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Home My WebLink About025409 - Construction-Related - Contract - J.D. Vickers, Inc.� � � 1 � � PROJECT NO. PS46-070460410280 � Unit 2- DOE No. 2432 � IN THE CITY OF FORT WORTH, TEXAS � _.� 1999 L r � c� �� R�i�►RY � - - . �'°`�°�• F��+� SPECIFICATIONS ' ' r `��k; -��"',; .'' :-e�':� ��1Vi)i�diU�` �"r�` & ° ; . .<« ..,, �,, .� �., , ...� .. PY FOR ��.��t�� R�ir�EIV�' MAIN 390 DRAINAGE AREA SANITARY SEWER SYSTEM REHABILITATION AND IMPROVEMENTS (GROUP 6, CONTRACT 1), PART 16 �CONTRACT DOCUMENTS CITY SECRETARY � �� `5��`y M � +�' �t' �iC�F�'S CQ CONTRACT NO . n KENNETFI BARR BOB TERRELL MAYOR CITY MANAGER AUGO MALANGA, P.E. DIRECTOR OF TRANSPORTATION „ /,�p �1�� AND PUBLIC WORKS DEPARTMENT U��Blrill� G��VUS� LEE C. BRADLEY, JR., P.E. �� U��C °` G�� DIRECTOR OF WATER DEPARTMENT �� `-��r ��'j� ' A. DOUGLAS RADEMAKER, P.E. DIIZECTOR OF ENGINEERING DEPARTMENT Prepared by: TranSystems Corporation Consultants 500 �Vest Seventh St., Suite 600 Fort Worth, Texas 76102 � �� .�E o� r��t� `1 �+.,,......h�• ;� �� _` - � � V' * {� � � !.f ......................s . �osE� c. MAS?ER�ON • •��N«��• �•f��• d � 641%� Q rjw 'Q •.; Q 4. � � i ��'r -E.6�STEQ:�':t��►', �:.0 i ��.�v-� � � �- � �' t � �'• ' . � J � CITY OF FORT WORTH DEPARTMENT OF ENGINEERING . , , .�, ,,, ,, TO THE PLANS, SPECIFICATIONS AND CONTRACT DOCUMENTS FOR Main 390 D1�-ainage Area Sanitary Sewer System Rehabilitation and Improvements (Group 6, Contract 1), Part 16 � � I] � �� I� I� �� I� I�J � I�I� LeJ � � Unit 1- D.O.E. NO. 2431, Unit 2- D.O:E. NO. 2432, Unit 3- D.O.E. NO. 2512 BID RECEIPT DATE: July 29, 1999 ISSUED: July 21,1999 Prospective bidders are hereby notified of the following: 1. Part B- PROPOSAL - Unit 1, Sheet B1-7; Pay Item No. 25 has changed from 720 LF* to 2098 LF* 4-inch PVC Sanitary Sewer Services (Contractor must complete City Approved Product Form on Page B1-10). Insert attached sheet B1-7 Revised 7/21/99. 2. Part B- PROPOSAL - Unit 1, Sheet B1-8; Pay Item No. 28 has changed from 3731 LF to 5096 LF Trench Safety. Pay Item No. 29 has changed from 55 LF to 196 LF Replace Concrete Curb and Gutter. Pay Item No. 31 has changed from 4265 LF to 4438 LF Permanent Asphalt Pavement Repair per Figure 4. Pay Item No. 32 has changed from 7 SY to 22 SY Concrete Driveway Repair. Insert attached sheet B1-8 Revised 7/21/99. 3. Part B- PROPOSAL - Unit 1, Sheet B1-9; Pay Item No. 33 has changed from 24 SF to 420 SF Concrete Sidewalk Repair. Pay Item No. 34 has changed from 513 LF to 898 LF Sodding. Pay Item No. 35 has changed from 257 LF to 384 LF 6" Topsoil. Add Pay Item No. 37 1103 LF Permanent Pavement Repair per Figure 2. Insert attached sheet B1-9 Revised 7/21/99. Note, the City of Fort Worth cored streets to determine the thickness and material of the existing pavement. From these cores, it was discovered Chicago Ave. has a 6-inch concrete base with a 2.75-inch HMAC overlay from Panola Ave. to East Lancaster Ave. 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 10 and 11. Figure 2 is attached to the addendum. 4. Part B- PROPOSAL - Unit 2, Sheet B2-4; Pay Item No. 14 has changed from 640 LF* to 1894 LF* 4-inch PVC Sanitary Sewer Services (Contractor must complete City Approved Product Form on Page B2-8). Insert attached sheet B2-4 Revised 7/21/1999. 1\FIWOR7}MR07ECTS1202\9T97106WDhN'en 16Addrndum l.da � 0 5. Part B- PROPOSAL - Unit 2, Sheet B2-5; Pay Item No. 19 has changed from 2260 LF to 3354 LF Trench Safety. Pay Item No. 20 has changed from 3213 LF to 4106 LF Permanent Asphalt Repair per Figure 4. Insert attached sheet B2-5 Revised 7/21 /1999. � 6. Part B- PROPOSAL - Unit 2, Sheet B2-6; Pay Item No. 24 has changed from 6 SY to 20 SY Concrete Driveway Repair. Pay Item No. 25 has changed from 578 LF to 1085 LF Sodding. Pay Item No. 26 has changed from 192 SY to 358 SY 6" Topsoil. Insert attached sheet B2-6 Revised 7/21/1999. +�� 7. Part B- PROPOSAL - Unit 2, Sheet B2-7; Add Pay Item No. 29 219 LF Replace Concrete Curb and Gutter. Add Pay Item No. 30 414 SF Concrete Sidewalk Repair. � Insert attached sheet B2-7 Revised 7/21/1999. 8. Part B- PROPOSAL - Unit 3, Sheet B3-5; Pay Item No. 20 has changed from 345 '`' LF* to 1876 LF* 4-inch PVC Sanitary Sewer Services (Contractor must complete City Approved Product Form on Page B3-9). Insert attached sheet B3-5 Revised 7/21 /99. �, 9. Part B- PROPOSAL - Unit 3, Sheet B3-6; Pay Item No. 23 has changed from 2070 LF to 3155 LF Trench Safety. Pay Item No. 24 has changed from 25 LF to 154 LF � Replace Concrete Curb and Gutter. Pay Item No. 25 has changed from 1963 LF to � 2618 LF Permanent Asphalt Repair per Figure 4. Insert attached sheet B3-6 Revised 7/21 /99. � 10. Part B- PROPOSAL - Unit 3, Sheet B3-7; Pay Item No. 27 has changed from 192 LF to 252 LF Hydro-Mulch Seeding. Pay Item No. 28 has changed from 174 LF to � 1180 LF Sodding. Pay Item No. 29 has changed from 124 SY to 468 SY 6" TopsoiL Insert attached sheet B3-7 Revised 7/21/99. r�. 1 l. Part B- PROPOSAL - Unit 3, Sheet B3-8; Add Pay Item No. 33 188 SF Concrete Sidewalk Repair. Add Pay Item No. 34 28 SY Concrete Driveway Repair. Insert attached sheet B3-8 Revised 7/21/99. 12. 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. �' � J Failure to return a signed copy of the addendum with the proposal shall be grounds for rendering the bid non-responsive. A signed copy of this addendum shall be placed into the proposal at the time of bid submittal. RECEIPT ACKNOWLEDGED: A. Douglas Rademaker, P.E., Director ; � ..�-, . By:� �� By: �� r'2 � � � v l� �' �v �,�Rick Trice, P.E., Manager Consultant Services \�FIWOR"IH�PRO.�CTS�202\9T971064�AA1Pen Ib Addendwn l.doc � �.. LI CITY OF FORT WORTH DEPARTMENT OF ENGINEERING ADDENDUM NO. 2 �- TO THE PLANS, SPECIFICATIONS AND CONTRACT DOCUMENTS FOR Main 390 Drainage Area Sanitary Sewer System Rehabilitation and Improvements (Group 6, Contract 1), Part 16 � Unit 1- D.O.E. NO. 2431, Unit 2- D.O.E. NO. 2432, Unit 3- D.O.E. NO. 2512 BID RECEIPT DATE: August 5, 1999 f,�r � � �, ISSUED: July 28, 1999 Prospective bidders are hereby notified of the following: 1. Part B-PROPOSAL- Unit 2, Page B2-7;Pay Item No. 29 has changed from 219 LF to 229 LF. Insert attached sheet B2-7 Revised 7/28/99. 2. Sealed proposals for the above project were to be received on Thursday, July 29, 1999, this bid opening has been delayed one week and will be received at the Purchasing Office until 1:30 PM, Thursday. AuQust 5. 1999 and then publicly opened and read aloud at 2:00 PM in the Council Chambers. 3. 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 ei�ect. 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: (on5 S o o � f�1 Rick Trice, P.E., Manager Consultant Services 1 � ..1�2�9i�0,�OTM.Mrt �6,W�A� idoc Y � � � � �a � r"' .� CITY OF FORT WORTH DEPARTMENT OF ENGINEERING ADDENDUM NO. 3 TO THE PLANS, SPECIFICATIONS AND CONTRACT DOCUMENTS FOR Main 390 Drainage Area Sanitary Sewer System Rehabilitation and Improvements (Group 6, Contract 1), Part 16 Unit 1- D.O.E. NO. 2431, Unit 2- D.O.E. NO. 2432, Unit 3- D.O.E. NO. 2512 BID RECEIPT DATE: August 19, 1999 ISSUED: August 3, 1999 Prospective bidders are hereby notified of the following: 1. Sealed proposals for the above project were to be received on Thursday, August 5, 1999, this bid opening has been delayed one week and will be received at the Purchasing Office until 1:30 PM, Thursdav, Au�ust 19, 1999 and then publicly opened and read aloud at 2:00 PM in the Council Chambers. 2. 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. �� 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: , ; Byj _ � A. Douglas Rademaker, P.E., Director � By: �l1/1� � o u g � Rick Trice, P.E., Manager Consultant Services � � ' � \1FIWORi7MROlEC7S120219T9711MNDFNen 16 Adladum 3.Joc � �, _, � � CITY OF FORT WORTH DEPARTMENT OF ENGINEERING ADDENDUM NO. 4 r TO THE PLANS, SPECIFICATIONS AND CONTRACT DOCUMENTS FOR Main 390 Drainage Area Sanitary Sewer System Rehabilitation and Improvements (Group 6, Contract 1), Part 16 r... Unit 1- D.O.E. NO. 2431, Unit Z- D.O.E. NO. 2432, Unit 3- D.O.E. NO. 2512 ORIGINAL BID RECEIPT DATE: July 29, 1999 REVISED BID RECEIPT DATE: August 26, 1999 �,: �. � �... L� ISSUED: August 13, 1999 Prospective bidders are hereby notified ofthe following: 1. Sealed proposals for the above project were to be received on Thursday, August 19, 1999, this bid opening has been delayed one week and will be received at the Purchasing Office until 1:30 PM, Thursday. Au�.ust 26, 1999 and then publicly opened and read aloud at 2:00 PM in the Council Chambers. 2. Revise NOTICE TO BIDDERS and COMPREHENSIVE NOTICE TO BIDDERS to reflect addition of paving quantities to unit 2. Replace the existing sheets with the revised sheets in your specification book. 3. The revised M/WBE goal for Unit 2 is 27%. Please replace the attached M/WBE pages for Unit 2 into your specification book. 4. Revised proposal for Unit 2, consisting of Section A: Sewer Improvements, Section B: Water Line Improvements is attached. Replace the existing Unit 2 Proposal in its �_ entirety with the revised proposal. � 5. Attached is a B summary sheet for the project. Please insert this sheet at the end of the proposal section for Unit 3. �. 6. Replace Part DA Additional Special Conditions, in it's entirety with the attached revised Part DA in your spec. book. The revision includes the addition of the pavement replacement sections. � L�. r Y.,. 7. Insert into the specification book appendix the attached Laboratory results for test hole information. 8. Replace the cover sheet, sheet 2 and 24 with the attached revised sheets. 9. Insert sheet 25A(overall water layout), and 25B(overall paving layout) to the set of plans. Y.�10S�97�97106�ADM�PN l6 Addmdm �.dnc u �10. Revised sewer sheets 34R,35R &36R to reflect Lateral 1611A connection into Lateral 1611. (attached) and revised pavement repair requirements. �� 11. Insert Water plan sheets 36A1 and 36A2 to the set of plans. (attached) �' 12. Insert Paving plan sheets 36B l, 36B2 and 36B3 to the set of plans. (attached) 13. Insert Cross section sheets 36C1 thru 36C8 to the set of plans. (attached) � 14. All the above documents will be available for pick-up at the DOE front desk by 9:00 AM Friday August 13, 1999. � 15. 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. � Failure to return a signed copy of the addendum with the proposal shall be grounds for rendering � the bid non-responsive. A signed copy of this addendum shall be placed into the proposal at the , . time of bid submittal. RECEIPT ACKNOWLEDGED: A. Douglas Rademaker, P.E., Director � a / "/i�J S�� O �j By;/ By' ` �� ' � Rick Trice, P.E., Manager Consultant Services �,{ 1 � � ' 1 1 � e:voz�mimioa�wemr.�ic�mmama.mo . � . .