of this specification. The process eumatic hammer "moling" device, ing . modified , boring "knife" with a ting sewer pipe. �Forward progress �the use of hydraulic equipment or methods. The replacement pipe is ;thod allows for replacement of pipe varying increments up to 21 ". This the Pipe Bursting/Crushing system rt Worth�Department of Engineering, The Contractor shall be certified by the part',ular Pipe Bursting/Crushing system manufacturer that such firm is a licensed in �ller of their system. No other Pipe Bursting/Crushing system othe,r than tho listed in Section A.2. of these specifications is acceptable. a. F,ersonnel directly involved with in° alling the new pipe shall receive � training in the proper methods for jo t fusing, handling, and installing the polyethylene pipe. Training sh II be performed by a qualified representative as determined by the pe manufacturer. a� b. Personnel directly involved with i talling the new i e shall receive PP • training in the prope'r methods for jo t fusing, handling, and installing the � polyethylene pipe. Training sh II be qerformed by a qualified representative as determined by the ipe manufacturer. � 04/16/99 J PART DA - ADDIiIONAL SPECIAL � CONDITIONS DA-2 PIPE ENLARGEMENT SYSTEM: A. �GENERAL: AS C-3 PART DA - ADDITIONAL SPECIAL CONDITIONS 5. 1) Detail drawings and written description of the entire construction procedure to install pipe, . bypass sewage flow and reconnection of sewer service connections. L 2) Working drawings for information only showing sewage flow bypass, and maintenance of traffic. Contractor shalt provide for continuous sewerage flow. Dewatering shall be the Contractor's responsibility. � 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. I� �c. Location and number of insertion or access pits shall be planned by Contractor and submitted in writing prior to excavation for approval by DOE. Method of construction and restoration of existing sewer �service connections: This shall include: 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 become damaged before or during installation, it shall be repaired as recommended by the manufacturer or replaced as required � by the Project Manager at the Contractor's expense, before proceeding further. c. Deliver, store and handle other materials as required to prevent damage. 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 category shall be extra high (250,000 to � I� -�� I;� � 04/16/99 ASC-4 0 � I�l � � � '�I � � � � D � C. � � � � � 04/16/99 P�4RT DA - ADDlTIONAL SPECIAL CONDITIONS 1,500,000) as per the Gel Permeation Chroma�ography determination procedure with a typical value of 330,000. � ,� c. 2. C� The interior of the pipe shall be a light �eflective color to facilitate closed circuit television inspection. The pipe material shall be listed by tt Tft-4. The pipe material shall have �as at 73 F and 800 psi at 140 F. The manufacturer's certification shall � from one specific resin and shall- statE pipe shall be made of virgin material.. I _: �the manufacturer's own production of t' lastic Pipe Institute (PPI) in PPI rostatic design �basis of 1600 psi that the pipe was manufactured : resin used and its source. All �work, except that obtained from �me formulation, shall be used. Pipe supplied under this specification all have a nominal IPS (Iron Pipe Size) outside diameter. The Stan �rd Dimension Ratio (SDRI and minimum oressure ratina of the pipe sh� I be SDR 17 - 100 �si., Pipe with a lower SDR ratio and higher pressure rating may be used in lieu of the minimum specified. Tests: The Contractor shall be required to Worth on the production material. . .a � c. The .pipe manufacturer shall provi production product meets these spe .�that production product has been te; and validated in accordance with the The pipe manufacturer shall providE testing "has been performed on the include a stress life curve per ASTM performed i� accordance with ASTM [ nd submittals to the City of Fort certification that samples of the cations. The certification will state i in accordance with ASTM D2837, �st revision of PPI TR-3. certification that stress regression �ecific product. Certification shall )2837 and testing shall have been ,837. Rejection: Polyethylene plastic pipe d fittings may be rejected for failure to meet any of the requirements of thi specificatior�. SEWER SERVICE CONNECTIONS: 1. Sewer Service Connections: Sewer service new pipe by mechanical or fusion methods. shall be drilled in the pipe the full inside diam �nnections shall be connected to the Once the saddle is secured, a hole ter of saddle outlet. 2. Pipe Saddles: Mechani�al saddles shall be �ade of polyethylene pipe compound that meets the�requirements of ASTM .D124& Class C, have stainless steel straps and fasteners, neoprene gasket and backu� plate. Mechanical saddles shall be Str,�p-on-Saddle Type as manufactured .��y Driscopipe or Tapping Saddle manufactur�d by DuPont, or approved equal. Fusion saddles shall be electrofusion branch saddles as manufactu �ed by Central Plastics Company, or approved equal. ASG5 PART DA - ADDITIONAL SPECIAL CONDITIONS 3. Connection to Existing Service: Connections to the existing sewer service connections pipe shall be made using flexible couplings. All flexible couplings shall conform to ASTM C425 and shall be as manufactured by Fernco Joint Sealer Co., DFW Plastics, Inc. or approved equal. Backfill at service �connections shall be cement stabilized sand (2 sacks •per- cubic -yard) to a point 12 inches above the service lateral �to :trench intersection , and shall be in � accordance with .these specifications. . The Contractor� shall;-upon request,� permit the Engineer to take elevations �on both the existing and � new portions of the �service connection pole to determine final grade and invert.elevations. Elevation,changes greater than 0.10 feet from the house lateral piping and shall be�reconnected �as directed by'the Engineer. � 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 �and bypass lines shall be of �adequate capacity �and size to ��. �-� :� handle the flow without �sewage backup occurring to facilities connected to the sewer. b. The Contractor shall be responsible for continuity of sanitary sewer service to each facility connected to the section of sewer during the execution of � the work. If sewage backup occurs and enters buildings, the Contractor shall be responsible for clean-up, repair, property damage costs and claims. 2. Line Obstructions: If pre-installation (TV) inspection reveals an obstruction in the e�cisting sewer (heavy solids, dropped joints, protruding service taps or collapsed pipe) which will prevent completion of the pipe bursting/crushing process, and cannot be removed by conventional sewer cleaning equipment, then an obstruction removal shall be made by the Contractor, with the approval of the Engineer. 3. Sags in Sewer Line: ALL SAGS AND GRADE PROBLEMS IN EXISTING SEWER LINES SHALL BE CORRECTED AS PART OF THIS CONTRACT. If the pre- construction television inspection reveals a sag in the sewer line, the Contractor shall be responsible for bringing the proposed sewer pipe to an acceptable grade. without a sag. A sag is defined as any sewer line segment more than 3 feet in length which ponds water in the absence of sewage flow. The contractor shall take the necessary measures to eliminate the sag by the method of: pipe replacement, digging a sag elimination pit and bringing the bottom of the pipe I.1 �� -l-� � I� 04/16/99 ASC-6 � � IJ � I�I u PART DA - ADDITIONAL SPECIAL �;ONDfTIONS trench to a uniform grade in line with the existing �pe invert or by other measures that shall be acceptable to the Engineer and the C��y. a. Identification of Sags: Sags shall be ide the absence of sewage flow. If available, television tapes from the City identifying blocked at an upstream manhole and d downstream manhole below the segme� inspection shall be performed in accord� sanitary sewer lines. Video tapes sha11 b Engineering for review. ified by television inspection in �e Contractor shall be furnished ie sag location. Flow shall be �rted to another sewer line or of pipe to be inspected. TV ce with television inspection of submitted to the Department of � b. Correction of Sags: Sags shall be corr�:ted by open cut and by adding additional bedding material to bring the s� back to grade where access is available. For pipe enlargement metho -, all sags identif ed on the pre- a construction video tapes shall be correct �d prior to commencing with pipe enlargement. �j In instances where sags are located unde existing structures, the existing U sewer line may be relocated using op��n cut or boring methods. The Department of Engineering shall specif�ally review potentia! relacation's � and evaluate the constructability, econ��mics and engineering feasibility prior to construction work. � � � � E. � � � � � c. Measurement and Payment: Measure nt and payment to correct sags shall be per linear foot of pipe constru �ion to correct the sag. For pipe bursting methods, open-cut or bore cor �truction, the applicable bid prices in the proposal section shall apply. 4. Television Inspection: Inspection of the ,"pelines 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 contain herewith for "Pre- and Post- Construction Television Inspection of Sanitary ewer Lines". PIPE ENLARGEMENT SYSTEM AND P1PE INSTALL TION: 1. Site Organization: a. L� c. Insertion or access pits shall be locat� such that their total number shall be minimized and the fength of replac ?ment pipe installed in a single pulf shafl be maximized. Existing manholes shall be utilized w� erever practical. Manhols inverts and bottoms may. be removed to permi access for installation equipment. Equipment used to perform the wo�k hall be located away from buildings so as not to create a noise impact, rovide silencers or other devises to reduce machine noise as needed to rtb.et requirements. ��'k°'' �* ASG7 o4i��is� � �w� _. � PART DA - ADDITIONA� SPECIAL 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 are larger/deeper than 10% of the . wall thickness shall .not �be :.used and �shall be removed from the .construction site. -� _The .replacement .pipe � passing through., or �terminating •in a. manhole. shall be carefully cut out;in.a.shape,and_manner approved by the Engineer. T.he invert�and . benches shall be,streamlined.and..improved for smooth flow. The installed� pipe �. shall meet_the leakage�requirements..of #he pressure test specified later. 3. 4. Pipe Jointing: a. Sections of polyethylene replacement pipe shall on the job site above the ground. Jointing shal heating and butt-fusion system in strict manufacturer's printed instructions. � �� be assembled and joined � I be accomplished by the conformance with the 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 toots 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 manhole or if it is impossible to pull the missle all the way through, the following shall apply: At the direction of the Engineer, a 12"-18" full circle steel clamp shall be utilized to connect segments of the HDPE pipe. New Pipe Installation: � C � � -�-� CI � 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 sta�ter pipe and advance assernbly until the rear of the steel starter pipe is flush with the manhole wall. Lower hydraulic jack into the manhole and align. Insert new pipe by simultaneous operation of the jack and winching the cutter and head forward. I� � � 04/16/99 /�s �:-$ � C � � u � II� � � � �I� �■I � ��I I jl � �� 5. � PART DA - ADDITIONAL SPECIAt,� CONDITIONS Anchoring New Pipe and Sealing Manholes: a. After the new pipe has been installed in the entire length of the sewer section, anchor the pipe at manholes. ��he new pipe shall protrude in the manholes for enough distance to allow �,,aling and trimming. b.�- Sealing the new pipe at.manholes shall :�ot begin for a minimum of ten (10) .