�- � CITY OF FORT WORTH � DEPARTMENT OF ENGINEERING ADDENDUM NO. 5 �, TO THE PLANS, SPECIFICATIONS AND CONTRACT DOCUMENTS FOR Main 390 Drainage Area Sanitary Sewer System Rehabilitation and Improvements (Group 6, Contract 1), Part 16 � Unit 1- D.O.E. NO. 2431, Unit 2- D.O.E. NO. 2432, Unit 3- D.O.E. NO. 251� � ORIGINAL BID RECEIPT DATE: July 29,1999 REVISED BID RECEIPT DATE: August 26,1999 � ISSIJED: August 16,1999 Prospective bidders are hereby notified of the following: � 1. Delete item D-11 Indemnification in its entirety from Part D— Special Conditions. � 2. Bidders shall complete the summary of bid sheet which is attached to addendum No. 4. Bids will be read from this sheet on the bid opening date. � 3. All other provisions of the plans, specifications and contract documents for the project which aze not expressly amended herein shall remain in full force and effect. �'" Failure to return a signed copy of the addendum with the proposal shall be grounds for rendering , the bid non-responsive. A signed copy of this addendum shall be placed into the proposal at the � time of bid submittal. � RECEIPT ACKNOWLEDGED: A. Douglas Ra.demaker, P.E., Director � \ / OA ��o��l� �" By: ; By: � � �.. ,�n � Rick Trice, P.E., Manager Consultant Services ' 1 � C:1WQmOW8�7FAffVP�M1 161.dx � a a � � � 0 .0 a u � � � � � � �a � � � SPECIFICATIONS & • CONTRACT DOCUMENTS FOR MAIN 390 DRAINAGE AREA SANITARY SEWER SYSTEM REHABILITATION AND IMPROVEMENTS (GROUP 6, CONTRACT 1), PART 16 PROJECT NO. PS46-070460410280 � Unit 1- DOE No. 2431 Unit 2- DOE No. 2432 Unit 3- DOE No. 2512 IN THE CITY OF FORT WORTH, TEXAS 1999 KENNETH BARR MAYOR BOB TERRELL CITY MANAGER HUGO MALANGA, P.E. DiRECTOR OF TRANSPORTATION AND PUBLIC WORKS DEPARTMENT LEE C. BRADLEY, JR., P.E. DIRECTOR OF WATER DEPARTMENT A. DOUGLA5 RADEMAKER, P.E. DIRECTOR OF ENGINEERING DEPARTMENT Prepared by: TranSystems Corporation Consultants 500 West Seventh St., Suite 600 Fort Worth, Texas 76102 1. v • �' 1 � / � � .. � a a � � I � � � � 1 � I I � � � � � � TABLE OF CON�'ENTS Part A- Notice to Bidders Special Instructions to Bidders (Water Deparkment) City of Fort Worth Minority/Women Business Enterprise Policy Part B- Unit 1 Proposal City of Fort Worth Minority/Women Business Enterprise Policy Part B- Unit 2 Proposal City of Fort Worth Minority/Women Business Enterprise Policy Part B- Unit 3 Proposal Part C - General Conditions Part D - Special Conditions Part DA - Additional Special Conditions Certificate of Insurance Part F- Bonds (City of Fort Worth) 0 Performance Bond 0 Payment Bond 0 Maintenance Bond Part G- Contract (City of Fort Worth) • Appendix A- State Revolving Fund Requirements Appendix B - Easement Appendix C IIFTfY0R7HIPROJECTS12021971971061ADMISPEL1Subbasin L197106-TGdoc � TC-1 a 0 a 0 0 a a a a 0 d �� 0 o� 0 0 o� Q 0 Part A- Notice to Bidders �t ' , ' � � � � NOTICE TO BIDDERS Sealed proposals for the following For: � Main 390 Drainage Area Sanitary Sewer Rehabilitation and Improvements (Group 6, Contract 1), Part 16, Units 1, 2, and 3 Sewer Project No. PS46-070460410280 � � Unit 1(DOE No. 2431) 17 EA Manholes 1397 LF 10-inch PVC pipe by open cut � , 2847 LF 8-inch PVC pipe by open cut 275 LF 8-inch D.I.P. by open cut 80 LF 10-inch D.I.P. by open cut � 376 LF 6-inch to S-inch sewer by pipe enlargement 188 LF 8-inch D.I.P. by other than open cut � � �� .� I] L#J Unit 2 (DOE No. 2432) 10 EA Manholes 355 LF 6-inch to 8-inch sewer by pipe enlargement 3424 LF 8-inch PVC pipe by open cut 98 LF 8-inch D.I.P. by open cut 30 LF 6-inch PVC pipe by open cut 1�50 LF S-inch PVC Water line 3 EA 8-incb gate valve 21 EA Class A meter box 3366 SY 8-inch Pulverization 3366 SY 2-inch HMAC surface course 64 TON Cement stabilization subgrade � Unit 3 (DOE No.2512) � 31 EA Manholes 4777 LF 6-inch to 8-inch sewer by pipe enlargement ' 2166 LF 8-inch PVC pipe by open cut � 35 LF 8-inch D.I.P. by open cut 69 LF 6-inch PVC pipe by open cut I� I�J L�J � �J Addressed to Mr. Bob Terrell, City Manager for the City of Fort Workh, Texas, will be received at the Purchasing Office until 1:30 PM, Thursdav, Au�ust 26, 1999 and then publicly opened and read aloud at 2:00 PM in the Council Chambers. Plans for this project may be obtained at the office of the Department of Engineering, Municipal Office Building, 1000 Throckmorton Street, Fort Worth, Texas. One set of plans and documents will be provided for a deposit of 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 basis for fifly dollars ($50.00) per set. � C: I WINDOWSITEMPI97106-NB.doc NB-1 Revised 8/12/99 �r ' '' , � � � � � I 1 I � 1 � � � � � � � � NOTICE TO BIDDERS A pre-bid conference will not be helda Bidders shall not separate, detach or remove any portion, segment or sheets from the contract document at any time. Bidders must submit the complete specifications book or risk rejection of bid. The improvements included in this project must be performed by a contractor who is pre-qualified by the Water Department at the time of bid opening. The procedures for pre-qualification are outlined in the "Special Instructions to Bidders (Water Department)". . For additional information concerning this project, please contact Mike I}omenech, P.E.,. Project Manager, at 332-5474 ext. 39 or Joseph C. Masterson, P.E. at 339-8950. ; � Advertising Dates: Julv 1, 1999 Julv 8, 1999 Fort Worth, Texas C: I WINDOWSI TEMP I97106-NB. doc N B-2 Revised 8/12/99 s B � �` i � l�l '� I� � II� I� I� �� J PART A- COMPREHENSIVE NOTICE TO BIDDERS Sealed proposals for the following: For: Main 390 Drainage Area Sanitary Sewer System Rehabilitation and Improvements (Group 6, Contract 1), Part 16, Units 1, 2, and 3 Sewer Project No. PS46-070460410280 Addressed to Mr. Bob Terrell, City Manager of the City of Fort Worth, Texas, will be received at the Purchasing Office until 1:30 P.M., Thursdav, Au�ust 26, 1999, and then publicly opened and read aloud at Z:00 P.M. in the Council Chambers. Plans for this project may be obtained at the office of the Department of Engineering, Municipal Office Building, 1000 Throckmorton Street, Fort Worth, Texas. One set of plans and documents will be provided for a deposit of 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 basis 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 prevailing wage rates and City Ordinance No.� 7278, as amended by City Ordinance No. 7400, Fort Worth City Code Sections 13-A-21 through 13-A- 29), prohibiting discrimination in employment practices. � A pre-bid conference will not be held. The major work on the above project shall consist of the following: Unit 1(DOE No. 2431) 17 EA Manholes 1397 LF 10-inch PVC pipe by open cut 2847 LF 8-inch PVC pipe by open cut 275 LF 8-inch D.I.P. by open cut 80 LF 10-inch D.I.P. by open cut 376 LF 6-inch to 8-inch sewer by pipe enlargement 188 LF 8-inch by other than open cut ' Unit 2 (DOE No. 2432) � 10 EA Manholes 355 LF 6-inch to S-inch sewer by pipe enlargement 3424 LF 8-inch PVC pipe by open cut � 98 LF 8-inch D.I.P. by open cut 30 LF 6-inch PVC pipe by open cut � 1250 LF 8-inch PVC Water line 3 EA 8-inch gate valve 21 EA Class A meter box � 3366 SY 8-inch Pulverization 3366 SY 2-inch HMAC surface course 64 TON Cement stabilization subgrade � C:IWINDOWSITEMP197106-N82.doc N B-1 � Revised 8/12/99 I•, C i� � L�■J u � l•J � L�J C LJ � �� PART A- COMPREHENSIVE NOTICE TO BIDDERS Unit 3 (DOE No.2512 ) , 31 EA Manholes 4777 LF 6-inch to 8-inch sewer by pipe enlargement 2166 LF 8-inch PVC pipe by open cut 35 LF 8-inch D.I.P. by open cut 69 LF 6-inch PVC pipe by open cut 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 construction as outlined in the Plans and Specifications. The improvements included in this project must be performed by a contractor who is . pre-qualified by the Water Department at the time of bid opening. The procedures for pre-qualification are outlined in the "Special Instructions to Bidders (Water Department)". , The City reserves the right to reject any and/or all bids and waive any and/or all formalities. �AWARD OF CONTRACT: No bid may be withdrawn until the expiration of forty-nine (49) days from the date the MBE/WBE UTILIZATION FORM, PRIME CONTRACTOR WAI�ER FORM and/or the GOOD FAITH EFFORT FORM ("Documentation") as appropriate is received by the City. The award of contract, if made, will be within forty-nine (49) days after this documentation is received, but in no case will the award be made until all the necessary investigations are made as to the responsibility of the bidder to whom it is proposed to award the contract. � � Bidders are responsible for obtaining all addenda to the contract documents and acknowledging receipt of the addenda by initialing the appropriate spaces on the PROPOSAL form. Bids that do not acknowledge receipt of all addenda may be rejected as being non-responsive. Information regarding the status of addenda may be obtained by contacting the Department of Engineering at (817) 871-7910. This document is designed as three (3) separate contract documents and shall not be construed as being a single contract. The Proposal Sections are provided as three (3) individual M/WBE specifications and are arranged in units to allow respective bidders to submit bids on one unit, some of the units, or all the units. Award of contract, if made, shall be to the responsive low bidder for each individual unit. If a contractor is the responsive low bidder on two units or more then such units will be combined into a combined project with one single contract award. � Construction time on all units will run concurrently. For the situations involving approved contracts with multiple units, the construction completion time for all the units shall be the same as the unit with the longest construction period within such contracts. LJ � � � Any contract or contracts awarded under this Notice to Bidders are expected to be funded in part by a loan from the Texas Water Development Board. Neither the State of Texas nor any of its departments, agencies, or employees are or will be a party to this Notice to Bidders or any resulting contract. The contract(s) is subject to regulations contained in 31 TAC Chapter 363 in effect on the date this contract is executed. � C:IW/NDOWSITEMP197106-NB2.doc N B-2 Revised 8/12/99 �r . f � PART A- COMPREHENSIVE NOTICE TO BIDDERS _ Bidders shall not separate, detach or remove any portion, segment or sheets from the contract adocument at any time. Bidders shall submit complete specifications book or risk rejection of bid. � In accord with the City of Fort Worth Ordinance, No. 11923, as amended by Ordinance 13471, the City of Fort Worth has goals for the participation of Disadvantaged Enterprise in City � contracts. A copy of the Ordinance can be obtained from the Office of the City Secretary. The Bidder shall submit the MBE/WBE UTILIZATION FORM, PRIME CONTRACTOR WAIVER � FORM and/or the GOOD FAITH EFFORT FORM ("Documentation") as appropriate. The documentation must be received by the contracting department no later than � 5:00 PM, five (5) City business days after the bid opening date. The bidder shall obtain a receipt from the � a appropriate employee of the contracting department to whom the delivery �was made. Such receipt shall be evidence that Documentation was received by the City. QThe Managing Department for this project is the Department of Engineering. For additional information concerning this project, please contact Mr. Mike Domenech, P.E., Project . � Manager, at (817) 332-5474 ext. 39 or Joseph C. Masterson at (817)339-8950. � Bob Terrell � City Manager Gloria Pearson � City Secretary A. Douglas Rademaker, P.E:, Director � Department of Engineering B : Io�� S�J ��ti � y � Rick Trice, P.E. Manager, Consultant Services � Advertising Dates: Julv 1. 1999 Julv 8. 