� . hours after installation. Provide a.flexib e gasket connector in the manhole wall at .the end of the� new.pipe,-�cent�red 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 Testing: a. Low Pressure Air Test of Replacemen� Pipe: After a manhole-to-manhole section of sanitary sewer main has b�n pipe burst/crushed and prior to �� any service lines..being connected to t e replacement pipe, the pipe shall be plugged at each manhole with p umatic plugs. The .design of the plugs shall be such that they will hol � against the test pressure without - requiring external blocking or bracing. , ne of the plugs shall have three air ._. _. ��: � hose connections; one for the inflatio of the plug, one for reading the air --�: pressure in the sealed line, and one f�� introducing air into the sealed line. ..: Low .pressure .air shall then be intro�ced into the sealed line until the - internal air pressure reaches 4.0 p.�g greater than the average back -. pressure resulting from any ground!� ater that may be over the pipe. At least two minutes shall elapse to all r the pressure to stabilize. The time required for the internal pressure to d�crease from 3.5 to 2.5 psig greater than the average back pressure res I ng from any ground water that may be over the pipe, shall not be less tr �n the time shown for a given pipe diameter in the following table: � � Carrier Pipe � Minimum Elapsed Diameter (inches) � Time (minutes) 8 � 4 10 5 12' , 6 15 7 b. Post-Construction Television Inspec on of New Pipe: Refer to Special QCondition for Post-Construction Telev�sion Inspection of Sanitary Sewer. F. MEASUREMENT AND PAYMENT: � � � 04/16/99 1. Pipe Installation: Pipe installation will be m sured for payment by the linear foot of pipe actually installed in the various dia eters of sewers measured along the centerline of the sewer from centerline to ce terline of manholes. Payment will be made for the quantities measured at the u�t price per linear foot for the various sewer diameters listed. . ASC-9 PART DA - ADDITIONAL SPECIAL CONDITIONS 2. Service Reconnections: Installation of sewer service connections will be measured for payment by each actually reconnected to the installed pipe. Payment will be made for the quantities measured at the unit price per each listed. Payment shall include required excavation and backfill, saddles, flexible connections, and all other incidentals necessary� to successfully reconnect sewer service lines to the rehabilitated sewer. Payment shall not include pavement replacement, which if requi�ed, 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. Pumpin.g: _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 requir'�d 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 .Cantractor activities �shall be� considered subsidiary to the cost of the project and no additional �ayment will be allowed. 6. � Testing: All cost for testing the�replacement pipe by a pressure method will be incidental to pipe installation. � DA-7 PROTECTIVE MANHOLE COATING FOR CORROSION PROTECTION: � GENERAL: 1. Scope: This section governs all work, materials and testing required for the applicati�on 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, . sup,er,vision, materials, equip,ment, and testing required for the completion of protective coating of structures in accord�nce with manufacturer's recommendations. � 4. 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 all structures where high #urbulence or high H2S cont�'nt'is expected. o4i�s�ss ASC-10 � � B. � � � L� D � � � � � d � � C. � � � � MATERIALS: 1. Scope: This section governs-the materials req �ired for completion of protective coating of designated structures. 2. Protective Coating: The protective coating shal� be a proprietary two component, 100 percent solids, rigid polyurethane systerr4 designated as Spray Wall as manufactured by Sprayroq, Inc. or a two-part ep�ry 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 fill� g): The specialty cement-based coating material shall be either Quadex.QM-1s a manufactured by Quadex, Inc. or Reliner MSP as r�anufactured by Standard Cem�nt Materials. 4. Material Identification: The protective coating terial sprayed onto the surface of the structure shall be a urethane or epoxy � esin system formulated for the application to a sanitary sewer environment. he spray-system shall exFiibit the minimum physical properties as follows: Property Standard Tensile Strength ASTM D-638 Flexural Stress ASTM D-790 flexural Modulus ASTM D-790 5. Mixing and Handling: Mixing and Handling protective coating material, which may be toxic accordance with the recommendations of the r . as to minimize hazard to personnel. It is th `� provide appropriate protective measures to en � at all times and are not available to unaut ! equipment shall be subject to the approval thoroughly familiar with the handling of the co � coating operatians and coating installations. PART DA - ADDITIONAL SPECIAL �ONDITIONS Long Term Value 5,000 psi 10,000 psi 550,000 psi �f specialty cement material and under certain conditions shall be in ianufacturer and in such a manner responsibility of the Contractor to �re that materials are under control xized personnel .or animals. All �f the Engineer. Only personnel ng material shall perform the spray EXECUTION: 1. General: Protective coating shall not be and in place. Iled until the structure is complete 2. Preliminary Repairs: a. All foreign materials shall be remov�l from the interior of the structure using high pressure water spray (3500 �si to 4000 psi at spray tip). b. All unsealed lifting holes, unsealed �tep holes, and voids larger than approximately one-half (1/2) inch in t� ackness shall be filled with patching compound as recommended by the m aterial supplier for this application. � o4i�siss ASC-11 PART DA - ADDITIONAL SPECIAL CONDITIONS 3. c. After all repairs have been completed, remove all loose=materiai. 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 surtace shall be.thoroughly cleaned of all foreign materials and matter. Place 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 smooth surface for the coasting material. 4) Spray the urethane or epoxy onto the structure wall and bench/trough to a minimum uniform thickness of 125 mils (0.125 inches).. Thickness .to be verifiable through the use of 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 N�anholes: Testing of rehabilitated manholes for watertightness shall be pertormed by the Contractor after operations are complete in accordance with the Section D-63 - VACUUM TESTING OF SANITARY SEWER MANHOLES. D. � MEASUREMENT AND PAYMENT: Payment shall be based on the Contract Unit Price Bid per vertical foot, measured from the bottom of the frame to the top of the bench. The Contract Unit Price shall be payment in full for performing the work and for furnishing all labor, supervision, materials, equipment and material testing required to complete the work. Pressure grouting, if necessary to stop active infiltration prior to application of the protective coating, shall be included in the above unit price. Grouting of the pipe seals, �bench and trough, and lower portion of a particular structure, if required by the Engineer, shall be paid for separately, as specifed in Se�tion DA-8, MANHOLE REHABILITATION. � � -�� 04/i6/99 ASC-� 2 � � � � � � � � � 1 � � � � � � � � � � � PART DA - ADDITIONAL SPECI , L CONDITIONS DA-12 INTERIOR MANHOLE COATING - SPRAY WALL S1r3TEM: A. GENERAL � 1. Scope This section govems all work, materials and �Psting required for the application of interior manhole coating. Manholes designat for interior coating are listed on the Manhole Rehabilitation Schedule. Interio � manhole coating shall meet the . requirements of this Section or of'Section DA- , DA-11, DA-13, or DA-14. 2. Description . The Contractor shall be . responsible for th furnishing of all labor, supervision, materials, equipment, and testing required fo the completion of interior coating of manholes in accordance with the Contract Do ments. d 3. Manufacturer's Recommendations Materials, mixture ratios, and procedures utili �d for the coating process shall be in accordance�with manufacturer's recommendations. 4. Manholes � .� Manholes to,be coated are of brick, block, o� concrete construction. � All manholes ._... ._ � shall have a minimum of one-half (1/2) inch s�ecialty cement-based coating material (Quadex QM-1s or Reliner MSP) sprayed or#rowelled on .coating over the original interior surface. B. MATERIALS 1. Scope � This section governs the materials require� for completion of interior coating of manholes. ' 2. Interior Coating The interior coating shall be a proprietary tw � component, 100 percent solids, rigid polyurethane system designated as Spray W��I as manufactured by Sprayroq, Inc. 3. S ecial Cement � P tY The specialty cement-based coating mate`r I shall be either Quadex QM-1s as manufactured by Quadex, Inc. or Reliner MSP as manufactured by Standard Cement Materials. 4. Materialldentification o4i�s�ss ASC-13 PART DA - ADDITIONAL SPECIAL CONDITIONS C. �� 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. The interior coating shall be installed in accordance vwith the manufacturer's recommendations and the following procedure. 1) The surface shall be thoroughly cleaned of all foreign materials and matter. Cleaning shall be accomplished by using high pressure water spray (minimum 3500 psi at spray tip), cleaning •with muriatic acid, degreaser, or other solvents as needed in order to remove any film or residue on the surFace. 2) Place covers over the invert to prevent extraneous material from � entering the sewers. 5 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: Protiertv Tensile Strength Flexural Stress Flexural Modulus 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. EXECUTION 1. General Manhole coating shall not be installed until �sealing of � manhole frame and grade adjustments, or partial manhole replacement when required for the manhole per the Manhole Rehabilitation Schedule, is complete. 2. Temperature Normal interior coating operation shall be perFormed at temperatures of 40°F or greater. No application shall be made when freezing is expected within 24 hours. , 3. Interior Manhole Coating -� oai�siss ASC-14 � � � � � � � a � D a � � � PART DA - ADDITIONAL 3) Apply •a minimwm (Quadex QM-1 s o coating material. SPECIA CONDITIONS of one-half (/2J inch specialty cement product r Reliner MSF� smooth surface for the urethane 4) Spray the urethane onto the ma ihole wall and bench/trough with a minimum thickness of 125 mils (0.125 inches). Thickness to be verifiable through the use of inetf �ds acceptable to the Engineer. 5) Coat trough area with specialty �;ement product (Quadex QM-1 s or Reliner MSP). 1. Testing of Rehabilitated Manholes a. Testing of.rehabilitated manholes for w� tertightness shall be performed by the Contractor after operations are com;;ete in accordance with Section DA- 18. MEASUREMENT AND PAYMENT Payment shall be based on the Contract Unit Price bottom of the frame to the top of the bench. The C� full for performing the work and for fumishing all.lat and material testing required to complete the wor included in the above unit price: - Grouting of the pip portion of a particular manhole, if required by .Manf required to be done by the Engineer, shall be paid for �er vertical foot, measured from the �tract Unit Price shall be payment in �, supervision, materials, equipment �Grouting, if necessary, shall be eals,.:bench and trough, and lower le._Rehabilitation Work Schedule or �parately at�the� Contract Unit Price. DA-13 INTERIOR MANHOLE COATING - RAVEN LINING S`�STEM: � A. GENERAL Q� 1. Scope This section governs all work, �naterials and �sting required for the application of � interior manhole coating. Manholes designate for interior coating are listed of the Manhole Rehabilitation Schedule, listed in Sec� ion I. Interior manhole coating shall meet the requirements of this Section, or of Se�ion DA-10, DA-11, DA-12, or DA-14. � u � �� 04/16/99 2. 