1999 � Fort Wo'rth, Texas � � � C:IWINDOWSITEMP197106-N82.ddc N B-3 � Revised 8/12/99 II � � 1 � � � � I � � M � � I 1 � � f 0 0 Special Instructions to Bidders (Water Department) � � � `� L�J � LeJ � � � I� � � I,,� '�J J � a � SPECIAL INSTRUCTION TO BIDDERS (WATER DEPARTMENT) 1. PREOiJALIFICATIpN REOUIREMENT: All contractors submitting bids are required to be prequalified by the Fort Worth Water Department prior to submitting bids. This Prequalification Process will establish a bid limit based on a technical � evaluation and financial analysis of the contractor. It is the bidder's responsibility to submit the . following documentation: a current financial statement, an acceptable experience record, an acceptable equipment schedule and any other documents the Department may deem necessary, to the Director of the Water Department at least seven (7) calendar days prior to the date of the opening of bids. (a) The financial statement required shall have been prepared by an independent certified public accountant or an independent public accountant holding a valid permit issued by an appropriate State licensing agency and shall have been so prepared as to reflect the financial status of the submitting compariy. This statement must be current and not more than one (1) year old. In the case that a bidding date falls within the time a new statement is being prepared, the previous statement shall be updated by proper verification. (b) For an experience record to be considered to be acceptable for a given project, it must reflect the experience of the fum seeking qualification in work of both the same nature and technical level as that of the project for which bids are to be received. (c) The Director of the Wate acceptability for financial Department project. (d) (e) �� r Department shall be the sole judge as to the qualification to bid on any Fort Worth Water Bids received in excess of the bid limit shall be considered non-responsive and will be rejected as such. The City, in its sole discretion, may reject any bid for failure to demonstrate experience and/or expertise. � An� proposals submitted by a non-prequalified bidder shall be returned unopened, and if inadvertently opened, shall not be considered. (g) The City will attempt to notify prospective bidders whose qualifications (financial or experience) are not deemed to be appropriate to the nature and/or magnitude of the project on which bids are to be received. Failure to notify shall not be a waiver of any necessary prequalification. �� i I � � 2. BID-SECiTRITY: A cashier's check or acceptable bidder's bond payable to the City of Fort Worth in an amount of not less than five percent (5 %) of the largest possible total of the bid submitted must accompany the bid, and is subject to forfeiture in the event the successful bidder fails to execute the Contract Documents within (10) days after the contract has been awarded. To be an acceptable surety on the bond, (1) the name of the surety shall be included on the cunent U.S. Treasury, or (2) th'e surety must have capital and surplus equal to ten times the limit of the bond. The �surety must be licensed to do business in the State of Texas. The amount of the bond shall not exceed the amount shown on the Treasury list or one-tenth (1/10) the total capital and surplus. 3. 4. BONDS: A performance bond, a payment. bond and a maintenance bond each for one hundred {100%) percent of the contract price will be required, Reference C 3-3.7. WAGE R.ATES: Not less than the prevailing wage rates established by the City of Fort Worth, Texas and as set forth in the contract documents must be paid on this project. 5. AMBIGTTITY: In the case of ambiguity or lack of clearness in stating prices in the Proposal the City reserves the right to adopt the most advantageous construction thereof to the City or to rej ect the Proposal. 6. BIDDER LICENSE: Bidder must be a licensed Contractor in the State of Texas. 7. NONRESIDENT BIDDERS: Pursuant to Article 601g, Texas Revised Civil Statutes, the City . of Fort Worth will not award this contrac to a nonresident bidder unless the nonresident's bid is lower than the lowest bid sub itted by a responsible Texas resident bidder by the same amount that a Texas resident bidder would be required to underbid a nonresident bidder to obtain a comparable contract in the State in which the nonresident's principal place of business is located. 'Nonresident bidder' means a bidder whose principal place of business is not in the State � of Texas, but excludes a contractor whose ultimate�parent company or majority owner has its principal place of business in the State of Texas L!J This provision does not apply if this contract involves Federal funds. � � The appropriate blanks of the Proposal must be filled out by all nonresident bidders in order for the bid to meet specifications. The failure of a nonresident contractor to do so will automatically disqualify that bidder. �� L C' I�I 8. PAYMENT: If the contract amount is $25,000 or less, the contract amount shall be paid within forty-five (45) calendar days after completion and acceptance by the City. 9. AGE: In accordance with the policy ("Policy") of the Executive Branch of the Federal Government, Contractor covenants that neither it, nor any of its officers, members, agents, employees, program participants or subcontractors while engaged in performing ,�►� � � � ��l J �'� � � �� J C' u � !J � C L■JI this contract, shall, in connection with the employment, advancement or discharge of employees in connection with the terms, conditions or privileges of their employment, discriminate against persons because of their age except on the basis of a bona fide occupational qualification, retirement plan, or statutory requirement. Contractor further covenants that neither it nor its officers, meinbers,- agents, employees, subcontractors, program participants, or persons acting on their behalf, shall specify, in .solicitations or advertisements for employees to work on this contract, a maximum age limit for such employment unless the specified maximum age limit is based upon a bona fide occupational qualification, retirement plan or statutory requirements. Contractor warrants it will fully comply with the policy and will defend, indemnify and hold City harmless against any claims or allegations asserted by third parties or subcontractors and/or its subcontractors' alleged failure to comply with the above referenced Policy conceming age discrimination in the performance of this agreement. 10. DISABILITY: In accordance with the provisions of the Americans With Disabilities Act of 1990 ('ADA'), Contractor warrants that it and any and all of its subcontractors will not unlawfully discriminate on; the basis of disability in the provision of services to the general public, nor in the availability, terms and/or conditions of employment for applicants for employment with or employees of Contractor or any of its subcontractors. Contractor warrants it will fully comply with the ADFA's provisions and any other � applicable Federal, State and local laws concerning disability and will defend, indemrufy and hold City harmless against any claims or allegations asserted by third parties or � subcontractors against City arising out of contractor's and/or its subcontractors' alleged failure to comply with the above referenced Policy concerning age discrimination in the performance of this agreement. 11. MINORITY AND WOMEN BI7$INESS ENTERPRISES.: In accordance with the City of Fort Worth Ordinance No. 11923 the City of Fort Worth has goals for the participation of minority business enterprises and women business enterprises in City contracts. A copy of the Ordinance can be obtained from the Office of the City Secretary. For a bid to be considered responsive the bidder shall submit the MBE/WBE UTILIZATION FORM, PRIME CONTRACTOR WAIVER FROM and/or the GOOD FAITH EFFORT FORM ("Documentation") as appropriate. The documentation must be received no later than 5:00 PM, five (5) City business days after the bid opening date. The bidder shall obtain a receipt from the appropriate employee of the managing department to whom delivery was made. Such receipt shall be evidence that the documentation was received by the City. Failure to comply shall render the bid nonresponsive. Upon request, Contractor agrees to provide the Owner complete and accurate information � regarding actual work performed by a Minority Business Enterprise (MBE and/or, a Women Business Enterprise (WBE) on the contract and payment thereof. Contractor further agrees to permit any audit 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 � -3- � � misrepresentation of facts other than a negligent misre resentation and/or the � P ) � 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 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. � � � Revised 9/24/97 � � � � � � � . D� � � � � d � . 0 . a . � o � —4— � .� � �w/ ' ' � s_ ", �� 0 � City of Fort Worth Minority/Women F Business Enterprise Policy (Unit 2) 0 � � �. � � � 0 � 1� VlCI�,�� 5 �_ , � �-. .. . � Main 390 Drainage Area Sanitary Sewer System Rehabilitation and Improvements (Group 6, Contract 1), Part 16, Unit 2 City of Fort Worth Minority and Women Business Enterprise Specifications SPECIAL INSTRUCTIONS FOR BIDDERS �. � �.,.. �. �� ... r � ., r L � APPLICATION OF POLICY �If the total dollar value of the contract is $25,000 or more, the M/WBE goal is applicable. If the total dollar� value of the contract is less than $25,000, the M/V1IBE goal is not applicable. POLICY STATEMENT � It is the policy of the City of Fort Worth to ensure the full and equitable participation by Minority/Women Business Enterprises (M/WBE) in the procurement of all goods and services to the City on a contractual basis. The objective of the Policy is to increase the use of M/WBE firms to a level comparable to the availability of M/WBEs that provide goods and services directly or indirectly to the City. M/WBE PROJECT GOALS The City's MBE/VVBE goal on this project is 27 % 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 with.the intent of the City's M/WBE Ordinance by either of the following: 1. Meet or exceed the above stated M/VNBE goal, or; 2. Good Faith Effort documentation, or; 3. Waiver documentation. SUBMITTAL OF REQUIRED DOCUMENTATION The applicable documents must be received by the Managing Department, within the following times allocated, in order for the entire bid to be considered responsive to the specifications. 1. M/WBE Utilization Form: 2. Prime Contractor Waiver Form 3. Good Faith Effort Form: received by 5:00 p.m., five (5) City business days after the bid opening date, exclusive of the bid opening date. received by 5:00 p.m., five (5) City business days after the bid opening date, exclusive of the bid opening date. received by 5:00 p.m., five (5) City business days after the bid opening date, exclusive of the bid opening date. FAILURE TO COMPLY WITH THE CITY'S MNVBE ORDINANCE, WILL RESULT IN THE BID BEING ' � CONSIDERED NON-RESPONSIVE TO SPECIFICATIONS. Any questions, please contact the M/VNBE Office at (817) 871-6104. . Main 390 Drainage Area Sanitary Sewer System Rehabilitation and Improvements (Group 6, Contract 1), Part 16, Unit 2 Ciyt of Fort Worth Minority and Women Business Enterprise Specifications MBE/WBE UTILIZATION � J. D. VICRERS, INC. PRIME COMPANY NAME Main 390 Sewer Rehab. Imn. (Groua 6. Contract 11, Part 16, Unit 2 PROJECT NAME I CITY'S M/1VBE PROJECT GOAL: 27 °/a AUGQST 26, 1999 BID DATE PW53-060530175010 PS46-070460410280 PROJECT NUMBER M/�VBE PERCENTAGE ACHIEVED: ATTACHMENT 1A Page 1 of 2 Failure to complete this form, in its entirety with supporting documentation, and received by the Managing Department on or before 5:00 p.m. five (5) City business days after bid opening, exclusive of bid opening date, will result in the bid being considered non-responsive to bid specifications. The undersigned bidder agrees to enter into a formal agreement with the MBE and/or WBE firms for work listed in this schedule, conditioned upon execution of a contract with the City of Fort Worth. The intentional and/or knowing misrepresentation of facts is grounds for consideration of disqualification and will result in the bid being considered non-responsive to specifications. , Company Name, Contact Name, Certified Address, and Telephone No. r LARRY RAMBO TRIICRING 501 ALLISON �"" FORT WORTH, TE%AS 76140 M. _ _ _ _ _ _ *.. LARRY RAMBO (817) 551-6539 COi�iTOWN TRAFF'IC CONTROL _ _. __.. . 