3 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 Doc�:ments. Manufacturer's Recommendations � I � Materials, mixture ratios, andl procedures utiliz�d for the coating process shall be in accordance with manufacture��r's recommendat _�ns. I AS C-15 � � PART D� - ADD1T10NAL SPECIAL CONDITIONS 4. Manholes Manholes to be coated are of brick, block, or concrete construction. All manholes shall have a minimum of one-half (1/2) specialty cement-based coating material (Quadex QM-1 s or Reliner MSP) sprayed or trowelled on cQating over the original interior surFace. � B. MATERIALS Q This section governs the materials required for completion of interior coating of manholes. 2. Interior Coating � Raven Ultra High-B,wild epoxy Coating, 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 The specialty cement-based coating material shall be either Quadex QM-1s as manufactured by Quadex, Inc. �or Reliner MSP as manufactured by Standard G�ment Materials. 4. Materialldentification 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 pertormance. 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. � ^ 1. . Scope 5 �Mixing and Handling Mixing and handling of interior coating, which may be toxic under certain conditions shall be in accordance with the recommendations of the manufacturer and in such a manner as to minimize hazard to personnel. It is the responsibility of the Contractor to provide appropriate protective measures to ensure that materials are under control at all times and are nc�t available to unauthorized personnel or animals. All equipment shall be subject to the approval of the Engineer. Coating shall be performed only by certified applicators approved by the manufacturers. C. EXECUTION 1. General 04/16/99 ASC-16 � � I�I � I� � �� Ll L�J � � � � � � V� �� J PART DA - ADDITIONAL SPECIAL CONDITIONS Manhole coating shall not be performed until s�ling of manhole from frame and grade adjustments, partial manhole replace�- ynt, manhole grouting or sewer replacement/repairs are complete. � 2. Temperatures Normal interior coating operation shall be perfr�r-med at temperatures of 40°F or greater. No application shall be made when freez�g is expected within 24 hours. Interior Manhole Coating 3 a. Manholes scheduled for interior coati��g are shown on the Manhole Rehabilitation Schedule. The interior coa ng shall be applied to the manhole from the bottom of.the manhole frame :o the `bench/trough, including the bench/trough. b. The interior coating shall be installed in �ccordance with the manufacturer's recommendations and the following proc ure. . 1) The• surface preparation., shall mply with the requirements of Section DA-9, SURFACE P�EPARATION FOR MANHOLE RESTORATION. � 2) Apply a�minimum of one-half 'I/2) inch specialty product�(Quadex� QM-1s or Rel'�er.MSP) smooth urethane coating material. cement-based surface for the 3) , The surface prior to application: may be damp but shall not have noticeable free water droplets �eping or running water. � Material shall be spray applied per man �facturer's recommendations with a minimum thickness of 125 mils ( 125 inch). 4) After the walls are coated, t� wooden bench covers shall be removed and the bench spraye � to the same average and minimum thickness as required for the wal'�. 5) The final application shall have a minimum of three (3) hours cure time or be set hard to the touch, �efore being subjected to active flow. 6) No applications shall be made to frozen surfaces or if freezing is expected to occur in side tf � manhole within 24 hours after application. Testing of Rehabilitated Manholes 4. a. After the epoxy liner has set (hard t touch), all visible pinholes shall be repaired. Repairs shall be made by lig y abrading the surFace and brushing the lining material over the area. All b ters and evidence of uneven cover shall be repaired according to the ma �ufacturer's recomrpendations. Spot check of coating thickness may be ma�: by Owner's Representative, and the � 04/16/99 /�is�i-� % PART DA - ADDITIONAL SPECIAL CONDITIONS contractor shail repair these areas as.required, at' no additional cost to the Owner. " b. Testing of rehabilitated manholes for watertightness shall be pertormed by the Contractor after operations are complete in accordance with Section DA- 18 — VACUUM TESTING OF REHABILITATED MANHOLES. Q 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 furhishir�g" all labor, supervision, materials, equipment all testing necessary to complete the work. 'Payment for grouting of pipe seals, bench and trough and manhole walls shall be based on the Contract Unit Price for each manhole actually grouted. _ DA-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 tF�e 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 complete 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 repfacem�nt of existing concrete driveways, due to deterioration or in situations wher�` curb and gutter is replaEed 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" 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. o4i�s�ss ASC-18 I�J J a� � � �I J �I� � � F�J PART DA - ADDITIOt�AL SPECIA CONDfTIONS DA-33 REINFORCED CONCRETE PAVEMENT OR BASE ( ILITY CU7) The following specifications are for the fumishing and placing� of reinforced concrete pavement or base as shown on detail and as directed by the Engineer. � A. GENERAL: Reinforced concrete pavement or base shall conform t Specification Item No. 314 herein except for finishing and curing. B. FINISHING: The reinforced concrete shall be brought to a uniform surace by working with a wooden float. The,surtace shall be .flush with�the. adjacent pavement-��d shall have a finish similar to the surrounding pavement. The surface shall be even and sha I provide a smooth ride. � C. CURING: • . � The reinforced concrete pavement surfaces shall be spra .d uniformly with a membrane curing compound conforming to the requirements of AST C-309, Type 2, white-pigmented compound, which shall not produce permanent discolorati of the concrete. Concrete shall be � allowed to cure for seven days or test cylinders reach 300 psi before removal of barricades. D. EXECUTION: .. . Included in this� item will be the removal. of the existing �-einforced concrete pavement. The a..�. � existing pavement shall be sawed so as to maintain a-even, . straight pavement cut. The existing reinforcing steel at sawed line and construction joi ts shall be lapped 18 inches with the new reinforced concrete pavement. The existing steel shall be thoroughly cleaned before � lap�ing. The following work method will be performed on each utili � cut: � 1. Place safety sigr�s, barricades and/or other wamin� devices where necessary and as [!�J L■J required. 2. Replace pavement to nearest joint. 3. Mark out the damaged area with keel, chalk line or requiring repair. . 4. Saw cut along marked lines a minimum of two (2) being sure to include all areas deep. � 5. Remove existing concrete. � 6. Form joints and place reinforcing steel and Dowel Ba `s (as required) according to standard � specifications. '� I�'I � 7. Place and finish concrete. tl� 8. Clean up job site, removing all debris. oai�s�ss . ASC-19 PART DA - ADDITIONAL SPECIAL CONDITIONS � ..... 9. Maintain traffic control devices to protect tfie 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. t m a n 04/16/99 ASC-2� � � � � � , � � ' � � ' 1 1 . 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 P 46- 070460410280 CLEBURNE UTILITY CONSTRUCTION, INC. CONT TOR By: `� /.6�' �� _ ��,r-�" , - _ r `�� ;� L;�'�l �� Title � �r; �� .c�� Date STATE OF TEXAS COUNTY OF TARRANT � � . G ` ,, BEFORE ME, the undersigned authority, on this day personally appeared 1 � '�-� 1��. � known to me be the person whose name is s r�bed q t e ote oin i strume t, and acknowledged to me t at he executed the same as the act and deed of �� ,��.`�� . �y�� i��.i�� for the purpose and consideration therein expressed and in the capacity therein `stated. v �� v (�, �IVEN LJNDER /� ND AND SEAL OF OFFICE this �� day of ��_�1� I ��. ��^ . 19 �`' ,� . � , � � rwiw ;o�'; N�AR7�i�6A � REIPNA �• NOTARY PUBUC �e of Teocas ''FOF ��tms. Exp. i2-03,2002 ��,�� ,�� „. ��. .�, �� , � �\,'� �~� -'l. '1 L' ��lj'�.; F� �- � � �; �% 1r� Notary Public in and for i� . the State of Texas � � a � � � � � � � � � � D Q � � � � A, it � �k 9 I a I Certificate of Insurance �h 7 �k 1 .�k �F ,i �k 9p � �t 1� 0 ___ __ __ _ _ __ PRODUCER : : CERTIt-`1CATE OF INSURANCE �. °ATE` 9°°29 99 HULL AGENCY P.O. BOX 26807 4798 HWY.377-S FORT WORTH, TX 76126 2449660 INSURED CLEBURNE UTILITY CONSTRUCTION, INC. 1429 CO. RD. 426 CLEBURNE, TX 76031 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. COMPANIES AFFORDING COVERAGE COMPANY A LEXINGTON INSURANCE COMPANY COMPANY B COLONY INSURANCE COMPANY COMPANY C COMPANY D COMPANY E __ THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTEO BELOW HAVE BEEN ISSUED TO THE INSURED NAME ABOVE FOR THE POLICY PERIOD INDICATED, NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENTWITH RESPECT TO WHICfi THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERIVIS, EXCLUSIONS AND CONDITIONS )F SUCH POLIC►ES. LIMITS SHOWN �AAY HAVE BEEN REDUCED BY PAID CLAIMS. CO TypE OF INSURANCE POLICY NUMBER LTR GENERAL LIABIL.ITY X COMMERCIAL GENERAL LIABILITV B � CLAIMS MADE ❑X OCCUF GL107795 OWNEH'S 8 CONTRACTOR'S PROT. AUTOMOBILE LIABILITY _ ANY AUTO _ ALL OWNED AUTOS _ SCHEDULED AUTOS _ HIRED AUTOS _ NON-OWNED AUTOS GARAGE UABILITY ANY AUTO excess uasiury A �UMBREILA FORM OTHER THAN UMBRELLA FORM WORKER'S COMPENSATION AND EMPLOYER'S UABILITY THE PROPRIETOR/ � INCL PARTNERS/EXECUTIVE OFFICERS ARE: EXCL OTHER DESCRIPTION OF OPEflAT10N5/LOCATIONSNEHICLES/SPECIAL ITEMS CERTIFICATE HOLDER IS NAMED AS ADDITIONAL INSURED RE PROJECT: MAIN 390 DRAINAGE AREA SANITARY SEWER SYSTEM REHAB 8� IMPROVEMENTS GROUP 6, CONTRACT 1, PART 17, UNIT 1 PS46-07046041280 SIR I STATUTORY LIMITS I EACH ACCIDENT I DISEASE-POLICY LIMIT DISEASE-EACH EMPLOYEE $ 2,000,000 $ a,000,000 $ io, o00 � $ CERTIFICATE HC?L�EF� CANCELLA7'It�N ; CITY OF FORT WORTH SHOULD ANY OF THE DESCRIBED POUCIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, TME ISSUING COMPANY WILL ENDEAVOR TO MAIL 1000 THROCKMORTON 0 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT, BUT FAILURE TO MAIL SUCH NOTICE SHALL IMPOSE NO OBLIGATION OR LIABILITY FORT WORTH, TX %G� OZ OF ANY KIND UPON THE COMPANY, RS AGENTS OR REPRESENTATIVES. AUTHORIZED REPRESENTATIVE BURNS & WILCO� LTD. ' _ . ,, POUCY EFFECTIVE POLICY EXPIRATION DATE (MM/DD/YY) DATE (MM/DD/YY) 11 /09/1998 LIMITS GENERALAGGFEGATE $ PRODUCTS - COMPlOP AGG. $ 11 /09/1999 PERSONAL & ADV. INJURV $ EACH OCCURRENCE $ FIRE DAMAGE (Any one fire) $` MED EXPENSE (Any one person',$ COMBINED SINGLE LIMIT `� �I'��`�'a�::�1 ; �2�;,C, �'� t� DIIYINJURY in�u�ea n0t , arcd ar� `� `�-ii�; �9�pgl3pn) i�'t( an aOl� �ti � y ry , �- ,,�;�� 1s ' ' �,�, ar.d � ��ut�� '}ic 'i1l:urur�G3 ��S1?te '�'�0 `c. 15,�,2X�S ��Uir31Ce4't n G( �E � epracddeni�RY to i;,e auu„ rtti�; ttn"''��s i � "',tan�� this � �,��et ��J ' i�S� � e p�(S r Ce d'�� n�t �1' p�0 diC�in�� t'�� d ��,� ��EHTV DAMAGE uan ,,,, �c,vera9 3 �u.an � �n�u; ��/� �,��;� a �_r. Su:• � 1��.' '.�.iQi ��ail1 O{ � hP �urF -' emhE� U� tll � N"(��i Ai:iCi�Q' �� NLY - EA ACCIDENT {''n �Q�ve }�su�eT �s ►'ot a na�ion create`��oc�e, �e��I,�jOJ �d�OTHERTHANAUTOONLY: 2,000,000 2,000,000 i,000,000 1,000,000 50, 000 5,000 � tri�5 ' �r a�S� � n l,,T�� EACHACCIDENT $ �,nd ��ar�r,�Y °e � r � �, ir�-, •1i�..y1;'arVf�•a. � -.•` �.'(�4C1�C �.�h�./�m AGGREGATE �` {� 1�',',':n"e �� y, r +(,�ir'� ��k'�� EACHOCCURRENCE U85 i,7j�+�;°�o `�"�'� °' �� 11 /09/1998 11 /09/1999 I qGGREGATE � �J , _ _ __ __ . __. _ _ _. _ _ _ _ .... . ... . . � � DATE (MM/DD/VY�: ,:, ,; CERTIir�C�TE OF INSURANCE . 