2724 BRYAN AVENUE FORT WORTH, TE%AS 76104 `� ROOSEVELT BIIR.RFi.T �, (817) 924-4524 CHICKASAW CONSTRUCTION . __. . _ P. O. BO% 356 PARADISE, TE%AS 76073 _ _ RO�E HANBY _ _ _._ _ _. (817) 433-3007 N TXDOT C (Hvuyr. T Div.) R C A R % % Specify All Contracting Specify All Items to Specify Dollar Amount � Scope of Work (*) be Supplied(*) Tier("") F[JRNISH SAND AND SAND AND HAIIL HADL TRIICKS TRIICKS F[JRNISH BARRICADES BARR.ICADES F[TRNISH PAVII�NT PAVING MATERIAL i REPAIR AND LABOR 1 $32,400.00 1 $4,000.00 1 $138,675.00 � M/WBEs must be located in the 9(nine) county marketplace or currently doing business in the marketplace at the time of bid. , 4 .. � I(R) Specify all areas in which MWBE's are to be utilized and/or items to be supplied: � () A complete listing of items to be supplied is required in order to receive credit toward the M/WBE goal. (**) Identify each Tier level. Tier: Means the level of subcontracting below the prime contractor/consultant, i.e., a direct payment from the prime contractor to a subcontractor is considered 1't tier, a payment by a subcontractor to its supplier is considered 2nd tier. , �.� THIS FORM MUST BE RECEIVED BY THE MANAGING DEPARTMENT BY 5:00 p.m., FIVE (5) CITY BUSINESS DAYS AFTER BID OPENING, EXCLUSIVE OF THE BID OPENING DATE Rev. 612/98 Pages 1 and 2 of Attachment 1A must be received by the Managing Department Main 390 Drainage Area Sanitary Sewer System Rehabilitation and Improvements (Group 6, Contract 1), Part 16, Unit 2 R city of Fort wortn Minority and Women Business Enterprise Specifications MBE/WBE UTILIZATION Compa�y Name, Contact Name, Certified Specify All Contracting Specify All Items to Specify Address, and Telephone No. Scope of Work (") be Supplied(") Tier(�") ._. � r� L�. _ � �,.,, � � .�. N TX C D T O R T C (Hwy A Div.) ATTACHMENT 1A Page 2 of 2 Dollar Amount ��.: y'�':, The bidder further agrees to provide, directly to the City upon request, complete and accurate information regarding r� actual work performed by all subcontractors, including MBE(s) and/or WBE(s) arrangements submitted with this bid. The bidder also agrees to allow an audit and/or examination of any books, records and files held by their company that will substantiate the actual work performed by the MBE(s) and/or WBE(s) on this contract, by an authorized officer or employee of the City. Any intentional and/or knowing misrepresentation of facts will be grounds for terminating the contract or debarment from City work for a period of not less than three (3) years and for initiating action under Federal, �- State or Local laws concerning false statements. Any failure to comply with this ordinance and creates a material breach of contract may result in a determination of an irresponsible offer or and barred from participating in City work *' for a period of time not less than one (1) year. � ALL�OIBEs WBEs MUST BE CERTIFIED BY THE CITY BEFORE CONTRACT AWARD � , � J. D. VICRERS � du rize ig atur �� Printed Signature PRESIDENT Title Contact Name and Title (if different) J. D. VICRERS, INC. (817) 923-1581 Company Name Telephone Number (s) � P O BO% 11351 (817) 923-0047 Address Fax Number FORT WORTH, TE%AS 76110 AII(iUST 26, 1999 City/StatelZip Code Date i.. THIS FORM MUST BE RECEIVED BY THE MANAGING DEPARTMENT BY 5:00 p.m., FIVE (5) CITY BUSINESS DAYS AFTER BID � OPENING, EXCLUSIVE OF THE BID OPENING DATE Rev. 6/2/98 Pages 1 and 2 of Attachment 1A must be received by the Managing Department � a � � � i � � 1 � � 1 � I � � � � a PART B- PROPOSAL - Part 16, Unit 2, Sections A and B TO: BOB TERRELL FROM: (Bidder's Name) CITY MANAGER J. n. vzc�ts, INC. ', FORT WORTH, TEXAS P O BO% 11351, FORT WORTH, T�s 76110 (Address) For: Main 390 Drainage Area Sanitary Sewer System Rehabilitation and Improvements (Group 6, Contract 1), Part 16, Unit 2, Section A and Section B Pay Item 1. Section A Sewer Project No. PS46-0704604102$0, DOE No. 2432 . Section B Water Project No. PW53-060530175010 Pursuant to the foregoing "Notice to Bidders," the undersigned has thoroughly examinecl the plans, specifications, and the site, understands the amount of work to be done and hereby proposes to do all the work and furnish all labor, equipment, and materials necessary to fully complete the work as provided in the Plans and Specifications, and subject to the inspection and approval of the Director, Department of Engineering of the City of Fort Worth. Upon acceptance of this proposal, the bidder is bound to execute a contract and furnish Performance and Payment Bond approved by the City of Fort Worth for performing and completing the said work within the time stated and for the following sums to-wit: MAIN 390 (GROUP 6, CONTRACT 1), PART 16, Unit 2, Section A SEWER IMPROVEMENTS Spec Approximate Description ofBid Item Prices Unit Tota1 Item Quantity Written in Words Price Price 355 LF** 6" to 8" Sewer Rehabilitation by Pipe $ 95.00 Enlargement Method Ninety Five Dottars & No 2. Cents per LF 98 LF 8-inch D.I.P. by Open Cut, All Depths Forty Seven No Dollazs & Cents per LF ** Contractor must complete City Approved Method Form on Page B2-11. IIF!'IVORTfMROJECTS120219719%J061ADMISPECISubbasAiLl9"l06-PR2.doc BZ-1 Revised 8-12-99 $ 47.00 $ 33,�z5.00 $ 4,606.00 �,+ - 1` ', . . . � MAIN 390 (GROUP 6, CONTRACT 1), PART 16, Unit 2, Section A -- SEWER IMPROVEMENTS Pay Spec Approximate Description of Bid Item Prices Unit Total � Item Item Quantity Written in Words Price Price 3. 3424 LF* 8-inch PVC Pipe by Open Cut; All $ 41.00 $140,384.00 � Depths Forty One pDollars & � � No Cents per LF . 4. 30 LF* 6-inch PVC Sanitary Sewer by Open Cut; $ 35.00 :$ 1,050.00 � All Depths Thirty Five � Dollars & � No Cents per LF 5. 9 EA Construct Standard 4' Diameter Manhole, $ 1, 400 . 00 $.12 , 600 .00 � 0-6' � On.e Thousand Four Hundred , Dollars & � No Cents per EA � 6. 1 EA Construct 4' Diameter Shallow Cone $ 1,500.00 $ 1,500.00 Manhole � One Thousand Five Hundred � Dollazs & No Cents per EA � * Contractor must complete City Approved Product Form on Page B2-11. � � IIF/'if'ORTfiIPRQ/EC7b120219719%1061ADMISPEC�Sabbasin L197106-PR2.doc BZ-2 � Revised 8-12-99 a�� . � MAIN 390 (GROUP 6, CONTRACT 1), PART 16, Unit 2, Section A SEWER IMPROVEMENTS Pay Spec Approximate DescripHon of Bid Item Prices Unit � Item Item QuanHty Written in Words _ Price 7. 6 VF Interior Coat for Sanitaty Sewer Manhole $ 300.00 QThree Hundred � a 8. a� � a : 9. Q : � � 10. �� a: 11. a � � � I.J Dollars & No Cenu per VF 10 EA Watertight Manhole Insert Seventy Five No 10 EA Concrete Collar 1Yao Hundr�d No 10 EA Vacuum Test Manhole One Hundred Fiftv $ 75.00 $ 200.00 $150.00 Dollars & No Cents per EA 5 VF Extra Depth for Standard 4' Diameter $110.00 Sanitary Sewer Manhole One Hundred Ten No IIFIi3'ORTfiIPROJECTS120119i19i1061ADMiSPECISu66ashrLl9i/06-PR1.doc BZ-3 Revised 8-12-99 Dollazs & Cepts per EA Dollars & Cents per EA Dollars & Cents per VF Tota! Price $ 1,800.00 $ 750.00 $ 2,000.00 $1,500.00 $550.00 ' � ' � I� � � � !� � � 1 � � � � � � I MAIN 390 (GROUP 6, CONTRACT 1), PART 16, Unit 2, Section A SEWER IMPROVEMENTS Pay Spec Approximate DescripHon of Bid Item Prices Unit Item Item QuanHty Written.in Words Price 12. 74 EA 4-inch Sanitary Sewer Service Tap for $ 400.00 � PVC Four Hundred 13. ; 7 Dollars & No Cents per EA EA 4-inch Sanitary Sewer Service Tap for Pipe Enlargement Nine Hundred Dollazs & .� N� Cents per EA 14. 1894 LF* 4-inch PVC Sanitary Sewer Services � Twenty Two 15. 1 Dollars & NO Cents per LF EA Cut and Plug Existing Sewer Line Five Hundred t Dollars & � No Cents per EA * Contractor must complete City Approved Product Form on Page B2-11. IIF/WORTHIPROJECTSI20119719%1061ADMiSPECISnbbasinLl9�106-PR2.doc BZ-'�i Revised 8-12-99 $ 900.00 $ 22.00 $ 500.00 Total Price $29,600.00 $ 6,300.00 $ 41,668.00 $ 500.00 Q', � � � O � � O � a � � � a � � � � � a MAIN 390 (GROUP 6, CONTRACT 1), PART 16, Unit 2, Section A SEWER IMPROVEMENTS - Pay Spec Approximate DescripHon of�id Item Prices Unit rl'otal Item Item Quantity Written in Words Price Price 16. 1205 LF Pre-construction cleaning and Television $ 4.00 $ 4,820.00 Inspection . Four 17. Dollars & No �� per LF 3887 LF Post-construction Television Inspection $1,50� One $5,83Q.50 Dollars & Cents per LF a Fif ty 18. 3354 LF Trench Safety . One 19. 0 20. $1.00 ' Dollars & No Cents per LF 2013 LF Permanent Asphalt Repair per Figure 4 $ 36.00 Thirty SiB � ' Dollars & NO Cents per LF 1250 LF Ternporary Pavement Repair per Figure B$ 6.00 Six � Dollars & No Cents per LF $3,354.00 IIFTtii'ORTfMROJEC7S110119i19710644DMISPECISubbashiLl9%l06-PR2.doc BZ-5' Revised 8-12-99 $ 72,468.00 $ 7,500.00 �1 •' 1, •• � ' MAIN 390 (GROUP 6, CONTRACT 1), PART 16, Unit 2, Section A SEWER IMPRO'YEMENTS Pay Spec Approximate Description ol`Bid Item Prices �Jnit 'Total QItem Item Quantity Written in Words Price � Price 21. 8 EA Remove Existing Manhole $ 250.00 $ 2,000.00 � �io Hundred Fif tv � Dollars & No Cents per EA � 22. 1 EA Abandon Existin Manhole' 350.00 350.00 g $ $ � Three Hundred Fifty � � Do11us & _ No Cents per EA � 23. 236 LF ConcreteEncasement $30.00 $7,080.00 � Thirty , Dottazs & � � No Cents per LF � � 24. 6 SY Concrete Driveway Repair $80.00 $480.00 Eighty � Dollars & ' No Cents per SY � i 25. 875 LF Sodding � � $ 7.00 $ 6,125 .00 � Seven � Doilars & No Cenis per LF � � ' . IIF77f'ORTHIPROJEC73120119�1971061ADM1SPECISabbasTnL197106-PR2.doc BZ-6 • aRevised 8-12-99 �' 1� . �. � � a � O � � � � � � � � O ' � LJ � MAIN 390 (GROUP 6, CONTRACT 1), PART 16, Unit 2, Section A SEWER IMPROVEMENTS Pay Spec Approximate Descriprion of Bid Item Prices Unit Item Item Quantity Written in Words Price 26. 192 SY 6" Topsoil �$ 6. o0 s� Dollars & N�D Cents per SY Total _ Price $1,152.00 1 EA Pre-Construction Dehole $ 500.00 $ 500.00 Five Hundred ` Dollars & NO Cents per EA � 80 LF Sag Adjustment for Pipe Enlargement $ 60.00 Sigty � Dollars & NO Cents per LF � 243 SY Remove Existing Sidewallc and Leadwalk $ �-00 � Seven Dollars & No Cents per SY 868 LF Remove Existing Curb and Gutter $ 2-00 Two Dollars & No Cents per LF IIF7WORTHIPROJEC7SI2011971971061ADMISPECISubbasin LI9:106-PR2.doc BZ-% Revised $-12-99 $ 4, 800.00 ' $1,701.00 $1,736.00 � � � ' I � � � f ' I � I � � � � � ' a MAIN 390 (GROUP 6, CONTRACT 1), PART 16, Unit 2, Section A SEWER IMPROVEMENTS � Pay Spec Approximate DescripHon of Bid Item Prices Unit Tota Item Item Quantity Written in Words ___ _ Price Price 31. 190 SY Remove Existing Concrete Driveway $�-00 $1,330.00 Seven No Dollars & Cents per SY 32. 243 SY 4" Reif. Conc.Sidewalk, Leadwalk, and $36.00 Ramps , Thirty Sia No 33 868 LF 7" Curb and 18" Gutter �enty Two No 34. 337 SY 6" Concrete Driveway Fif ty Two No IIF7tiVOR77iIPROJEC73120219%19%l061ADM�SPECISu6bash�LI97106-PRl.doc BZ-g Revised 8-12-99 $ 8,748.00 Dollars & Cents per SY $ 22.00 $ 19,096.00 Dollars & Cents per LF $ 52.00 $ 17,524.00 Dollars & Cenu per SY O � MAIN 390 (GROUP 6, CONTRACT 1), PART 16, Unit 2, Section A � , SEWER IMPROVEMENTS � Pay Spec Approximate DescripHon of Bid Item Prices Unit Total Item Item Quantity Written in Words __ Price _ __ Price � 35. 140 CY $ 7.50 $ 1,050.OQ Unclassified street excavation a Seven Q Dollars & Fifty Cents per CY p $ 750.00 $ 750.00 36. 1 EA Butt Jioint . � Seven Hundred Fifty Dollazs & � No Cents per EA � 2 37. 1683 SY g" pulverization $ 7.50 $12,6 2.50 � Seven � Dollars & , Fifty Cenu per SY � ' . 38. 32 TON Cement Stabilized Subgrade $ 180.00 $ 5,760.00 � • One Hundred Eighty � Dollars & NO Cents per TON � � 39. 1683 SY 3" H.M.A.C. Surface Course $ 7-50 $12,622.50 � Seven � ' Dollars & Fifty Cenu per SY � � IIF/'WOR77iIPROJEC7S120219i19�1061ADMISPECISt�bbarh:Ll9i/06-PRl.doc BZ-9 � Revised 8-12-99 l'�1 � � � � � 1 i � � � i � � � � � � � 0 MAIN 390 (GROUP 6, CONTRACT 1), PART 16, Unit 2, Section A SEWER IMPROVEMENTS Pay Spec Approximate Description of Bid Item Prices Unit Item Item Quanfity . Written in Words Price Unit 2, Section A, TOTAL BID $ 477,932.50 Forward Total to Page B2-18 IIF7SVOR77iIPRQ1ECTS110219719i1061ADMLSPECISubbasinLl9"l06-PR2.doc BZ-10 Revised 8-12-99 Total Price I�1 � � � 1 � 1 � 1 1 M � � � � � I � �� ' �. CITY APPROVED PRODUCT AND APPROVED METHOD FOR'�� '�� '�CONTRA.CTOR SHALL SELECT TYPE OF PIPE TO BE USED STANDARD SPEC NO. SIZE � E1-31 4" thru 30" ' g 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 Workh, Texas Standard Product List" to obtain the Generic/Trade Name and the Manufacturer for the pipes listed above. *'�CONTRACTOR SHALL SELECT PIPE ENLARGEMENT TO BE US�D AND PROVIDE NAME OF SUBCONTRACTOR FOR INSTALLATION: g PIM Method HALL'ALBERT CONSTRIICTION COMPANY . Name of Subcontractor if Applicable T.R.S. System Name of Subcontractor if Applicable McConnell Method Name of Subcontractor if Applicable Expanded System Name of Subcontractor if Applicable Note: Only tee service connection will be allowed Failure to provide the information required above may result in rejection on bid as non-responsive. Only products or methods listed above will be allowed for use in this project. Any substitution may result in rejection on bid as non-responsive. IIF'fWOR7iMROJEC7S110219719%l061.9DM�SPECISubbasinLl9"J06-PR1.doc BZ-11 Revised 8-12-99 �, � 1 � MAIN 390 (GROUP 6, CONTRACT 1), PART 16, Unit 2, Section B - WATER LINE IMPROVEMENTS � Pay Spec Approximate i�escription of Bid Item Prices Unit Total Item Item Quantity Written in Words Price Price 1. 1250 LF : g" Water Line (Includes Removal) $ 34.00 $42,500.00 � Thirty Four � � Dollars & No Cents per LF � . � 2. . 50 LF : g" Class 51 DIP $ 40.00 �$2,000'.00 � Fortv - � Dottars & . aNO Cents per LF . 3. 1 LS , 2" Temporary Service Line $ 5,000.00 $ 5,000.00 � . Five Thousand a. Doi�ars & - � NO Cenu per LS n 4. 65 LF permanent Pavement Repair Per Fig. 4 $ 40.00 $ 2,600.00 �� . � Forty � . Dollars & allo Cents per LF � 5. 1460 LF Temporary Pavement Repair Per Fig B $ 6.00 $ 8,760.00 Sig � Dollars & No Cents per LF a - , I1F7WORTHIPROJECTSI202197197/06LIDM�SPECISubbasinL197106-PR2.doc BZ-1� aAdded 8-12-99 �' t � � � � � � � � � � � � � a a Q � � MAIN 390 (GROUP 6, CONTRACT 1), PART 16, Unit 2, Section B WATER LINE IMPROVEMENTS � Pay Spec Approximate DescripNon of Bid Item Prices Unit Total � Item Item Quantity Written in Words Price . Price 6. 1 TON DIP Fittings $ 3,000.00 $ 3,000.00 Three Thousand � No Dollars & Cents per TON 3 EA g" Gate Valves Sia Hundred Seventy Five Dollars & No Cents per EA 7. 8. 21 EA Class A Meter Box Bighty No r'� � EA Bullhead Meter Box One Hundred No IIF71YOR7iMROJEC7S110119"197J061ADh?LSPECISu66asinLl9i106-PR2.doc BZ-13 Added 8-12-99 Dollars & Cents per EA Dollazs & , Cents per EA - $ 675.00 s $ 80.00 $ 100.00 $ 2,025.00 $ 1,680.00 $ 200.00 �' ,� MAIN 390 (GROUP 6, CONTRACT 1), PART 16, Unit 2, Section B � WATER LINE IMPROVEMENTS � Pay Spec Approximate Description of Bid Item Prices � Unit Total Item Item QuanHty Written in Words, Price Price � 10. � 23 EA " Service $ 190.00 $ 4,370.00 1 � One Hundred Ninetp Dollars & QNo Cents per EA � 11. 375 LF 1" Copper Svc. Main to Meter Box & $14-� $ 5,250.00 QSet Meter Box y Fourteen � UDotlars & � NO Cents per LF . 3 12. 30 . LF 1" Copper Svc. Main to Bullhead Meter $15 .00 $ 450.00 � & Set Meter Box � n . Fif teen : u pon� & � No Cents per LF � 13. 3 EA Adjust Water Valve Box $ 250.00 $ 750.00 a�tao Hundred Fifty Dollars & • allo Cents per EA � � , , . LJ � , IIF7'WORTFMROJEC7SI20219i19%l061ADM�SPECISubbasinLl9%l06-PR2.doc BZ-14 " aAdded 8-12-99 _ � � � I � � � � � � � i � � � � � � � : MAIN 390 (GROUP 6, CONTRACT 1), PART 16, Unit 2, Section B WATER LINE IMPROVEMENTS Pay Spec Approximate DescripNon of Bid Item Prices Unit Item Item Quantity Written in Words Price 14. 3 EA Adjust Gate Valve $1,000.00 One Thousan.d No Dollars & Cents per EA 15. 243 SY Remove Exist. Sidewalk and Leadwalk $ 7• o0 and/or Ramps Seven No 16. Dollars & Cents per SY 868 LF Remove exist. Curb and Gutter Two Dollars & Cents per LF No 17. 190 SY Remove exist. Concrete Driveway Seven No IIF'Itii'ORTFIIPRO.(ECT5110219i1971061ADMLSPECISnbbasinL19�106-PRl.doc BZ-IS Added 8-12-99 Dollars & Cents per SY $ 2.00 g �.00 Total Price $3,000.00 $1,70]..00 $1,736.00 $ 1,330.00 a� � � �- �. Pay Spec Item Item Q I g. a� � � . Q 19. � U � 20. � � a 21. � � � a a � MAIN 390 (GFfO�JP 6, CONTRACT 1), PART 16, Unit 2, Section B WATER LINE IMPROVEMENTS Approximate Description of Bid Item Prices � Unit Quantity Written in Words � _ Price 243 SY Prop. Std. 4" Reinf. Conc. Sidewalk and $ 36.00 Wheel Chair Ramps Thirty Sia No Dollars & Cents per SY 868 LF Prop. Std. 7" Curb and 18" Gutter $ 22 • 00 1�ienty 7�ro No Dollars & Cents per LF 337 SY Prop. Std. 6" Reinf. Concrete Driveway $52.00 Fif ty Twio No Dollazs & Cents per SY 140 CY Unclassified Streeet Excavation $ 7.50 Seven Fif ty IIF7WORTFMROJEC7SI2021971971061ADM�SPGCISubbasinL197106-PR2.dac B2-16 Added 8-12-99 Dollazs & Cents per CY Total Price $ 8,748.00 $ 19,096.00 $ 17,524.00 $ 1,050.00 a� �� . MAIN 390 (GROUP 6, CONTRACT 1), PART 16, Unit 2, Section B � WATER LINE IMPROVEMENTS �ay Spec Approximate Description of Bid Item Prices Unit. �� Item Item Quan6ty Written in Words Price � � 22. 1 EA Butt Joint . $ 750.00 aSeven -Hundred Fifty � � - 23. � � D: 24. � � � a 25. � - � - � � 26, � D � Dollars & No Cents per EA 1683 SY g" pulverization ' Seven IDolla�s & Fifty Cents per SY � � 32 TON Cemer�t Stabilized Subgrade I One $undred Eighty IDollars & No I � Cents per TON � � 1683 SY 3" H.1�I.AC. Surface Course I Seven � IDollars & Fif ty Cents per SY 411 LF SOD Seven �»�& NO Cents per LF IIF7N'ORTFMROJECTSI20119719i1061ADhTSPECLSr�bbasinL197106-PR2.doc BZ-1% � Added 8-12-99 $ 7.50 $ 180.00 $ 7.50 $ 7.00 �� Total _Price $ 750.00 $ 12,622.50 $ 5,760.00 $ 12,622.50 $ 2,877.00 �� a a 0 � � L� u a � 0 0 a a 0 a fl � ,, MAIN 390 (GROUP �, CONTRACT 1), �'ART 16, Unit 2, Section B WATER LINE IMPROVEMENTS Pay Spec Approximate Description ot�Bid Item Prices Unit Item Item Quantity Written in Words Price 27. 2 EA Adjust Sanitary Sewer Manhole $ 350. o0 Three Hundred Fiftv �� & No Cents per EA Unit 2, Section B, TOTAL BID $ 168,102.00 � Unit 2 Section A Total Bid $ 477 , 932 .50 GRAND TOTAL Section B$ 646,034.50 Forward Total to Page B-Summary ; � � IIF7li'ORTfiIPROJEC7S120219i19�1061ADMLSPECISubbasinLI9+106-PR2.doc BZ-1g Added 8-12-99 Total Price $ 700.00 � � � r � � � � � � � � � � � � � � ' LIST OF CAST IRON FITTINGS TO BE SUBMITTED WITH BID NO.OF FITTINGS SIZE OF FITTINGS TYPE OF FITTING WEIGHT PER EACH TOTAL WEIGHT FITTING (TONS) � ' INCLUDING ACCESSORIES FITTING 1 ' 8" x 8" TEES 2601b 0.13 1 8" x 6" � REDUCER 1361b 0.07 TOTAL: 0.20 Tons � , � � IIFIWOR7f/IPROJEC7SI20119i19i/061ADMISPECISubbasinL19i106-PR2.doc BZ-19 Added 8-12-99 0 � ~ ,, OPART B - PROPOSAL (Contini�ed) � Within ten (10) days after notification by the City, the undersigned will execute the formal contract and will deliver an approved Survey Bond and such other bonds as required by the Contract Documents, for the faithful performance of the Contract. The attached bid security in the amount of 5% is to become the � property of the City of Fort Worth, Texas, in the event the contract and bond or bonds are not executed and delivered within the time above set forth, as liquidated damages for the delay and additional work caused thereby. � The undersigned bidder certified that he has been furnished 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 conditions of those General Documents. and the specific Contract Documents and appurtenant plans. . � The undersigned assures that its employees and applicants far employment and those of any labor organization, subcontractors, or employment agency in either furnishing or referring employee applicants � to the undersigned are not discriminated against as prohibited by terms of City Ordinance No. 7278 as amended by City Ordinance No. 7400. � The Bidder agrees to begin construction within 10 calendar days after issue of the work order, and to complete construction within 150 calendar days as set forth in the written work order to be furnished by the Owner. � u (Complete A or B below, as applicable): � � [] A. The principal place of business of our company is in the State of Te�as [] Nonresident bidders in the State of �, our principal place of business, are required � to be percent lower than resident bidders by state law. A copy of the statute is attached. � [] Nonresident bidders in the State of , our principal place of business, are not required to underbid resident bidders. [�] B. The principal place of business of our company or our parent company or majority owner is in the � State of Texas. _ u I� 'J � IIFTWOR77fIPROJEC73120219i19%1p61ADM�.SPECISubbasinLl9il06-PR1.doc BZ-2� � Added 8-12-99 Receipt is acknowledged of the following addenda: Addendum No. 1 Addendum No. 2 Addendum No. 3 Addendum No. 4 Addendum No. 5 (Seal) If Bidder Corporation g g g g % Respectfully submitted, , �; J. D. VI , INC BY�j. � �./ � �� Title: J. D. VICKERS, PRESIDENT Address: P O BO% 11321 FORT WORTH, TEXAS 76110 IIF7WOR77MROJEC7S110119�19-1061ADMISPECLSubbnsiriLl9'106-PRZ.doc BZ-�1 Added 8-12-99 �, . ,, 1 � � � � � � � � � � � U a a a _� 1 � SUMMARY OF BIDS TOTAL BID UNIT 1 � NO BID TOTAL BID UNIT 2 TOTAL BID UNIT 3 TOTAL BID � $ 646,034.50 $ NO BID $ 646,034.50 IIFIWORTFMRQ/EC7S110219i1971061ADMLSPECISubbasi�tL19"106-PR1.doc B SU�i�RY Added 8-12-99 W. � l� �. � � � � 1 1 ' 0 Part C - General Conditions ' � � G � � � � � r � � � � � � �' �.,. r� � PART C - GENERAL CONDITIO[�S TABLE OF CONTENTS NOVEMBER, 1, 1987 TABLE OF CONTENTS C1-1 C1-1.1 C1-1.2 C1-1.3 C1-1.4 C1-1.5 C1-1.6 C1-1.7 C1-1.8 C1-1.9 C1-1.10 C1-l.