9 -29-99 PRODUCER � �.... . . . .. .. � . . . . . . . . .. . � � . � . . . . . . . . . HULL AGENCY P.O. BOX 26807 4798 HWY.377-S FORT WORTH, TX 76126 2449660 INSURED CLEBURNE UTILITY CONSTRUCTION, INC. 1429 CO. RD. 426 CLEBURNE, TX 76031 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. COMPANIES AFFORDING COVERAGE COMPANY A LEXINGTON INSURANCE COMPANY COMPANY B COLONY INSURANCE COMPANY COMPANY C CAMPANY D CAMPANY E THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAME ABOVE FOR THE POLICY PERIOD INDICATED, NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENTWITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS 7F SUCH POLICIES. LIMITS SHOWN �AAY HAVE BEEN REDUCED BY PAID CLAIMS. CO TYPE OF INSURANCE POLICY NUMBER �TR GENERAL LJABILfTY X COMMERCIAL GENERAL LIABILITV B CLAIMS MADE ❑X OCCUfl OWNER'S & CONTRACTOR'S PROT. GL107795 AUTOMOBILE LIABILITY _ ANY AUTO ALL OWNED AUTOS _ SCHEDULED AUTOS _ HIRED AUTOS NON-0WNED AUTOS GARAGE LJABILITY ANY AUTO POLICY EFFECTIVE POLICY EXPIRATION DATE (MM/DD/VY) DATE (MM/DD/YY) 11 /09/1998 UMITS �GENERALAGGREGATE �i` I PRODUCTS - COMP/OP AGG. $ 11 /09/1999 I PERSONAL & ADV. INJURY $ I EACH OCCURRENCE $ I FIRE DAMAGE (Any one fire) �` IMED EXPENSE (Any one person; $ ZiO��i��0 a,000,000 s,000,000 1,000,000 50,000 5,000 COMBINED SINGI.E LIMIT •if .• .�1.�.�f�1i';C? . .r ... ' � -..�� .� '," t!r..l ; i _� r.:l�,'� `..i ��?�1:�=i�, I�l.'fdil�., Ifl tif:o� �T�x;.; ;i�,� !J l.,.L�Ci�i ut6iU u�iia.i,;u i:tS i: �4i�."��er�person)URY �`,�:; cUverac�e p�rsuart to tr�e iexas i�st�ea��:e statup�:s. ?�,�. ,.�:,'a Eiea:d of l,isurance doe4 not aud�� the f�n�%nces or revi;: �DILYINJURY Per accidenq :i�-� �olvancy of tl�e sur�lus li;;e� ins�rer prr,4riding th;s cuverage. �:.i'(� ttiiS S�SUfE( �� ('�Gt � CiiLl'1��:" CT t(1':'? P��7i?�t��! d�id C[1$�:.�aiiipROPERTYDAMAGE ;r�c;tranra n�+:�ra ^+" ^ ^ 21.2N '�. jn;;.i�r�hCe Code !-1r'tic!� 1.�4-2, ns��rance Code, requires paym�i,�UTOONLY-EAACCIDENT OCI�.�J`;�i ��}; QIl CjI�OSS hii:Illi!!iT. OTHERTHANAUTOONLY: EACH ACCIDENT �EXCESS LIABILITY A �UMBRELLA FOFiM U8531797 OTHER THAN UMBRELLA FORM WORKER'S COMPENSATION AND EMPLOYER'S LJABILITY THE PROPRIETOR/ � INCL PARTNEHS/FJ(ECUTIVE OFFICERS ARE: EXCL OTHER 11 /09/1998 DESCRIPTION OF OPERATIONSILOCATIONSNEHICLESSPECIAL ITEMS CERTIFICATE HOLDER IS NAMED AS ADDITIONAL INSURED RE PROJECT: MAIN 390 DRAINAGE AREA SANITARY SEWER SYSTEM REHAB & IMPROVEMENTS GROUP 6, CONTRACT 1, PART 17, UNIT 5 PS46-0704b041280 I STATUTORY LIMITS . . . EACH ACCIDENT $ DISEASE-POLICY LIMIT $ DISEASE-EACH EMPLOYEE $ CERTIFICATE HOLDER CANCELtATION ; __ CITY OF FORT WORTH SHOULD ANY OF THE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, THE ISSUING COMPANY WILL ENDEAVOR TO MAIL 1000 THROCKMORTON 0 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFf, BUT FAILURE TO MAIL SUCH NOTICE SHALL IMPOSE NO 08LIGATION OR LIABILITY FORT WORTH, TX 7G� OZ OF ANY KIND UPON THE COMPANY, ITS AGENTS �i REPRESENTATIVES. AUTHORIZED REPRESENTATIVE � " BURNS & WILCOX LTD. S $ AGGREGATE $ EACH OCCURRENCE $ 2� 000, 000 11/09/1999 IAGGREGATE $ 2� 000� 000 SIR $ 10, 000 � I�I l�l � � � L�I L+�l � �1 l!1 � I'i [� C I!� � � � '�a .. �� 4 � CERTIFICATE OF INSURANCE �� N TO: CITY OF FORT WORTH Date: NAME OF PROJECT: �� PROJECT NUMBER: �� IS TO CERTIFY THAT : ' is, at the date of this certificate, Insured by this Company with respect to the b��iness operations hereinafter described, for the type of insurance and accordance with provisions of the standard policies u ed by this Company, and further hereinafter described. Exceptions to standard policy noted on reverse side here�f. TYPE OF INSURANCE Policy Effective Expi �s Limits of Liability Worker's Compensation i Comprehensive General J� Bodily Injury: Liability Insurance (Public Liability) B lasting Collapse of Building or structures adjacentto Ea.Occurrence: $ Property Damage: �� Ea.Occurrence: $ Ea.Occurrence: $ �k Ea.Occurrence: $ excavations � Damage to Underground �� Utilities Ea.Occurrence: $ Builder's Risk p Comprehensive I Bodily Injury: Automobile Liability . Ea. Person: $ �N Ea. Occurrence: $ Property Damage: ,, Ea. Occurrence: $ � Bodily Injury: Contractual Liability Ea. Occurrence: $ �Property Damage: � Ea.Occurrence: $ Other �I Locations covered: Description of operations covered: ;,, �p 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 receive�� written notice of such change/or cancellation. Where applicable local laws or regulations require more than five (5) days a��ual notice of change or cancellation to be assured, the above policies contain such special requirements, either in the bbdy thereof or by appropriate endorsement thereto attached. �� Aeencv Fort Worth Aeent By �� Address Title �� 0 J + � Oot 07 99 03:44p TINR �� 8�� 7-558-6703 p.2 Certificateoi Insuranee �t ' iHiS CERTIFlCA7E IS ISSUED AS A MA7TER OF INFORMATlON OIVLY AND CANFERS NO RIOi-ITS UPON OU TF{E CERTIFJCATE KOLDER. THIS CER�'IFICATE IS NOT AN INSUAANCE POUCY AND DOES NOT AMEND. EX7END, OR ALTER THE CpVEF�1GE AFFOROEO BY THE PatICIES LJSTED BELOW. This is to Certify that TEXAS LEASING COMPANY P.�. BOX 157 COLMESNEIL, TX 75938 Name and �� address af LIBERIY Insured �p ��.. is, at the issue date af this certificale, insured by the Company under the poficy(ies} listed b�elow. The insurance aftorded by lhe tisteci po�icy(iesj is subject to aIl their teRns, exclusiorts and conditions and is noi altered b� any requi�ement, term or condition oi any contract or other doc•ament with respect to which this certificate may be issued. wERTIFIGATE EXP. DATE TYP� QF pOLICY "❑ CorvrttiuOUS POL(CY NUMBER �d LIM{7 OF UASIU7Y ❑ EXi'cNDED X[] POUCY TERM �� 5J8/2000 WORKERS GUMP�NSATION GEN�RAL L.ta81L17'Y � CLAIMS MADE � RETRd DAiE � � OCCURRFNCE AUTOMOBELE LIABIi,lTY � OWNED � NON-OWNED �] rnRco QTHER Coverage /vtortled under wC �MPLOYERS LlABI[.1TY Law of the Fol��r,ring States: WA2-19D-418402-019 TEXAS � Bodily Injury By Accident Ea� � $1,Obf?,000 A��,� � Soaily Injury sy Disease �� $1,0OO,OQO �� Bodi(y Injury By Oisease �1,p00,000 p �, Gene�al Agg�egete-Other ProdlCompleted Operetions ProductslC�fnpleted OperaQons Aggregate Bodily Injur}�Mand Property Damage Liability Per � � Occurrence I Personal ad� Aclvertising I�jury Per Persor✓ Organization j Other, ,�� Other: 1 ADDITlONAL CQ[+/IMEN'iS FOR EMPLOYEES LEASED TO: CLEBURNE UTILITIES CONS7RUCTION, CO.. INC. 1429 CR 426 CLEBUANP, TX 76091 RE: JOB MAIN 390 DRPJNAC3E AREA SAN{TAFlY SEWER SYSTEM REHAB & IMPRQVEMEKfS. GROUP 6, CUN'fAACT t, PART i7, UN17 t PS45-070460410280 Each Accident - Stngle Limit • 8.1. and P. D. Gombined Each Person Each Aockfent or Occurrence �r it -- -.. .__'V 'i�'.' . 'IF 7FtE CERTIFICATE EXPIRRi1QN QATE IS CONTWUOUS OR EXTENDED TEAM, YOU Wq.L BE t�ld71F1E,C� IF COUEFlAGE 13 TERMI�TEU OR REDUCEO eEF9R6 TFtE CERTIFlCA7E EXDIRATIOPI DATE. HOWEY6R, YOU WIIL NOT BE NOTIFIED ANNUAU.Y OF iHE CONTINUATI N Of COVL=RAGE. SPEGAL NOTICE - OHlO; ANY PERSON WHO, WITH MITENT TO �EFRAUD �t KNOWIN4 THAT HE 1 ACIlf7'+1TING A FRAL%1 AGltINS7 fW INSURER, SUBMIiS !W MPUCATION OR FI�ES A pLAIM CONTAINING A FALSE OR DECEPiIVE S�ATEMENT IS GUIITY OF INSU FRAUD. fMPORTAtFi tNFORMATIQN 70 FLORIOA POLICYHOLDER ANA CEATIFtCATEFlOI.DPRS:IN 7HE EVENT YOU�A4E �WY OUESTIOI35 OR HEEO IPIFORMATION ABOUT 7H13 CERTFt�ATE FOR ANY AERSON, P6EASE COfSTAGT YOUR LOCAI SALES PRODUCEA, WHOSE NAME ANO T IEPHONE NUt�nBER APPEARS Ik TF� LLIWER WGHT Hlwo CORNER OF THIS CERTtFICATE, T�tE APPROPRlATE LOCAL SAI.ES OFF7CE AMIING ADDFiESS MAY ALSQ 08TAfIJED 8Y GALLING THIS NUMBER. N47lCE OF CANCELLATION: (NOT APPUCABIE UNLESS A NUMBER OF DAYS IS ENTERED SELOW.) � I.iberly Mutuai HEFORE THE STATED EXPtRAilON OATE THE COMPANY WLL NOT CAPSCEL OR REOUCF THE �1 lnsurance Group 1NSURANCE AFFORDED UNDEq 7HE ABdVE POLICtE3 UNTIL b UNTIL AT LEAST 3� DAYS NOTtCE OF SUCH CANGELLATI4N HA$ BEEN MAILED T4: �� ' ' {�1��"�nA. CERTIFIGATE G�TY OF FOR7 WORTIi • �� qUTHORIZED I�EPRESENTATIVE ko�.oER 1000 7HROCKMOHTON MICHEI.LE BURNER FORT WORTN, TX 76102 S�pte� er29, 1999 IRVING DATE ISSUED OFFICE � !I i'�.4 n..N:F�..e�n n aYnn�dul Wr 1 rtiFRTY MI ITI IAI INSl1RANf �� f+R(1lIP es �nr�aHCiS 911d1 I[ISYf8fY4B 85 i5 dffOfQCO ��7hOS0 COmp2n103 BS �72R12 O� � 0 O � ._ � 0 O O THE STATE OF TEXAS COUNTY OF TARRANT PERFORMANCE BOND �� E �� ,�k l� Bond No. AE6138545 KNOW ALL MEN BY THESE PRESENTS: That we (1) CLEB�JRNE UTILITY CONSTRUCTION COMPANY, INC. a (2) CORPORATION of TEXAS, �� hereinafter call Principal, and (3) Gulf Insurance Comaany a corporation organized� d existing under the laws of the State and fully authorized to transact business in the State of Texas, as Surery, al�e held and firmly bound unto the City of Fort Worth, a municipal corporation organized and existing under the law�� of the State of Texas, hereinafter called Owner, in the penal sum of: SIX HUNDRED EIGHTY-SEVEN THOUSAND NINE HUNDRED TWEPITY-SIX AND 50/100 ............... ($687.926.50� Dollazs 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 oursel�es, our heirs, executors, administrators and successors, jointly and severaily, firmly by these presents. �� THE CONDITION OF THIS of: OBLIGAT[ON is such that Whereas, the Principal entered into a certain � contract with the City of Fort Worth, the Owner, dated the 28T" of SEP�'EMBER, 1999 a copy of which is hereto attached and made a part hereof, for the construction of: C' L�J MAIN 390 DRAINAGE AREA SANITARY SEWER �YSTEM REHAB[LITATIOIY AND IMPROVEMENTS (GROUP 6, CONTRACT 1) PART 17, UNITS 1��AAND 5 designated as Project No. (s) PS46-070460410280, a copy of which c ntract is hereby attached, referred to, and made a part hereof as fully and to the same extent as if copied at length�erein, such project and construction bein� hereinafter referred to as the "work". :!E iR � NOW THEREFORE, if the Principal shall well, truly, and fai�fully perform the work in accordance with the plans, specifications, and contract documents during the original te thereof, and any extensions thereof which may be granted by the Owner, with or without notice to the Surery, a�id if he shall satisfy all claims and demands incurred under such contract, and shall fully indemnify and save ha� less the Owner from all costs and damages awhich it may suffer by reason of failure to do so, and shall reimburse'�nd repay the Owner all outlay and expense which the Owner may incur in makin� good any default, then this ob��ation shall be void; othenvise to remain in full force and effect. � l�'J � � �J , �' i� !F �� 1� Jk �k "k Fl [� :--_ � � - u � � � p D L.J D a � O D ik 1F PROVIDED FURTHER, that if any legal action filed upon this bohd, venue shall lie in Tarrant Counry, State of Texas. �p �k AND PROVIDED FURTHER, that the said Surety, for value recei� d, hereby stipulates and agrees that no change, extension of time, alteration or addition to the terms of the con�ract or to the work to be petformed thereunder or the specifications accompanying the same shall in any wise a�'fect iu obligations on this bond, and it does hereby waive notice of any such change, extension of time, alteration a� addition to the terms of the contract or to the work or to the specifications. �p . IN WITNESS WHEREOF, this instrument is executed in 10 c�unterparts each one of which shall be deemed an original, this the 28T" of SEPTEMBER. 1999. �� ATTEST: � �� (Principal) Secretary (SEAL) /1( (A.�� nZ� ime s as t Pr �� r,� D� �-� � Address A .. (Surery) Secretary a _. , - (SEA�,) O � �. ' ' . 0 �� . � � � � ��:� �� Wimess as to Su ery � 1201 Kas Or., Ste. B, Richardson,TX 75081 (Address) CLE�URNE UTILITY CONSTRUCTION COMPANY, INC. .� P NCIPAL (4) BY: '« �� Title: � 1429 CIk �L6 CLEBURIVE. TX 76031 I� �` (Address) ,�r�p�pro f mm�an�� N SUfe[y BY: � c'%�� Debbie S�fiith (Attorney-in-fact)(5) �, 1201 K��S Or., Ste. B, RicharQson, TX 75081 �� (Address) NOTE: Date of Bond must not be �Fprior 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 Surery (4) If contractor is Partnership all ' Partners should execute Bond �� (5) A true copy of Power of Attorney � shall be attached to Bond by Attomey-in-Fact.. . , �. �k �p FZ �I �F a� � - a � � � � l�J � � � I� L�J �, u L�J L! i � L�J L�'J l!