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 C1-1.25 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 Cl-1 Cl-1 Cl-1 Cl-1 Cl-1 C1-1 Cl-1 Cl-1 C1-1 C1-1 Cl-1 Cl-1 Cl-1 C1-1 C1-1 C1-1 C1-1 Cl-1 C1-1 Cl-1 C1-1 Cl-1 Cl-1 C1-1 C1-1 Cl-1 C1-1 C1-1 C1-1 Cl-1 C1-1 C1-1 (1) (1) (2) (2) (2) (2) (2) (2) (2) (3) (3) (3> (3) (3) (3) t3) (4) (4) (4) (4) (4) (4) (4) (4) (4) (5) (6) (6) (6) (6) (6) (6) 0 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 Bid 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 C4-4 C4-4.1 C4-4.2 C4-4.3 C4-4.4 C4-4.5 C4-4.6 C4-4.7 C5-5 C5-5.1 C5-5.2 C5-5.3 C5-5.4 C5-5.5 C5-5.6 C5-5.7 C5-5.8 C5-5.9 C5-5.10 C5-5.11 C5-5.12 C5-5.13 CS-5.14 C5-5.15 C5-5.16 CS-5.17 CS-5.18 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 SCOPE OF WORK Intent of Contract Documents Special Provisions Increased or Decreased Quantities Alteration of Contract Documents Extra Work Schedule of Operations Progress Schedules for Water and Sewer Plant Facilities CONTROL OF WORK AND MATERIALS Authority of Engineer Conformity with Plans Coordination of Contract Documents Cooperation of Contractor Emergency and/or Rectification Work Field Office Construction Stakes Authority and Duties of Inspectors Inspection Removal of Defective and Unauthorized Substitute Materials or Equipment Samples and Tests of Materials Storage of Materials Existing Structures and Utilities �nterruption of Service Mutual Responsibility of Contractors Cleanup Final Inspection C2-2 (4) C2-2 (4) �2-2 (4) C2-2 (4) C2-2 (4) C2-2 (5) C3-3 (1) C3-3 C3-3 C3-3 C3-3 C3-3 C3-3 C3-3 C3-3 C3-3 C3-3 C3-3 C3-3 C3-3 C3-3 (1> (1) (2) (2) (2) (2) (4) (4) (4) (4) (7) (7) (7) (8) C4-4 (1) C4-4 (1) C4-4 (1) C4-4 (2) C4-4 (2> C4-4 (3) C4-4 (4) C5-5 C5-5 C5-5 C5-5 C5-5 CS-5 C5-5 C5-5 C5-5 Work C5-5 C5-5 C5-5 C5-5 C5-5 C5-S C5-5 C5-5 C5-5 (1) (1) (2) (2) (3) (3) (3) (4) (5) (5) (5) (6) (6) (7) (7) (8) (8) (9) (2) ' � � � � � � �►^ � � � � 1 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 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 Arrangemen.t and Charges of Water Furnished � C't 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) 'Y 1 y C6-6 (11> C6-6.17 Use of a Se^tion of Portion of the Work C6-6 (11) C6-6.18 Contractor's Responsibility for Work C6-6 (11) C6-6.19 No Waiver of Legal Rights C6-6 (12) C6-6.20 Personal Liability of Public Officials C6-6 (12) C6-6.21 State Sales Tax _ -C6-6 (12) 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 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 of the Work and Annulment of Contract Fulfillment of Contract Termination for Convenience of tne Onwer Safety Methods and Practices 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> C7-7.14 C7-7.15 C7-7.16 C7-7.17 C8-8 C8-8.1 C8-8.2 MEASUREMENT AND PAYMENT Measurement of Quantities linit Prices C7-7 (7) C7-7 (7) C7-7 (9) C7-7 (10) C7-7 (13) C8-8 (1> C8-8 (1) � (3) C8-8.3 C8-8.4 C8-8.5 C8-8.6 C8-8.7 C8-8.8 C8-8.9 C8-8.10 C8-8.11 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 (4) C8-8 (1) C8-8 (1) C8-8 (2) C8-8 (3) C8-8 (3) C8-8 (3) C8-8 (4) C8-8 (4) C8-8 (5) C8-8 (5) C8-8 (5) � � PART C - GENERAL CONDITIONS C1-1 DEFINITIONS � � SECTION Cl-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: �.. `,.. �' f� L,. � L: PART A- NOTICE TO BIDDERS (Sample) PART B - PROPOSAL (Sample) PART C - GENERAL CONDITIONS (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 E1-White E2-Golden Rod E2A-White Blue White White b. SPECIAL CO(�TRACT DOCUMENTS: The Special Contract Documents are prepared for each specific project as a supplement to the General Contract Documents and include the following items: PART A- NOTICE TO BIDDERS (Advertisement) Same as above PART B - PROPOSAL (Bid) PART C - GENERAL CONDITIONS PART D - SPECIAL CONDITIONS PART E - SPECIFICATIONS PERMITS/EASEMENTS PART F - BONDS PART G - CONTRACT PART H- PLANS (Usually bound separately) C1-1 (1) C1-1.3 NOTICE TO BIDDERS: All of the legal publications either actually published in public advertising mediums or furnished direct to interested parties pertaining to the work contemplated under the Contract Documents constitutes the notice to bidders. C1-1.4 PROPOSAL: The completed written and signed offer or tender of a bidder to perform the work which the Owner desires to have done, together with the bid security, constitutes the Proposal, which becomes binding upon the Bidder when it is officially received by the Owner, has been publicly opened and read and not rejected by the Owner. C1-1.5 BIDDER: Any person, persons, firm, partnership, company, association, corporation, acting directly or through a duly authorized representative, submitting a proposal for performing the work contemplated under the Contract Documents, constitutes a bidder. C1-1.6 GENERAL CONDITIONS: The General Conditions are the usual construction and contract requirements which govern the performance of the work so that it will be carried on in accordance with the customary procedure, the local statutes, and requirements of the City of Fort Worth's charter and promulgated ordinances. Wherever there may be a conflict between the General Conditions and Special Conditions, the latter shall take precedence and shall govern. C1-1.7 SPECIAL CONDITIONS: Special conditions are the specific requirements which are necessary for the particular project covered by the Contract Documents and not specifically covered in the General Conditions. When consi3ered with the General Conditions and other elements of the Contract Documents they provide the information which the Contractor and Owner should have in order to gain a thorough knowledge of the project. C1-1.8 SPECIFICATIONS: The Specifications is that section or part of the Contract Documents which sets forth in detail the requirements which must be met by all materials, construction, workmanship, equipment and services in order to render a completed and us�ful 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 C1-1 (2) ' � �." , �.., � � � � � � � I� faithful performance of the contract and include the following: a. Performance Bond b. Payment Bond (see c. Maintenance Bond d• Proposal or Bid to Bidders, Part (see paragraph C3-3.7) paragraph C3-3.7) (see paragraph C3-3.7) Security (see Special Instructions A and C2-2.6) C1-1.10 CONTRACT: The Contract is the formal signed agreement between the Owner and the Contractor covering the mutual understanding of the two contracting parties about the project to be completed under the Contract Documents. C1-l.11 PLANS: The plans are the drawings or reproductions therefrom made by the Owner's representative showing in detail the location, dimension and position of the various elements of the project, including such profiles, typical cross-sections, layout diagrams, working drawings, nreliminary drawings and such supplemental drawings as the Owner may issue to clarify other drawings or for the purpose of showing changes in the work hereinafter authorized by the Owner. The plans are usually bound separately from other parts of the Contract Documents, but they are a part of the Contract Documents just as though they were bound therein. C1-1.12 CITY: The City of Fort Worth, Texas, a municipal corporation, authorized and chartered under the Texas State Statutes, acting by and through its governing body or its City Manger, each of which is required by charter to perform specific duties. Responsibility for final enforcement of Contracts involving the City of Fort Worth is by Charter vested in the City Manager. The terms City and Owner are synonymous. C1-1.13 CITY COUNCIL: The duly elected and qualified governing body of the City of Fort Worth, Texas. C1-1.14 MAYOR: The officially elected Mayor, or in his absence, the Mayor Pro tem of the City of Fort Worth, Texas. C1-1.15.CITY MANAGER: The officially appointed and authorized City Manager of the City of Fo.rt 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. Cl-1 (3) � � T C1-.1.17_DIRECTOR..OF,pUBLIG WORKS: The:duly appointed'official c,, -r � `�'of"`the JC'ity "bf Fort Worth, referred to in the Charter"� -as `the City Engineer, or his duly authorized representative. ,. __. ,-��:.. .. _ :. _.. . � C1-1.18 DIRECTOR-, CI�TY-WATER DEPARTMENT:. The duly appointed Director of. the .City,.t�ater Department .af �.the City of Fort Wor.th, rTexa�:s,�:,or,.his- duly, a_u_thorized .representative, ..:�='assrstant, or `"agents.. , . _. _ � C1-1. 19` ENGINEER: _ T_he; Director :of Public Works,., the_:.Director o'f�tfie . Fort., Worth Cit.y:_ Water Department, . or �their �duly � ,�u'thorized assistants, ag.ent:s ' �-=�-�g�rin�tenaeiits ' - ' -• - ► engineers, inspectors,� or ,..:acting,- wi.thin .th��:scope .of�=:the particular duties entrusted `to t�hem. ., ,: ;. ,. . � � s � � . ,;, � ~ ,_ ; , ,; ,-, � � � . `CONT_RAeTOR , The erso,n :� � � , . P. ,. persons -- aartners�iip, �omp�ny, firm � association, ,,or,,corporation; enterin into a _ C1 I:'20 ' Y � — .._J 1 : -' c�o'n�-ract` with� �Yi;e, ;Owner.. for; the. ex�cution _of: the= work d�'izeC.tl or �t rou- h.:..a dul - , acting Y' � h g , ,,y `authoriz.ed r.epr.esen�ativP. �' A � � ,.. sub con'tract�r zs a person,-firm,�corporation,::or others°under `eor�tr=act with:.,the_ pr.;iricipal_;cont;racto�, supplying 1'abor'�'and mate;ri_als or.}only,�labor, ;for,_work at'_the :site of':the-project-: �,.i"_ ,, _ . .._. _ . �r _� 1 ..: ,_ ... �. , ._ _ < , -r ''C1 '1.21 `SURET�ES:_ The Co�porate bodies. which =are �bounc�~by �slzch' `bonds -'are re° .,,quired,;..wit�;� an.d� -;for _ the Con'tract�or�: �% The sureties engaged�� are� ��to �be fully responsible for the entire and satisfactor �ulfil,lment,,of �the -iContr.a'ct and .'for ' '1 y �f _. ., any _:and �'�`1�' r`equirements ' - F , �as set f_orth in,.,_the Contr.act ;Documents and y a��rovezl �;changes �.herei� � - � . '�7..... ,, i.J .s _`.�_. �l�_. _. .. 1.... .� .,. � .. _ J _. . --i. . .. ,i _ .. _..... , .__...i .. ... . . .. . .. .. . _i ., _ S_ '' 't �-�-��.``22 �THE WORK OR �PR�OJECT The�-comp/leted :work :c. ` �` '�� .�. ontemplated ��in- arid cover,ed b�y-rrthe_;.Cor�tract ,Documents;: �.includi'n b�ut not '=�im'1`��d� to�-the �uzni,shin � �of �a1,-�.; labor ' inaterials, �-t'ool�s, _ �' _ . g;' ► equipmer�t;'�and-"i�ricic��entals necessary to produce a completed and serviceable project. . _. . . . . -� � � _. .� r �. ::: ."' '� . �- �, . . .: . '^�C1-1:2'3' WORKING DAY � -_ . . _.. ::___. __.� day, not includirig Sat'urdaysrkS ndaysy anddefined as a calendar legal holidays,.in which the weather._ oz._other.>con.ditions, not under.'the' control�._.of '✓'�Tie 'Contra�tor :'perm:it ��the..-perFormance .of the principal unit'='of wo�rTlc ��'or' a� peri"od of� not less than s�ven ( 7> hours between 7:00 a m. ,and 6.00 ,p,m.., with exceptions as permitt.ed:.__i�n _: .. _ .. '�paragrapfi C7 7 _,6 _ : _. . _ . _ .. ... _. , � rl J , _.. , . i _: . �._ _ .. _, � ..,.. . _ � .. _ _ . t . ., � ,_ . C1-1.24 CALENDAR DAYS: A calendar day is any day of the�week or month, no days being;excepted.. - - - �� i.<_ .-.._ - , . ., . . . :.. .. . . � � _� : _ :.-:. - . . � . . . _ .. �_ �. _ .. � .� ,,., _.,;---r.. �.-. _ .__ . _. .. _ _ . . ' . . ., �C'1'=1:`25 � LEGAL 'HOLID`AYS c 'Legal, holidays shall be observed as prescribed by the City Council of the City of Fort Worth for observance by City employees as follows: C1-1 (4) � 1 � � � l. 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 Septemb�r 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 £ollowing �Ionday, by those �` employees working on working day operations. Employees � working calendar day operations will consider the calendar holiday as the holiday. � � F" � Rry L.� � I �+J � C1-1.26 ABBREVIATIONS: Wherever the abbreviations defined herein appear in Contract Documents, the intent and meaning shall be as follows: AASHTO - American Association oF MGD - Million Gallons Per State Highway Transportation Day Officials ASCE - American Society of Civil CFS - Cubic Foot ber Engineers Second LAW - In Accordance With ASTM - American Society of Min. - Minimum Testing Materials Mono.- Monolithic AWWA - American Wat�r Works � - Percentum Association R - Radius ASA - American Standards Association I.D. - Inside Diameter HI - Hydraulic Institute O.D. - Outside Diameter Asph. - Asphalt Elev.- Elevation Ave. - Avenue F - Fahrenheit Blvd. - Boulevard C - Centigrade CI - Cast Iron In. - Inch CL - Center Line Ft. - Foot GI - Galvanized Iron St. - Street Lin. - Linear or Lineal CY - Cubic Yard lb. - Pound Yd. - Yard MH - Manhole SY - Square Yar3 Max. - Maximum L.F. - Linear Foot D.I. - Ductile Iron Cl-1 (5) � ,� ' C1-1.27 CHANGE ORDER: A"Change Order" is a written ,� supplemental agreement between the Owner and the Contractor covering some added or deducted item or feature which may be found necessary and which was not specifically included in the scope of the project on which bids were submitted. Increase i 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. Any type of asphaltic concrete with or without � separate bas� material. 2. Any type of asphalt surface treat�nenL, not � including an oiled surface, with or without separate bas` material. 3. Brick, with or without separate base material. 4. Concrete, with or without separate basz material. � 5. 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 area b2tween the right-of-way lines as the street is dedicated. C1-1.31 ROADWAY: The roadway is defined as the area betwe�n � parallel lines two (2'> feet back of the curb lines or Four (4') feet back of the average edge oF pavement where no curb exists. � C1-1.32 GRAVEL STREET: A gravel street is any unpaved stzeet to which has been addeci one or more applications of gravel or � similar material ot'ner than the natural m�terial found on the street surface beFore any i;nprovement was made. ' � Cl-1 (6) � � � � SECTION C - GENERAL CONDITIONS C2-2 INTERPRETATION AND PREPARATION OF PROPOSAL r,,, SECTION C2-2 INTERPRETATION AND PREPARATION OF PROPOSAL � C2-2.1 PROPOSAL FORM: The Owner will furnish bidders with proposal form, which will contain an itemized list of the items of work to be done or materials to be furnished and upon which bid prices are requested. The Proposal form will state � the Bidder's general understanding of the project to be completed, provide a space for furnishing the amount of bid security, and state the basis for entering into a formal � contract. The Owner will furnish forms for the Bidder's "Experience Record," "Equipment Schedule," and "Financial Statement," all of which must be properly executed and filed � with the Director of the City Water Department one week prior to the hour for openinq of bids. The financial statement required shall have been prepared by � an independent certified public accountant or an independent �.. public accountant holding a valid permit issued by an appropriate state licensing agency, and shall have been so � prepared as to reflect the current financial status. This statement must be current and not more than one (1> year old. In the case that a bidding date falls within the time a new �.., statement is being prepared, the previous statement shall be updated by proper verification. Liquid assets in the amount ' of ten (10$> percent of the estimated project cost will be �, required. �i For an experience record to be considered to be acceptable for a given project, it must reflect the experience of the firm seeking qualification in work of both the same nature and � magnitude as that of the project for which bids are to be received, and such experience must have been 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 � C2-2(1) C � � � forms or other oarts of the Contract Documents will be � considered as approximate only and will be used for the � purpos� of comparing bids on a uniform basis. Payment will be made to the Contractor for only the �ctual quantities of work perforined or materials furnished in strict accordance with tne � Contract Documents and Plans. The quantities of work to be � performed and materials to be furnished may be increased or decreased as hereinafte.r provided, without in any way � invalidating the unit prices bid or any other requirements of the Contract Documents. C2-2.3 EXAMINATION OF CONTRACT DOCUMENTS AND SITE OF PROJECT: � Bidders are advised that the Contract Documents on file with the Owner shall constitute all of the informati�n which the Owner will furnish. Al1 additional information and data which � the owner will supply after promulgation of the formal � contract documents shall be issued in the form of written addenda and shall become part of the Contract Documents just � as though such addenda were actually written into the original Contract Documents. Bidders are required, prior to the filing oE proposal, to read � and become familiar with the Contract Documents, to visit the site of the project and examine carefully all local conditions, to inform themselves by their own independent � research and investigations, tests, boring, and by such other means as may be necessary to gain a complete knowledge of the conditions which will be encountered during the construction of the project. They must judge for themselves the � difficulties of the work and all attending circumstances affecting the cost of doing the work or the time requi�ed for its completion, and obtain all information required to make an � intelligent proposal. No information given by the Owner or any representative oF the Owner other than that contained in the Contract Dacuments and officially promulgated addenda � ther�to, shall be binding upon the Owner. Bidders shall rely exclusively and solely upon their own estimates, investigation, research, tests, explorations, and other data a� wh.ich are necessary for full and complete information upon ;;' which the proposal is to be bas�d. It is mutually agreed that "r' the submission of a proposal i5 prima-Facie evidence that the ,F bidder has made tne investigations, examinations and tests � herein required. Claims for adciitional compensation due to '� variations between conditions actually encounter�d 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 gen2ral information only and may not be correct. Neither the C2-2(2) n � 1 � , F" Owner nor the Engineer guarantee that the data shown is _ representative of conditions which actually exist. - C2-2.4 SUBMITTING OF PROPOSAL: The Bidder shall submit his � Proposal on the form furnished by the Owner. All blank spaces applicable to the project contained in the form shall be � correctly filled in and the Bidder shall state the prices, written in ink in both words and numerals, for which he proposes to do the work contemplated or furnishe the materials required. All such prices shall be written legibly. In case of discrepancy between the price written in words and the price written in numerals, the price most advantageous to the City shall govern. � If a proposal is submitted by an individual, his or her name must be signed by him (her) or his (her) duly authorized agent. �„ 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 4,,, 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 wards or figures, additions not called for, conditional or uncalled for alternate bids, � incomplete bids, erasures, or irregularities of any kind, or contain unbalance value of any items. Proposal tendered or � delivered after the official time designated for receipt of proposal shall be returned to the Bidder unopened. C2-2.6 BID SECURITY: No proposal will be considered unless it !''' is accompanied by a"Proposal Security" of the character and - in the amount indicated in the "Notice to Bidders" and the "Proposal." The Bid Security is required by the Owner as "` evidence of good faith on the part of the Bidder, and by way �„ of a guaranty that if awarded the contract, the Bidder will within the required time execute a formal contract and furnish � the required performance and other bonds. The bid security of the three lowest bidders will be retained until the contract is 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 will be considered unless it is delivered, accompanied by its proper Bid Security, to the City Manager or his representative in the official place of business as set forth in the "�otice to Bidders." It is the Bidder's sole responsibility to deliver the proposal at the proper ti�e to the proper place, The mere fact that a proposal was disoatched will not be considered. The Bidder must have t�e proposal actually deliv�red. Each proposal shall be in a sealed envelope plainly marked with the word "PROPOSAL," and the name or description of the project as designated in the "Notice to Bidders." The envelope shall be addressed to the City Manager, City Hall, Fort Worth, Texas. C2-2.8 WITHDRAWING PROPOSALS: Proposals actually filed wi�th the City Manager cannot be withdrawn prior to the time set for opening proposals. A request for non-consideration of a proposal must be made in writing, addressed to the City Manager, and filed with him prior to the time set for the opening of proposals. After all proposals not requested for non-consideration are opened and publicly read aloud, the proposals for which non-consideration requests have been properly filed may, at the option of the Owner, be returned unopened. C2-2.9 TELEGRAPHIC MODIFICATION OF PROPOSALS: Any bidder may modify his proposal by telegraphic communica�ion at any time prior to the time set For opening proposals, provided such telegraphic communication is received by the City �anager prior to the said pro�osal opening time, and provided further, that the City Manager is satisfied that a written and duly authenticated confirmation of such telegraphic communication over the signature of the bidder was mailed prior to the proposal opening time. If such confirmation is not received within forty-eight (48) hours after the proposal ooening time, no further consideration will be given to the pronosal. C2-2.10 PUBLIC OPENING OF PROPOSAL: Proposals which have been pro�erly filed and for which no "Non-consideration Request" has been received will be publicly opened and read aloud by the City Manager or his authorized representative at the time and place indicated in the "Notice to Bidders." All proposals which have b�en opened and read will remain on file with the Owner until the contract has been awarded. Bidders or their authorized representatives are invited to be present for the opening of bids. C2-2.11 IRREGULAR PROPOSALS: Pro�osals sha11 be considered as being "Irregular" if they show any omissions, alterations of form, additions, or conditions not called for, unauthorizad 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. � C2-2.12 DISQUALIFICATION OF BIDDERS: Bidders may be disqualified and their proposals not considered for any of, � but not limited to, the following reason: a. Reasons for believing that collusion exists among � bidders. b. Reasonable grounds for believing that any bidder is interested in more than one proposal for work contemplated. � c. The bidder being interestzd in any litigation against the Owner or where the Owner may have a claim against or be engaged in litigation against �*^ the bidder. d. The bidder being in arrears on any existing contract r or having defaulted on a previous contract. ..,. e. The bidder having performed a prior cont.ract in an � unsatisfactory manner. f. Lack of competency as revealed by the financial statement, experience record, equipment schedule, � and such inquiries as the Owner may see fit to make. g. Uncompleted work which, in the judgment of the Owner, will prevent or hinder the prompt completion ,r, of additional work if awarded. h. The bidder not filing with the Owner, one week in � advance of the hour of the opening of proposals the .. following: � 1. Financial Statement showing the financial condition of the bidder as specified in Part � "A" - Special Instructions. 