�' l�J � PAYMENT BOND }� � �: � THE STATE OF TEXAS COUNTY OF TARRANT � � � � Bond No. AE6138545 �f � KNOW ALL MEN BY THESE PRESENTS: That we (1) CLEBURNE UTILITY CONSTRUCTION COMPANY. INC. a (2) Corooration of Texas, herei after call Principal, and (3) 6ulf Insurance Comoanv , a corporation organized and exist�g under the laws of the State and fully authorized to transact business in the State of Texas, as Surety, are heldj�and firmly bound unto the City of Fort Worth, a municipal co�poration organized and existing under the laws t�f the State of Texas, hereinafter called Owner, and unto all person, firms, and corporations who may furnish r�aterials, for or perform labor upon the building or improvements hereinafter referred to in the penal sum of : w� l� SIX HUNDRED EIGHTY-SEVEN THOUSAND NIIYE HUNDRED T�EIYTY-SIX AND 50/100 ...............» (5687.926.50� Dollars in lawful money of the United States, to be paid i�ii Fort Worth, Tarrant County, Texas, for the payment of which sum well and truly be made, we hereby bind our�elves, our heirs, executors, administrators and successors, jointly and severally, firmly to these presents. � � THE CONDITION OF THIS OBLIGATION is such that Wh�reas, the Principal entered into a certain contract with the Ciry of Fort Worth, the Owner, dated the 28T" day of S��TEMBER A.D. , 1999, a copy of which is hereto attached and made a part thereof, for the construction of:: �k MAIN 390 DRAINAGE AREA SANITARY SEWER SYSTEM REHABILITATION AND IMPROVEMENTS (GROUP 6, COIYTRACT 11 PART 17, UN[TS 1.AND 5 �w Project No. (s) PS46-070460410280 a copy of which is hereto ¢ttached, referred to and made a part hereof as fully and to the same extent as if copied at len�th herein, such projec� and construction bein� hereinafter referred to as the "work". 9. m NOW THEREFORE, the condition of this obligation is suct�� that, if the Principal shall promptly make payment to all claimants as defined in Article 5160, Revised Civil Staf'�tes of Texas, supplying labor and materials in the prosecution of the work provided for in said Contract, then this �Mbligation shall be null and void, otherwise it shall remain in full force and effect. �� . �k F 10 '' �i oM a 9M i. a, �, m � � � THE BOND IS MADE AND ENTERED into solely for the protection of all claimanu 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 Counry, rr. 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 speciftcation � 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 28T" day of SEPTEMBER A.D., 1999. � � ATTEST: ,%J� i .J L � � ' , �'" � � �'" � � (Principal) Secretary ! , � '� �' �� . '�G C 1 �� L-- Witness as to Pi�incipal � �� Z(�- i�� ix " IlrC�4�� Address � A T: • ( urety) Secretary (SEAL) , r w imd � �o {�Ur �ry ��-C `s 1201 Kas Dr., Ste. B,Richardson,TX 75081 l�ddress) CLEBURNE UTILITY CONSTRUCTION �0.., INC. i � �;. P� ,C[PAL 4) y" BY: � �/.�.C�%� �� ` ' ��'�/��i.-� Title:� J ta29� cR azb CL��BURNE, TX 76031 (SEAL) (Address) Gulf Insurance Comoanv S re �� -'� ��,� BY: �i�#��'�'.�',-f��'-�2'��+ C-c-L�1 Debbie Smith (Attorney-in-fact) (5) 1201 Kas Dr., Ste. B, Richardson, TX 75081 (Address) 1201 Kas Dr., Ste. B, Richardson, TX 75081 (Address) NOTE: Date of Bond must not be prior to date of contract (1) Correct Name of Contractor (�) .A Corporation, a Parcnership or an Individual, as case may be (3) Correct name of Surery (4) If contractor is Partnership all Parmers should execute Bond (5) A true copy of Power of Attorney shall be attached to Bond by Attorney-in-Fact.. �; . � MAINTENANCE BOND � L�J � LR1 � �II u u SIX HUNDRED EIGHTY-SEVEN THOUSAND NINE HUNDRED T�ENTY-SIX AND 50/100 ................. ($687.926.50) 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 surery do herel�� bind themselves, their heirs, executors, administrators, assigns and successors, jointly and severally. .�I This obligation is conditioned, however; that, �� !r WHEREAS, the Principal has entered into a certain contract with the Ciry of Fort Worth, SEPTEMBER 28. 1999 the performance of the fvllowing described public work and tt�� construction of the foliowing described public improvements: dk � MAiIY 390 DRAIIYAGE AREA SANITARY SEWER SYSTEM REH�.BILITAT[ON AIYD IMPROVEMENTS (GROUP 6, CONTRACT 1) PART 17, UNITS 1 AND 5 �� of same being referred to herein and in said contract as the Wor and being designated as project PS46- � 070460410280 and said contract, including all of the specifications, co��itions and written instrumenu referred to therem as contract documents be�ng hereby incorporated here�n by r��erence for all purposes and made a part hereof, the same as if set out verbatim herein; and , � � l�'J � � � � TEiE STATE OF TEXAS COUNTY OF TARRANT �� 0 �, a� �� c �k ar Bond No. AE6138545 � KNOW ALL MEN BY THESE PRESENTS: That (1) CLEB�"JRNE UTILITY CONSTRUCTION COMPANY, INC. as Principal, acting herein by and through (2) A Cor�oration its duly authorized and (3) Gu1f Insurance Comoanv a corpora�ion organized under the laws of the State of TEXAS, as surery, do hereby acknowledge themselv�s to be held and bound to pay unto the City of Fort Worth, A Municipal Corporation, chartered by virtue of Const,�tut�on and laws of the State of Texas, at Fort Worth, in Tarrant County, Texas the sum of �� WHEREAS, in said Contract, Contractor binds itself to use sucif materials and to so construct the work that it will remain in good repair and condition for and during the perio�+,One (11 Year after the date of the final acceptance of the work by the City; and �" i: WHEREAS, said Contractor binds itself to maintain said work�in good repair and condition for said term of One fll Year; and, !F �� 1�/I-IEREAS, said Contractor binds itself to repair or reconstruct the work in �vhole or in part at any time within said period, if in the opinion of the Director of the Water L�;�partment of the City of Fort Worth, it be necessary; and, s� WHEREAS, said Contractor binds itself, upon receiving notice of the need therefor to repair or reconstruct said work as herein provided. �E � � �i ' R"" 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 shail have and recover from the said Contractor and its surety damages 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, M WITNESS WHEREOF, this instrument is executed in 10 counterpaRs, each one of which shall be deemed an original, dated SEPTEMBER 28, 1999. 9 ATTEST: % � � �� ( incipal) Secretary (Seal) � �� n' �V. � �� l�' /�' �L�� Witness as t4,�rincipal � j� �c� �, �� _L1 �4- ��i.�� .I �: �%C�� `.� (Address) � ATTEST: ( il/YL. � (Surery) Secretary (SEAL) � CLEBURNE UTILITY CONSTRUCTION COMPANY, INC. PRINCIPAL (4) � BY: C ;i��e�: C � i ,: � Title: _ 1429 CR 426 CLEBURNE, TX 76031 (Address) Gu1f Incur�nce Gomoanv ur$ry . sv:� ��' �' �tz�-��—�-; Debbie Smith (Attorney-in-fact) (5) 1201 Kas Dr., Ste. B, Richardson,TX'7508f' (Address) NOTE: Date of Bond must not be prior to date of Contract ��) �2) (3) (4) (5) � ti � ' -�.�--� �u:f � � �.:�/ � Witness as to Surery � 1201 Kas Dr., Ste. 8, Richardson,TX 75081 Correct Name of Contractor A Corporation, a pannership or an [ndividual, as case may be Correct name of Surery If Contractor is Partnership all Partners should e�cecute Bond A true copy of Power of Attorney shall be attached to Bond by Attorney-in-Fact. � F6 � O� GULF INSURANCE COMPANY ST. LOUIS, MlSSOURI POWEIrOF ATTORNEY ' URIGINALS OF THIS POWER OF ATTORNEY ARE PRINTED ON BLUE SAFETY PAPER WiTH TEAL INK. DUPLICATES 5HALL HAVE THE SAME FORCE ANU EFFECT AS AN ORIGINAL ONLY WHEN ISSUED IN CON,►UNCTION �VITH THE ORIGINAL. KNOWN ALL �IEN BY THESE PRESENTS: That the Gulf Insurance Com- rany, a cc>rporation duly organized under the laws of the Sta[e of Missouri, having i�s pnncipal oftice in the ciry of [rving. 1'exas, pursuant to the tollowing resolution. ,idopted by the Finance & Executive Committee of the Board of Direc[ors of the said CompanY on thc I Oth day of August. 1993, to wit: "RESOLVED. that the President. Executive Vice President or any Senior Vice Pmsident of thc CumpanV shall have audionty to make, execute and deliver a Power �n Attornev cuntititutim+ as Atrorney-in-Fact. �uch �ersons. tirms. or corporations as may bc srlected I'rom iime to time: and aizy such Attorney-in-Fact may be removeJ .md the authonty granted him rovoked hy the Pres�dent. ur .inv Executive Vice Prcsident, or any Senior Vice President, or bv the t3oard of Directors or by Ihe I�inance and Execuuve Commiitee of the Board oF Directors. R�SOLVED, that nothing m this Power ot Attorney shall be consweJ as a grant ,�P authonty to the attorneylsl-in-fact ro sign. execute, aeknowied��e. �eliver or oth- �nvise issue :i pulicy ur pulicies ol' insurance on behalF of Gulf Insurance Compuny. RE50LVED, that the tiignature of the President. Excrutive Vice President or �my Senior Vice President. �nd the Seal of the Cump:my may be utt�ixeJ to ony �uch �ower uf �ttorney or any ceruficute relatin�_ thereto by iacsimile, and anv tiuch puwers tiu exeeuted :�nd ccrutied by fac5imile Signature and thesimile seal Shall be �.ilid an� binJin�_ upon the Cumpany in the future with respect to uny bond and ,iuruments relaun,_ [u euch bonds to which they are attached " �GuIY insurance Cumpany doeti here:by make. conti[itut� �ind appoin[ BOND 138545 NUMBER AE� I� � N�ME, ADDRESS PRINCIPAL: CI Y, STATE, ZIP Cleburne i��tility Construction Co., Inc. 1428 CR 426, Cleburne, TX 76031 �� /` / � �� 09/28/99 �t f �� 687,926.S�M / �N �$ 687,926.SQ �i EFFECTIVE DATE CONTRACT AMOUNT BOND AMOUNT David Morgan, Debbie Smith, Roger Bales, Mich�el B. Smith, � Todd Jackson�---r �� a A� � ,. � �t, tru� an41 I:i�vtul au�mneyi,l-�n-(art. �vi�h full pu��er nnil nuthori�y herchv ronferred �n ua nam�. �•I�ce and ,t�ad, to sign. execute. acknuwledge and deliver in its Ohehall: a� �urety. ;my un� all bonds and undcrcikines uf',ur�n�hip, and to hin� GuIF Insurance Cumpany theret�,v is fully an� tu the same extrnt as it�ny bonds. under- t;i6m�_s an� �lucument� rel:tUm_ ro such bonds an�%or un�crt.tkinct �vcre signed by the duly .iuthor�re� ulfirer°bf�the Culf Insurance Cump�uiy and all the acts of said .uturne�l�l-in-L•irt. pursu.lnt tu the authonty herein eicrn.:ire herchy r:n�fie� and remt'irmed. fhc ohligutiun uf the Cumpany �h,ill not excced ��ne millian l LOOO.U00) dull.tr�. �� 1� �VCi'NF.SS ��'HF.RF,OF, tiie Gulf Insurance Company has c:�used these presents to be signed bp an ntticer of' lhe Company and its Corporate Seal to bc hcrelu aflixed. k I pANC � � 5 r:��: oF ��:�v voKx � 1 ti5 (:OUN'PY Ob' KINGti 1 5� F c j��GOPppqqT� 0,�9 GULF iNSURA:VCF. CO�1P��NY " SEAL ` ,� �/� ��SgpJQ'� . � G'V � , Christopher E. 1Vatson � President Un the Ist day of June. 1996 A.D., before me r.tme Christopher E. �Va[son, known [o me person3,!h• who being by me duly s�rorn, did depose and say; that hc resides in the Counh� of �Vestchester, titate of New 1"ork: that he is the Ymsident of the Gulf llisurance Company, the corporation described in and �� hich e�ecuted lhe :ibo�c instrument; that he kno�cs the seal uY s:�id cnrporatiun; that the seal affixed to the said instruments is such curporote seal: that il ��is +u .tl'tieed h�� iirder �if the Board ot� llirectors of'said curporation and that he si�!ned his name. Cl�ereto by like order. q! �� '' , 4,, { ` � ,�` c - /,'•'� NUiA4�.,' � '� I I r c,�,g`�� 5PIR0 K. B:�NTIS \\"'r o� �G Yotary Public, Statc of �ew 1'ork \ �'� •�e�+� vo. 2-1-�861?�li 1'.\'l�!•: lll� \1(!1' 1(1R1� i � (,luxli�icd '+n I�im_s t Ol'\"f1' OP \1�:11' l OK1� 1 ,� �R (:��mmission E�pires .\lay I?. 3U00 !, thc under4i;;ned, 1•:�ecutive �'ice I'rcsident nP llie (:tdf lnsurance C��Zn��n)•, a Jlissouri Cnrpo�r�tion. UG HF.RE(31' CERTIFY that the foregoing and �:itt:�ciicd ('O« I•:K O1� ,�.1.1'OIL\F:l' rcm:�in� in full furcc. ` - tii�;ncd and tiealed clt the C�ilv of \'c�r lbrk. aS��RahCF C ! � � �QPOqq �y aR �`' �`" p} Ilated the 28th �av oe September, ty � " SE��, ` ' , �. �,'Sso`'�.� - - . , �� P� ��.�-� a .�-��=,�,� . �, ,�.�`�`� {� I :i«�rence P. \linit+•r "�^- •`- " i:secuti��e 1 ice Yresident 99 1 / 1 � � � � l�l � � LJ C L1 L�'J LJ �' � C'' � � � l�J � 'F �. . �p �k �F I� ,� , �N IMPORTANT NOTICE �� - dk �' TO OBTAIN INFORMATION OR TO MAKE�IA COMPLAINT �k You may contact the Texas Department of Insurance to obta�� information on companies, eoverages, rights or complaints at dF 1-800-252-3439 �� i� You may write the Texas Department of Insurance: �F P.O. Box 149104 �� Austin, Texas 78714-9104 �� FAX No. (512) 475-1771 �� a� PREMIUM OR CLAIM DISP�TES Should you have a dispute concerning your premium or ab�ut a claim, you should contact the company first. If the dispute is not resolved, you may c',ontact the Texas Departxnent of Insurance. N� ATTACH THIS NOTICE TO YOU*�t POLICY [� This notice is for information only and does not become a�part or condition of the attached document. �� p �. �I ak d� i. i. I' I� +h �� • �M tM L�J !� I� � THE STATE OF TEXAS COUNTY OF TARRANT PART G - CONTRACT" � 0 m � THIS CONTRACT, made and entered into SEPTEMBER 2'8, 1999 by and between the City of Fort Worth, a home-rule municipal corporation located in Tarrant Cqunty, Texas, acting through its City Manager thereunto duly authorized so to do, Party of the First Part,��ereinafter termed "OWNER", and a CLEBURNE UTILITY CONSTRUCTION COMPANY, INC. ofj�he City of CLEBURNE County of TARRANT and State of TEXAS. Party of the Second Part, hereinai�er termed "CONTRACTOR". �� u u �u � � � C� L C ��I '�J 0 �k WITNESSETH: That for and in consideration of the pa��yments and agreements hereinafter mentioned, to be made and performed by the Party of the First Pa� (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 17, UNI�S 1 AND 5 And all extra work connected therewith, under the terms as stated �� the Contract Documents, and at his (their) own proper cost and expense to furnish all the materials, s pplies, machinery, equipment, tools, superintendent, labor, bonds, insurance, and other accessories an� services necessary to complete the said construction, in accordance with all the requirements of the CC��ntract Documents, which include all maps, plats, blueprints and other drawings and printed or writte explanatory matter thereof, and the specifications thereof, as prepared by the Engineers employed b}� the Owner, each of which has been identified by the endorsement of the Contractor and the Engineers ��ereon, toge;ther with the Contractor's Written Proposal and the other parts of the Contract Documen�s hereto attached, including the Fort Worth Water Department General Contractor pocuments and G�neral Speciiications, all of which are made a part hereof and collectively and constitute the entire contra�t. G1 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. City of Fort Worth, Texas (Owner) Party of the First part �. o � BY: ASST. City Manager CW � CLEBURNE UTILITY CONSTRUCTION COMPANY, INC. 1429 CR 426 CLEBiJRNE. TX 76031 Contractor W[TNESSES: r � � � _ �� By: �e-- -�-C� �i Title: 'i �,1t,� APPROVED: � � ,.� '� :,�'' � �. ATTEST: � • , ,P �.� City Sec�etary (Seal) �� ,�� .� _� Approved as to Form and Legality: � Ga 1Steinber er, Asst. Cit Attorne rY g Y Y A. Douglas Rademaker, P.E. Director � Department of Engineering cw L' I��°�� Contract Authorization �� q Date � 1 �' � � 1 � � I � 1 � � � 1 i � � � � i aF #� 1 �t 1 �� ik • . +F Appendix A - State �evolving Fund R.equiren�ents . � �. � � ,� dF � 11 a, � � � � �k a �� 1 iM � � � t �J � � � � a � � 1 � � � 1 �II I� � : a, . � � ' i� I� ,, a, 9 � � �. 1� �� APPENDIX A � State Revolving Fund (SRF) Reqi�irements dC d a ' � � �p M �� t � W 'p � � I sk . PRIVITY OF CONTRACT. �G � This contract is expected to be funded in part with funds fro the Texas Water Development Board. Neither the State of Texas nor any of i� departments, agencies or � employees is, or will be, a party to this contract or any lowe� tier contract. This contract is subject to regulations contained in 31 TAC Chapter 363 in e�fect on�the date this contract is executed. �, � DEFINTION � n I�J The term "TWDB" means the Executive Administrator of tli�e 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 authori�ed representative thereof. . FINAL PAYMENT j � � 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, retaina�'g on the contract work. I�I 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 �nd review all work, materials, aequipment, payrolls, personnel records, employment co ditions, material invoices, and other relevant data and records pertaining to this Contr�t, provided, however that all instructions and approval with respect to the work will �ie given to the Contractor only 0 by the Owner through authorized representatives or age�nts. (b) Any such inspection or review by the TWDB shall not �subject the State of Texas to � any action for damages. �a � . � � � � � i�k 9� .�1 �� r. � �M C � � u � I�I �,_, Ifl I■II u I L�J � � I�I u � I� �J FLOOD HAZARD INSURANCE. � - This provisions applies to any contract which will construc� structures that are insurable under the National Flood Insurance Program of the FederalF�mergency 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 �pplication must be provided to the owner before commencing construction of the project. �e Contractor shall obtain the flood hazard insurance as soon as possible and submit a co y of the policy to the Owner. ARCHEOLOGICAL DISCOVERIES. �� No activity which may affect a State Archeological Landrt�'�ark 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 cultural or archeological deposits have been avoided or mitigated. Hc�wever, the Contractor may encounter unanticipated cultural or archeological deposits �uring construction. �� . If archeological sites or historic stxuctures are discovered after construction operations are begun, the Contractor shall immediately cease operations�n that particular area and notify the Owner, the TWDB, and the Texas Historical Commission, (512-463-6096). The . Contractor shall take reasonable steps to protect and prese�ve the discoveries until they have been inspected by the Owner's representative and the TWDB. The Owner will promptly coordinate with the Texas Historical Commissio;� and any other appropriate agencies to obtain any necessary approvals or permits to enable the work to continue. The Contractor shall not resume work in the area of the discov��ry until authorized to do so by the Owner. ENDANGERED SPECIES No activity authorized that is likely to jeopardize the cont�';nued 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 Paxks and Vj�ildlife Code on Endangered Species, or to destroy or adversely modify the habitat of �%ch species. If a threatened or endangered species is encountered duri�g construction, the Contractor shall immediately cease work in the area of the encounte and notify the Owner, who will immediately implement actions in accordance with the E�A and applicable State statutes. These actions shall include reporting the encounter to th TWDB, the U.S. Fish and Wildlife Service, and the Texas Parks and Wildlife Dep�ment, obtaining any necessary approvals or permits to enable the work to continue, or ir�plement other mitigative actions. The Contractor shall not resume construction in the area of the encounter until authorized to do so by the Owner. ,, � � � � � L! a � a � � � � � D � � � � 0 � . � {k 1 � • LAWS TO BE OBSERVED. �k In the execution of the Contract , the Contractor must compl� with all applicable Local, State and Federal laws, including but not limited to laws cor��erned with labor, safety, minimum wages, and the environment. The Contractor shal� make himself familiar with and at all times shall observe and comply with all Federal, Si�ate, and Local laws, ordinances and regulations which in any manner affect the c�3nduct of the work, and shall indemnify and save harmless the Owner, the TWDB, and th�ir 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 hazardo�4s materials, except as may be specifically provided for in the specifications. , If the Contractor encounters existing material on sites owne�ii or controlled by the Owner or in material sources that are suspected by visual observati�Qn or smell to contain hazardous materials, the Contractor shall immediately noti� the Engineer and the Owner. The Owner will be responsible for the testing for and remo al or disposition of hazardous materials on sites owned or controlled by the Owner. The �wner 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. � �� . , � �� , �. � �� I�I � u I■I I� � � ul ��1 i,,� � � I� � I!I I�I � � EQUAL EMPLOYMENT OPPORTUNITY. During the performance of this contract, the Contractor agrees as follows: �k (1) The Contractor will not discriminate against any em loyees or applicant for employment because of race, color, religion, sex, ag�� handicap, or national origin. The Contractor will take affirmative action to ensur��that applicants are employed, and that employees are treated during employment wrthout regard to their race, color, religion, sex, age, handicap, or national origin�N Such action shall include, but not be limited to the following: Employment, u�grading, demotion, or transfer; recruitment or recruitment advertising; layo�f or termination; rates of pay or other forms of compensation; and selection for tr�irung, including apprenticeship. The Contractor agrees to post in co � spicuous places, available to employees and applicants for employment, notices � be provided setting forth the provision of this non discrimination clause. �, (2) The Contractor will, in all solicitations or advertiserhents for employees placed by or on behalf of the Contractor, state that all qualifie� applicants will receive considerations for employment without regard to ra�e, color, religion, sex, age, handicap, or national origin. r (3) The Contractor will send to each labor union or repi�esentative of workers with which he has a collective bargaining agreement or �ther contract or understanding, a notice to be provided advising the said labor umon or worker's representatives of the Contractor's commitments under this section, a�d shall post copies of the notice in conspicuous places available to employee�� and applicants for employment. (4) The Contractor will comply with all provision of �xecutive Order 11246 of September 24, 1965, the Age Discrimination in Eriiployment Act of 1967, 29 U.S.C.A. 621 (1985), Executive Order 12250 of N��vember 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 o�Labor. (5) The Contractor will furnish all information and re�iorts required by Executive Order 11246 of September 24, 1965, and by rules��regulations, and orders of the Secretary of Labor, or pursuant thereto, and �ill permit access to his books, records, and accounts by the administering agency�F and the Secretary of Labor for purposes of investigation to ascertain compliance�with such rules, regulations, and orders. '� � �, � (6) In the event of the Contractor's noncom liance with��the nondiscrimination clauses P � of this contract or with any of the said rules, regulat��ns, or orders, this contract may be canceled, terminated, or suspended in whole or in part and the Contractor may be declared ineligible for further Government c�bntracts or federally assisted � construction contracts in accordance with procedure authorized in Executive Order 11246 of September 24, 1965, and such other�anctions may be imposed and remedies invoked as provided in Executive Order 1�246 of September 24, 1965, or � by rule, regulation, or order of the Secretary of Labor or as otherwise provided by law. �� a(7) The Contractor will include the portion of the senteiice immediately preceding paragraph l, and the provisions of paragraphs lthro,'�gh 7 in every subcontract or purchase order unless exempted by rules, regulations, or orders of the Secretary of � Labor issued pursuant to section �04 of Executive �rder 11246 of September 24, 1965, so that such provisions will be binding upon �ach 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 r�eans of enforcing such � provision, including sanctions �for non compliance: PROVIDED, HOWEVER, That in the event a Contractor becomes involved ir�� or is threatened with, litigation � with a subcontractor or vendor as a result of such d��rection by the administering agency the Contractor may request the United Stat�s 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, ecific affirmative action obligations required by the Standard Federal Equa�Employment Opportunity Construction Contract Specifications, as set forth in 41 CFR Part 60-4 and its � efforts to meet the goals established for the geogra hical area where the Contract is to be performed. The hours of minority and fema�� employment and training must � be substantially uniform throughout the length of he Contract, and in each trade, and the Contractor shall make a good faith effort �o employ minorities and women evenly on each of its projects. The transfer of mir�'ority or female employees or ' trainees from Contractor to Contractor or from pro+�1'ect to project for the sole � purposed of ineeting the Contractor's goals shall �ie a violation of the Contract, the Executive Order, and the regulations in 41 CFR P�� 60-4. The goals are expressed as percentages of the total hours of employment and training of minority � and female utilization the Contractor should reas��ably be able to achieve in each construction trade in which it has employees in t e covered area. Goals are published periodically in the Federal Reeister in�otice form, and such notices may � be obtained from any office of federal contract c pliance programs office or from federal procurement contracting officers (5�� 229-5835. The Contractor is � expected to make substantially uniform progress �toward its goal in each i� � � � u l■_I � � � � � � � � � � 1 � � � � �Y' craft during the period specified. � Whenever the Contractor, or any subcontractor at an� tier, subcontracts a portion of the work involving any construction trade, it shall��hysically include in each subcontract in excess of $10,000 the provisions of tl�ese specifications and the notice which contains the applicable goals set for mii�ority and female participation and which is set forth in the solicitatio�from which this contract resulted. � �, , �� 1� �p AM IsM a a, ; � aM d aF �, i r� p { � � 1..1 �. a � � � � � a� � � 0 �! a � a 0 � SITE CERTIFICATE This is to certify that the i il IM A. �, �� (Le�al Name of Anolicant, i.e., Citv, District,�etc.) �� has now acquired, taken bona fide options on, or initiated foY7na1 condemnation proceedings against all property (sites, easements, rights-of-��vvay, or specific use permits) necessary for construction, operation and maintenance of wastewater facilities described as �� N (Proposed Contract No. and Des ription) in accordance with plans and specifications approved by th� Texas Water Development� Boazd. Any deeds or documents required to be recorded t��protect the title(s) held by � (Legal Name of Applicant) i� have been recorded or filed for record wherever necessary. { � In the event of conflicts with existing underground utilities��or preserve unknown cultural or historic resources, the �M (Name of Applicant) has the right of eminent domain and will take condemnatio� action, if necessary, to acquire any sites, easements or rights-of-way which may be required to change the location of any of the facilities described above; and upon �cquisition of the rights-of-way and recording of documents, will submit another site certif�cate to that effect. EXECUTED this day of ', 19_ NOTE: �t �N . (Signature) (Title) ' a. This certificate MUST BE EXECUTED� BY AN ATTORNEY OR AN ABSTRACTOR qualified to evaluate �e Applicant's interest in the site and make such a��termination. �� : �. a� �. �k L.� 4 � � � � a � � a � � a � � � � � � 0 1- �� ,� Bk � S.R.F. +k The Contractor shall complete the two attached Texa�" Water Development Board forms at time of contract execution. ��, The Contractor shall submit along with the by-montli�y payroll certification the attached form SRF - 74, Certification By Contractor �for Labor Standard Compliance I ' ;. �k a !. i� . � �F a � 4 a i Y� 1 CONTRACTOR'S ACT OF ASSURANCE STATE OF TEXAS COUNTY OF JOHNSON BEFORE ME, MARTINA M. REYNA, A Notary Public duly commissioned a qualified in and for the county of JOHNSON in the State of Texas came and appeared C. R SHAW, as represented by CLEBURNE UTILITY CONSTRUCTION INC.., the corporation's VICE PRESIDEN'T, who declares he/she is authorized to represent CLEBURNE UTILITY CONSTRUCTION INC.., pursuant to provisions of a resolution adopted by said corporation on the 25 day of September, 1998 (a duly certified copy of such resolution is attached to and is hereby made a part of this document. ) C.R SHAW, as the representative of CLEBURNE LTTILITY CONSTRUCTION INC..., declares that CLEBURNE UTILITY CONSTRUCTION INC.., assures the Texas Water Development Board that it will construct Main 390 Draina�e Area Sanitary Sewer Svstem Rehabilitation & Imurovements. (Grouv 6, Contract 1). Part 17. Unit 1 and Unit 5 project at FortWorth, 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 RAND a��d seal of oi�ice this 4 day of Ocotober, 1999 A.D. I��i�%��, �.� �� My Commission expires �i�, �� ,��(��r � r � � � � � � � � � � � � 1 � � � � CONTRACTOR'S ACT OF ASSURA.NCE , . i' � �� i, STATE OF TEXAS � �� COUNTY OF a� . ' BEFORE ME, . a Notary Public duly �ommissioned and qualified in � and for the County of in the State of �'exas came and appeared , as represented by �� , the corporation's , who declares helshe is autho�ized to represent ' lw pursuant to provision�� of a resolution adopted by said corporation on the day of . , 19 (a duly certified copy of such resolution is attached to and i� hereby made a part of this document). ,, , as the representative of , i� declares that � assures the T�xas Water Development Board that it will construct project at �t , 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 o�ce this day of . 199 _ A.D. � �!. My commiss�ion expires � al B °� �. V . ♦ �t F �F . CONTR.ACTOR'S ACT OF ASSLTRAN�E RESULUTIUN �� BILLIE SHAW �� ov�mer �� I hereby certify that it was RESOLVED by a quorum of th� directors of the CLEBURNE UTILITY CONSTRUCTION INC. �� Meeting on the day of September 25 1998, that C.R. Sha� be, and hereby is, authorized to act on behalf of : �" 1b CLEBURNE UTILITY CONSTRUCTION INC. �� Name of Corporation 3k As its representative, in all business transactions conducte��d in the State of Texas, and: That all the above resolution was unanimously ratified by ��he Board of Directors �p At said meeting and that the resolution has not been resci�ded or amended and is now in full force and effect; and; f� JN In the authentication of the adoption of this resolut�on, I subscribe my name and �x the seal of the coporation this 25 day of Septembe$, 1998 �!� � /i�%-�C/ �� Secretary �� 1� I, i� a 1R �M � � � i � � � � � � � I � � � � � � 1 0 � � , . . .� a CONTRACTOR'S ACT OF ASSURAl��CE RESOLUTION � �� . �� I hereby certify that it was RESOLVED by a quonun!bf the directors of the . � name of corporation a° meeting on the day of . 19 , that , �a be, and hereby is, authorized to act on behalf of �� , ame of corporation as its representative, in all business transactions conducted i� the State of Texas, and; �I � That all above resolution was unanimously ratified b� the Board of Directors at € said meeting and that the resolution has not been rescinded �r amended and is now in full forces and effect; and; " • it In authentication of the adoption of this resolution, ��subscribe my name and affix the seal of the corporation this day of i. , 199_. (seal) � yr � �� 1 YM 9 { �R IF In Secretary � � � � � � � � � � 1 � � � � � � � � I � #� a . a Certification by Contractc�`r of �� Labor Standards Complia�ce 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 ��rk site in which the federal government is to participate: , � Date Estimate Number: for period �° to � Name of Project Locati�n i! � Contract Number Date Contract Awarded � tt State Revolving Fund Loan Number �; I hereby certify that all of the contract requirements as spec�fied under the labor standards have been complied with by: � as prir�cipal contractor and by each (Name of Contractor) ' subcontractor employing mechanics or laborers at the site �f the work, or there is a substantial dispute with respect to the required provisions. r Name of Contractor/Subcon�actor �. Signature and Title i, Notes: 1 F? This certification may be placed on the esti�mate or on a separate sheet attached to the estimate. �G The Texas Water Development Board sha11� prior to approving a voucher, satisfy itself that copies of these certificate�� are on file with the owner. � � e � � � � V � � � �� D a - � Q � . � Q a a � a �� p �b 1F . � \ � A* �� .t,s -�ase d�B � e� �` A�A�' �� t �p � 1 �C ti a �M �. �. ,� .�. � :. � Q a � � � � � � � 0 o � � � � � � � � � � . � �, �, } .' { . � <<$,, Appe�d�x �� w. { Mi � � �. : {� e h } A a �� A• i 9� a 0 0 a � a � � � � � � 0 a 0 a 0 � � 0 � m . � �: APPENDIX B y EASEMENT DOCUMEN"i'S � Two (2) three-ring binders containing all the temporary ��ight-of-entry forms, easements (temporary construction and permanent) and permits ��btained for this proj ect are available for examination at the plans desk of the Department of Engineering. Bidders shall be provided with �opies of any right-of-entry or eas�ment upon request. The terms of all Special Provisions or Conditions for easements sha� be applicable. The responsive low bidder(s) will be furnished with a copy of Appen�ix B after award of contract. Bidders shall not remove any of the two (2) copies from t�e plans desk. . � � tM �� 7t i 4 � ,. � �. � . � 1 ! ak � V � � D � � � a Q D � � � V Q � D � V Q �� r . 1 !� �w r� t .� �k • � � en�1 A��' K 4 ++ 1� �� rF 1� �k n� "4 5F A m � a 0 � � � � � � � � � � � a a 0 � � SITE CERTIFICATE This is to certify that the � � � (Legal Name of Applicant, i.e., Citv�aDistrict, etc.l a has now acquired, taken bona fide options on, or initiated �ormal condemnation proceedings against all property (sites, easements, rights-o -way, or specific use permits) necessary for construction, operation and maintenance of v�astewater facilities described as li (Proposed Contract No. and Dg,scription) in accordance with plans and specifications approved by tYle Texas Water Development Board. Any deeds or documents required to be recorded �� protect the title(s) held by (Legal Name of Applicant) �� have been recorded or filed for record wherever necessary1 � In the event of conflicts with existing underground utilitie� or preserve unknown cultural or historic resources, the J (Name of Applicant) I has the right of eminent domain and will take condemnat�' pn action, if necessary, to acquire any sites, easements or rights-of-way which may lhe required to change the location of any of the facilities described above; and upo�. acquisition of the rights-of-way and recording of documents, will submit another site certi�ficate to that effect. �� . EXECUTED this day of , 19_. �F (Signature) m � (Title) � NOTE: This certificate MUST BE EXECUTE� BY AN ATTORNEY OR AN ABSTRACTOR qualified to evaluate the Applicant's interest in the site and make such a�etermination. �� k a. 7 �� I � L � � � � � � a p p C� C� C? 0�,,,� �.�� f� ,� �•.i�v�� c�� l�iue) � .+ , ;— .. ,. '� , 8� , , , � i « r . . , � , , � r ` . . � '� t . . (3:� ,;; 3' - � 5" • ;' 3" ;' � 4' „ � 5" � . • • � t � ,` , , ' , . ,� t � t t i 2 2rJ" I � • ` ' .' � . . � � + i --•.---- - � � � � t • � � � • `,, • �� M � � � �� ' . � � n � .�" ' , 3.75" ----r ..1 � . � � � 1 � � i � • , .��ra �r�i .� • • (� . T ,�...� �. � � .�.� � � . �. : .,.� .� . � .� �� _ � �� .. . � _.__ � . �, _..� . . ,� 2.25"� � � CV -t- . 4.5 �, 09I18/36 � 1 � � � � r^� 3.75 � �,-- . � 0 N � f7 ti . . . . . , . _ �_ , . � � 4.5�� , , . . ., ', , // � ' � � ` � /� � � /3" Racfius � � � �`� � 1Nhi�e �'� Pnll� 288 (Biue) / � � : . / '. / � p�.o,��Y- s�� . �'�g�ur� 3� � Seale 7 " � �f' E2�y Construction � � � � a~ 0 0. � EXCA�/ATI�N, BACK�T�� AND PAVEMENT � - REPAIR UNDER EXISTI` G STREETS . , . . � �. � . MIN 2' H�T ❑R C�LD MIX ASPHALT-, a' -TE�iP�RARY PAVING REPAIR SHOWN - EXIST. STREET � PAVEMENT F❑ PERMANENT PAVING REPAIR DETAI , . SE� FIGURES 1-5 ❑R AS SPECTFIED IN � TH� PLANS ❑R SPECIFICATI❑NS, iV U U V U t! V V V �V V V V V V V V V U V V �C j////j// �O�Oj O�O�O�� O�O O�O� �O�O�O�O�O�� O�O�O �/ i n jr. ii �°��///%///// L.I . • . � � MIif ' C M� D (/ �! /.� � . � ; ' . � � FLEX-BASE MA� ERIALI' �/, ��' � • . • � ; a . • ', •' ' •.' �'i'//!,•i/�• i //�� .ar//� . /��.. '• . 4., •. • . •. . 4 , . � � � �•, . �•�' . � . _ , . . •• . . , •. •d .' , . . s �' : :.• ' � B�TT�M OF TEMPORARY ❑R • • •• � �'° � ` a. � PERMANENT PAVEMENT REPAIR � �' � ' � ` . . . " . • .� •• �� • . � .. . Y ' • . . EXIST, BASE� a �� 1�1 � � � . . � '. � `,; ... .� .; J : "'• '�'..' �TYPE C BACKFILL �'��' • � �. '��'' SEE SPEC. E1-2 � SAND MATERIAL �'.' :��•t � . ..'• �' 1'-6' MAXIMUM . EMBEDMENT ••,.. '' ,�� .�` • � '� '�� SEE SPEC. E1-2. �� +. �;:,.':. •��= MINIMUM 6' SAND '_:•��•"'' •�' � �•� '� � EMBEDMENT COVER • : ,: , w •S , .�. -n.' . r� . ,st� •t• "• • ``" �Q�• `.•.t..�. . � : ' Q�' •;��.• MINIMUM 6' EMBEDMENT .; =, : < � . . :.,' �.�r' ' :,��'.:. :' :.. • • ti • ;,.. ...� - .. . .. . . :F � � INCLUDED IN LINEAR F��T B�D PRICE ❑F PIPE � , � . �IGUR�'� A � 0 CWATER SIZES UP� T❑ & INCLUDING 12"). �F �-� ��II NTS ,� REV� MARCH 25, 1999 O a� � a. [�J � I;J � � � u � L�J LJ LJ � 0 0 u � �� EXCA�/ATI❑N, BACK�I��,,AND . REPAIR UNDER EXIST��NG 9p MIN, 2' HOT ❑R CCILD MIX ASPHALT E��IST, STREET' PAVEMENT ,a�o� i_�_o_ so f � PA�/EMENT STREETS �k - ,EMPORARY RAVING REPAIR SH�WN - �rCIR PERMANENT PAVING REPAIR DET� �EE FIGURES 1-5 ❑R AS SPECIFIED ' HE PLANS ❑R SPECIFICATI[]NS, , �N � ' .� : � � . . o;b�Q�oti�o�o�o�o�o�o�o�o�o��///////////// � . . �� h�I� 6� CCIMPACT�D / �� ' ; ' �FLEX—BASE MA7ERIAL�%��• /� �•;4 . • •�•� � •• ��%�'/��i /��• /��/(r'// •. , . d '�� . + �i ' • ' : : :.• '•� ' : ' • B❑T7�M' �F TEMPORARY ❑R --� . � � �, : .� � .. ' � s PERMANENT PAVEMENT REPA�R J . ��. � �/ �/% �� •. � ' ' • ' , � • - �4 �� 't 1 ' • : . � •. ••d. ' . ,a : . , ,.• . . � • • � .. • , ,� •• • • � EXIST, BASE � ' ' ` �� ' �TYPE C BACKFILL .. , , ", '�'" `� '' ��' ' SEE SPEC, E1-2 � SAND MATERIAL : " �''•: ;.� • •��" • EMBEDMENT � `':" � �� ,'' � �r� 1'-6' �fAXIMUM . .: �," `.� • �F. . SEE SPEC, E1-2 • -:,:�• �`. :� .��: � � . �. :c'. �� 1) SEWER - MINIMUM 12' • •� `' � �" � ' � .'� • ' .i'� � SAND EMBEDMENT COVER • • � •^•,�."�G ° :` � � . � 2) WATER - MINIMUM 6' '= '�� ••�''' SAND EMBEDMENT C�VER �'':�'; ' •��". ' � CRUSHED ST❑NE . :.;' Q,�Q� �:,; ••.; SEE SPEC. E1-3 : � .: . ' ''�` - : : - % � . MINIMUM 6" EMBEDMENT �;'��.��. � „�: ,.;5_� �, .. :'' ;.; ; _ � _, �•• •. ,� � .;' ;�.:.. ...•• ��,:;f..•:=':�;,;-; � •� -! � • . . � i : f. �'i : � � • • � . �� P � INCLUDED IN LINEAR FDOT �ID PRICE ❑F PIPE . � F�IGUR CSEWER� AL��. CWATER �SIZES 1�" � NTS :� � � SIZES) & LARGER)� � REV� MARCH 25, 19� ,. � . � , „ PRa��S� , �. � C.8 D �'a ti'�I7 � . EN� � TR ---_ A TN �U �-U EE TS . . R� PA�,jN _ fl . , . G ❑�� Y� � � . . . + .J . ,. d. .�r � � . _ . rYpF $ - . �l SEE SpE OR EI 2 q �KT�'L, L � jr • �� - . . . Q , . � " • .. �i j t. �'� .. . . w . . ..4 � . � ' . 1 ; • : �� . : •,. � � Y �� ` � ' r:. ,�•� .e..'.~....... . • .�1:.1�'�; .i .. �j:. - •,•.. �y•. �.:• j �` •:,,•��.•. �S: •%. ,y: •S�f;':. .. . . t•.: �. .�� `� •:'��. .�t : `t.... .t.: _.i . •.� � t ;�..•,, r..� . � .: y � . ' n .: • ••,. `. . � . . : ...', . �:..: � .:: � SAND A TE �. � � _ '•:,��:.�•: '�'��: ��.�'';��''2 . EMBEDME�rR AL MINrM ,. . • �;;.h' '' ','`"`•�• .::;'..y�, t, `' SEE SPFC, El-2 �"j - EMBE�gME 6 SaND `�;; •.; : � • '..: :J ,` . ..;:�;: : LJ NT Cp�/ER .:;: ' ... .f . : ,,'::,: �;�.'..:�,`_ ..��r: . . � M+' � y• •�A • •l ,: YS ��• MINIMU� 6, E .•�''::,. .��. ,�:`,��. . . � .. MB NT , :. . EDME '•t ;� � Q�'4 �. '' : i�� ,.�•..� ;..'. t; . • `' ��'' �:' ; � ::�° '>�'" . � � : r''' . ''_ '; " : � . .. . , � ;� . � �� INCL UDFD ZN � r ' NEAR FOQT B"�'lJ PRIC� OF PI !J ' ' ' PE .! 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DCr1JtT• MCNT �reOJ[CT�, 101tT wOAT►1 waTC� OC1i,CiTr OF f0�i vrOJtTH� TtXAI ~� ►AO►OKD f1�CUJTY tltifk�ATfO!( "_"" ". ! I� L • 1• • � . bCTCH WALL . � . • 0 ❑ i'YPICAL .��CTIC�N-TRE�[VCH REP�11R_ . • TYPiCAL H. AA. A. C:�S�RFACE V�l{�'N S41L BAS'� �. � � . - ' * HOT 1�IX A3MALTIC Cd�Gtt7t c�rr oF fo�rr. ,►a�rN . � nf�•,-,�•,2 . rrnr,tir��rn; i� N/� l, Pi , v., rtN.s DG P T.'r�� ',' n�v-n-��r� ANA/Ul"II'�M�Lte nlu�*/nu � nru.i,_�r ,n [%ItT f�tC �� ; fir. i , i Q G� C� C� Q 0 L �7 �! C� �7 �J �3 G� �7 C� �7 � C� 45• BEND WITN RETAINER GLANDS d CLASS B CONCRETE THRUST BLOCKlNG PROPOSED SANiTARY ^ AS REOUIRED. SEWER (TYPICAL) �. � i J%/ a�'% ///� %/�.Y /' REMOVE \ � EX. WATER L1NE � EXISTINC WATE� \ � REMOVE — — — — � �XISTING WATER � NIPPLE � EX. WATER LINE �//// ' - - %////� � _ _ . _ _ �'//////.� _ _ . -- __ \\\\� •� , ; . • � • � • ` � MJ SOL 10 ' ,; .. < � �eoO �Y, �� • : �, SLEEVE Yd �•� ~�%� !\ \ \ \ ' . � • r ; .� _-', --_ �-� _� -'-= ERTICAL 18" M[N. TIE-DOWN BLOCK CONC. CRADLE ' - - _ - " " -� ". � ,- = SE-VlER �1 PF�.. D� + 1SL FT.�. • � ` tMIN. ) ~ � NOTES: '� _ _ ' -- F = " ,_ . � 1. NO WATER SERVICES SHALL BE LOCATED WITHIN THE WATER MAIN LOWERING LlM1T5 S T A N D A R D W A T E R M A I N L 0 W E R I N G 2' MECHANICAL CJOINTLFITTINGS 3. ALL WATER PIPE SHALL N. T. S BE DUCTILE IRON CLASS 51 P1PE. na, 0 � ! . , �. � -.� '�;i� �j� �� . i � �f.�.-�! o ls %-�.-, �:�,. d i r"o'. i. � �,; � I I I� G,. i � �� Cor�r�� aQw! Co .��lkii� (t i+1� ��: � �� J,�,. ��.�� r. y d� I��i�,i � � — —��. �� _ � � f . � �'o..C�,�1,;r�Y.f con^acJ�d�iCk .�• ��'1�'��:••T�- � jl %;�\ `�, 1 slo�s apick6Qrs, R...�f: E2-/� ,�• '�� j� � // ' \1 :t�. U . � � + ti � . �f �i � �`� � - � � � -� � ' �, �� - : � � �� [�.f/ �f . .. . �r � �' � � � � ` � � G � � b- - :�: I _� � r �' \'` � / / � :' �• � � �\ � \ -� / {r f" � � ` - `\ / / i.. � � � T � � 1':.- � �� ik , ,. --� -- �--�_ �.. , �. . � ��' j . I - �- � . � � /�_ . ' ` I :/:� � � � � {� � � .' _ Minimur,� 2rox�s �:.: �\ I � 1 p�eJorm2dbifumasric joinr - '' •, ��J� . . Sea.i�n; (Ram-Neko� ored .�� I • �`�'�� '," '{� � - � . 4�Pr .. . . • � _ - - ..�.,.,�•�;.•�. _ -' _ equQ/%. a c)�. . �; � ' {' �1�I � ��j. '.t� �on C. c � d� ,Ha•�e l.Y.f�i' Co.��.�ct o.- :r �� ' � { � I I�` �' ,,c.rlc.rC {o � ` ::''•� . :'p•rF. . �. .� i�l ';: ��c dc%' .Q.S. T. � C- 4TB P�rr�sf . p�' . � ::: � Y � I � ;� : r-c��.r'o�-ccd .•..o.�.iSo(c :;'�� :�:°. �� ;: secl�o�s o� c9wl, ' ;.4'%�_ I .� �I ' � .Pe �:' - E - 2 - / � . � �--- � ��.. I �:' f �•. � � � _�'�)� I I i ��;;�n . � � %- �►��1;1i I u�ui�°�� - . ..� � � � • : =� o:: ; . i , . � ' 9 �F � _ � � � ':' =n.: •; �� . `i : �?s,; . �— � � � Y�i-� cs' .�v.Y.f c� i..T-� l� � � ^ 1 � ,: .� ,► �'P`P ` . '� ',_+� . ��: � � � � , Q� .. :�i' t¢; : � . .. _.. C�o u� �. � • � ; ' � i;! �.� . 6 ".�lN. � - � P.-�us�1 � . - D • r-.-s•�. ��^'� � `^•�`. ��••'�' , ,-.� ..._._ � ,� - _ •► O'.�...�._....-�+-1 ��.0'�' * ,, ••'��: • •'•-• . �._ �'• �• � •'�_ � o • �•. •D `. l � I . . ' I ,�: ii: : p:� • _,, � o. "•s• :-,.:.L-�'. . �d .. ••p-:• �P — ;-e�r;' .�. — , ' -_, � -•-- �--• .•�• � � r �• i .-� }. . :D�`, ;`"'_,�"'""'. pr' o :• :p• :'" ': '�•; :i�':: ' . . 0:.; • !� 2 •p' . ,O: :.��f: j,� 0 . .�. '0.� . L. I . • � . .i• .. r !.'•F-.' ... . . . .j... .!/+�., _ .. :�;. ,'o� . .. . , _ - � Cl�ts F �¢000 �`� Conc��{e .—� �; d `�YIIN. � �%� �-�' ��, �s . Q � F�� Ur'�'E . /'�', - .^�'.��/l �.�1� � .�f�s�//�O� ,�" :. � . . . �f�i'aC�Jl� S/�v.�+�i'!� � � El-1� Y.a�crial � - E2-14 Construction U ' . � . _: . � . . � � O Q B � � � � i � � � � � � � � � � a Q a � ��--- � \Q- �� ` � � � \ . D ' p \ ` D , D . . D . 1 \ ' • � ' • p . ' , '` \ � • � � \ . p p . p \ � \\\\\\\\\\\\\ �f MANHOLE WALL � _ � � : HYDRAULIC � SL1DE . � SECTION �DETAI� . �° � �� . �-� , � j �. �� MANHOLE WALL � � / � �i� � � � �a �. 2' MAX. i� a � / � � � , . � � � � o �� ' �� .. . , � � r .. o , � � i��„R � • � 10"R r ��.. � 6�� '°. . •. .::�.::':O. . . .�?'.�� . .. . . ., i ��.�� A - A '� #3 DOWEL 4-#3 DOWELS > EVENLY NQTE� DROP THROUGH W(LL �E POURED MONO�ITHICALLY WITH CAST IN PLACE BENCH, OR DOWLED AND GROUTE(� TO PRECAST BENCH. � p=\202\97\97106\ead�au0-Mydr�id.d9^ S E C T l 0 N � sF 1 .. City of Fo�t Wo�th, Texas �1►�Ayar And Caunc�l CammunycAt�an DATE REFERENCE NUMBER LOG NAME PAGE 9�28�99 **C-17666 30VIEWST 2 of 2 SUBJECT AWARD �F CONTRACT TO ��EBURNE UTILITY CONSTRUCTION COMPANY, INC. FOR MAIN 390 DRAINAGE AREA SANITARY SEWER SYSTEM REHABILITATION AND IMPROVEMENTS (GROUP 6, CONTRACT 1) PART 17, UNITS 1 AND 5 UNIT 5: � i�- Cleburne Utilitv Construction. Ca.. Inc. Long Construction & Engineering, Inc. B&H Utilities, Inc. Jackson Construction, Inc. Burleson, Utilities, Inc. Whizcon Utilities, Inc. I FUND I ACCOUNT � (to) � � 45 Calendar Days Since Cleburne Utility Construction, Co., Inc. is the low bidder on both units, construction of both units will begin simultaneously and the contractor shall be allowed a total of 60 calendar days to complete construction of both units as stipulated in the project contract documents. In addition to the contract cost, $49,000.00 (Unit 1: $25,000.00 and Unit 5: $24,000.00) is required for inspection and survey and $35,000.00 (Unit 1: $18,000.00 and Unit 5: $17,000.00) is required for project contingencies. Cleburne Utility Construction Company, Inc. is in compliance with the City's M/WBE Ordinance by committing to 17% M/WBE participation on Unit 1, and 16% M/WBE participation on Unit 5. The City's goal on this project is 17% for Unit 1, and 15% for Unit 5. FISCAL INFORMATION/CERTIFICATION: The Finance Director certifies that funds are available in the current capital budget, 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 6140 6157 615? AMOUNT $336.513.5Q 343,766.25 379,466.00 391,085.00 391,830.45 460,419.00 CENTER I AMOUNT (from) PE42 541200 070420417370 $351,413.00 PE42 541200 070420417410 $336,513.50 TIME OF COMPLETION CITY SECRETARY APPROVED C�TY cau�►�°��L SEP 28 i4aq �� , CitY Secret�z g , �r' • . .. City of Fort �v�;.� : City of Fort #Worth, Texas �►�Ayar And Ca�nc�l Camm.un�cAt�an DATE REFERENCE NUMBER LOG NAME PAGE 9�28�99 **C-17666 I 30VIEWST 1 of 2 SUBJECT AWARD OF CONTRACT TO CLEBURNE UTILITY CONS7' UCTION COMPANY, INC. FOR MAIN 390 DRAINAGE AREA SANITARY SEWER SYSTEM REHABILITATION�AND IMPROVEMENTS (GROUP 6, CONTRACT 1) PART 17, UNITS 1 AND 5 RECOMMENDATION: It is recommended that the City Council authorize the City Manager to execute a contract with Cleburne Utility Construction, Com�any, Inc. in the amount of $687,926.50 for Main 390 Drainage Area Sanitary Sewer System Rehabilitation and Improvements (Group 6, Contract 1) Part 17, Units 1 and 5. 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 the sanitary sewer Main 390 drainage area. The project is ,part of the City's Integrated Wet VVeather 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 Unit 1 project is generally bound on the north by View Street, on the south by Lancaster Avenue, on the east by Sanderson Avenue, and on the west by Tandy Lane. The proposed improvements consist of the replacement of approximately 3,700 linear feet of primarily 8 inch sewer pipe. The project is located in COUNCIL DISTRICTS 4 and 8, Mapsco 78G. The Unit 5 project is generally bound on the north by View Street, on the south by Lancaster Avenue, on the east by Mountview Avenue, and on the west by Sanderson Avenue. The proposed improvements consist of the replacement of approximately 3,400 linear feet of primarily 8-inch sewer pipe. The project is located in COUNCIL DISTRICT 4, Mapsco 78G. The project was advertised for bid �on July 8 and 15, 1999. On August 5, 1999, the following bids were received: UNIT 1: [31Ti7�� AMOUNT TIME OF COMPLETION Cleburne Utilitv Construction Co.. Inc. Long Construction & Engineering, Inc. B&H Utilities, Inc. Burleson Utilities, lnc. Jackson Construction, Inc. Whizcon Utilities, Inc. Stocker Enterprises, Inc. $351.413.00 363,179.80 391,394.00 414,701.80 416,050.00 469,998.00 498;460.00 60 Calendar Days