2. A current experience record showing especially tne projects of a nature similar to the one � under consideration, which have been successfully completed by the Bidder. J 3. An equipment schedule showing the equipment . the bidder has available for use on the � project. The Bid Proposal of a bidder wno, in the judgm�nt of the Engineer, is disqualified under the requirements stated herein, shall be set aside and not opened. � � C2-2(5) � ' L� ' ' � � � � ' , , ' � ,--, u , ' , ' , , r ' PART C - GENERAL CONDITIONS C3-3 AWARD AND EXECUTION OF DOCUMENTS �� SECTION C3-3 AWARD AND EXECUTION OF DOCUMENTS: C3-3.1 CONSIDERATION OF PROPOSALS: After proposals have been opened and read aloud, the proposals will be tabulated on the basis of the quoted prices, the guantities 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 � local laws and ordinances relating to false statements; further, any such misrepresentation may be grounds for disqualification of Contractor at Owner's discretion for '� bidding on future Contracts with the Owner for a period of time of not less than six (6) months. � C3-3.3 EQUAL EMPLOYMENT PROVISIONS: The Contractor shall comply with Current City Ordinance prohibiting discrimination � in employment practices. � C3-3 (1) Lf 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 Equa1 Employment Officzr who will refer any qualified applicant he may have on file in his office to the Contractor. Appropriate notices may be acquired from the Equal Employment Officer. C3-3.4 WITHDRAWAL OF PROPOSALS: After a p.roposal has �een read by the �wner it cannot be withdrawn by the Bidder within forty-five (45) days after the date on which the nroposals were opened. C3-3.5 AWARD OF CONTRACT: The Owner reserves the right to withholdfinal action on the probosals for a reasonable time, not to exceed forty-five (45) days after the d�te of opening proposals, and in no event will an award be made until after investigations have been made as to the responsibility of the proposed awar3ee... The award of the contract, if an award is made, will be to the lowest and best responsible bidder. The award of the contract shall 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 pro�osals 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 r�turned by the City Secretary. C3-3.7 BONDS: With the execution and delivery of the Contract Documents, the Contractor shall furnish to, and file with the Owner in the amounts herein required, the following bonds: a. PERFORMANCE BOND: A good and sufFicient performance bond in an amount not less than 100 percent oF the amou.nt c�E the contract, as evidenced by the proposal tabulation or otherwise, guaranteeing the full and fa.ithFul execution of the work and perfoYmance of the contract, and for the protection of the Owner and all other persoas against damage by rzason of negligence of thz Contractor, or improper execution of the work or the use of inferior materials. This perFormance C3-3 (2) � � � � � � � � bond shall guarantee the nayment for all labor, materials, equipment, supplies, and services used in the construction of the work, and shall rernain in full force and effect until provisions as above stipulated are accomplished and final payment is made on the project by the City. b. MAINTENANCE BOND: A good and sufficient maintenance bond, in the amount of not less than 100 percent of the amount of the contract, as evidenced by the proposal tabulation or otherwisP, guaranteeing the prompt, full and faithful performance of the general guaranty which is set forth in paragraph C8-8.10. c. PAYMENT BOND: A good and sufficient payment bond, in 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 an3 faithful payment of all claimants as defined in Article 5160, Revised Civil Statutes of Texas, 1925, as amended by House Bill 344 Acts 56th Legislature, Regular Session, 1959, effective April 27, 1959, and/or the latest version thereof, supplying labor and materials in the prosecution of the work provided for in the contract being constructed under these specifications. Payment Bond shall remain in force until all payments as above stipulated are made. d. OTHER BONDS: Such other bonds as may be required by these Contract Documents shall be furnished by the Contractor. � � � No sureties will be accepted by the Owner which are at the time in default or delinquent on any bonds or which are interested in any litigation against the owner. All bonds shall be made on the forms furnished by the Owner and shall be executed by an approved su.rety company doing business in the City of Fort Worth, Texas, and which is acceptable to the owner. In order to be acceptable, the name of the surety shall be included on the current U.S. Treasury list of acceptable sureties, and the amount of bond written by any one acceptable company shall not exceed the amount shown on the Treasury list for that company. Each bond shall be properly executed by both the Contractor and Surety Company. Should any surety on the contract be determined unsatisfactory at any time by the Owner, notice will be given the Contractor to that effect and the Contractor shall immediately provide a C3-3 (3) new surety satisfactory to the Owner. No payme.zt will be made under the contract until the new surety or sureties, as r2quired, 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 appropriat� resolution, or otherwise, awarded the contract, the Contractor shall execute and file with the Owner the Contract and such bonds as may be required in the Contract Documents. No contract shall be binding upon the owner until it has been attested by the City Secretary, approved as to form and legality by tne City Attorney, and executed for the Owner by either the Mayor or City Manager. C3-3.9 FAILURE TO EXECUTE CONTRACT: The failure of the Awardee to execute the required bond or bonds or to sign the required contract within ten (10) days after the contract is awarded shall be considered by the Owner as an abandonment of his proposal, and the Owner may annul the Award, By reason of the uncertainty of the martiet 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 Awar3ee 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 f3il 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 �ompany will, within ten (10) days after the commencement date set forth in such written authorization, co�nmence the physical execution of the contract. C3-3.11 INSURANCE: The Contractor shall not commence work under th.is contract until he has o'At�ined all the insurance required under the Contract Documents, and such insurance has be�n approved by the Owner. The prime Contractor shall oe responsible for delivering to the Owner the sub-contractors' C3-3 (4) r � certificate of insurance for approval. The prime contractor �,,, shall indicate on the certificate of insurance inrluded in the documents for execution whether or not his insurance covers 1 sub-contractors. It is the intention of the Owner that the insurance coverage required herein shall include the coverage of all sub-contractors. � a. COMPENSATION INSURANCE: The Contractor shall � maintain, during the life of this contract, Workers' Compensation Insu.rance on all of his employees to be engaged in work on the project � under this contract, and for all sub-contracto.rs. In case any class of employ�es engaged in hazardous work on the project under this cont.ract is not protected under the Workers' Compensation �tatute, � the Contractor shall provide adequate employer's general liability insurance £or the protection of such of his employees not so protected. � b. COMPREHENSIVE GENERAL LIABILITY INSURANCE: The Contractor shall procure and shall maintain during the life of this contract Contractor's � Com�rehensive General Liability Insurance, (Public Liability and Property Damage Insurance) in an amount not less than $500,000 covering each � occurrence on account of bodily injury, including death, and in an amount not less than $500,000 covering each occurrence on account oP property r" damage with $2,000,000 umbrella �olicy coverage. � c. ADDITIONAL LIABILITY: The Contractor shall furnish insurance as separate policies or by additional endorsement to one of the � above-znentioned policies, and in the amount as set iorth for public liability and property damage, the �'"�� following insurance: l. Contingent Liability (covers Gene.ral �' Contractor's Liability for acts of sub-contractors). 2. Blasting, prior to any blasting being done. 3. Collapse of buildings or structures adjacent to excavation (if excavations are to be �erformed adjacent to same). 4. Damage to underground utilities for $500,000. � C3-3 (5) � F � 5. Builder's risk (where above-ground structures � are involved). 6. Contractual Liability (covers all indemnification requirements of Contract). d. AUTOMOBILE INSURANCE - BODILY INJURY AND PROPERTY DAMAGE: The Contractor shall procure and maintain, during the life of this Contract, Comprehensive Automobile Liability insurance in an amount not less than $250,000 for injuries including accidental death to any one person and subject to the same limit for each person an amount not less than $500,000 on account of one accident, and � automobile property damage insurance in an amount not less than $100,000. e. SCOPE OF INSURANCE AND SPECIAL HAZARD: The insuranc2 required under the above paragraphs shall provide adequate protection for the'Contractor and his su�-contractors, respectively, against damage claims which may arise from operations under this contract, whether such operations be�by �he insured or by anyone directly or indirectly employed by him, an3 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 sati�sfactory proof of coverage by insurance required in these Contract Documents in amounts and by carriers satisfactory to the Ownsr. (Sample attached.) Al1 insur3nce requirements made upon the Contractor shall apply to the sub-contractor, should the Prime Contractor's insurance not cover the sub-contractor's work operations. g. LOCAL AGENT FOR INSURANCE AND BONDING: The insurance and bonding companies with cvhom the Contractor's insurance and performance, payrnent, maintenance and all such other bonds are written shall be r�oresented by an agent or agents having an �fEice located within the city limits of the C3-3 (6) 1 � � � � �_ 1 �- City of Fort Worth, Tarrant County, Texas. Each such agent shall be a duly qualified, one upon whom service of process may be had, and must have authority and power to act an behalf of the insurance and/or bonding company to negotiate and �., settle with the City of Fort Worth, or any other claimant, any claims that the City of Fort Worth or other claimant or any property owner who has been � damaged, may have against the Contractor, insurance, and/or bonding company. If the local insurance representative is not so empowered by the �' insurance or bonding companies, then such authority must be vested in a local agent or claims officer residing in the Metroplex, the Fort Worth-Dallas � area. The name of the agent or agents sha11 be set forth on all of such bonds and certificates of insurance. � r" .�, L� 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 ot 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 s2ven (7) days after the close of each payroll period. A copy or copies of the aQplicable minimum wage rates as set forth in the Contract Documents shall be kept posted in a conspicuous place at the site of the project at all times during the course of the Contract. Copies of the wage rates will be furnished the Contractor, by the Owner; however, posting and protection of the wage rates shall be the responsibility of the Contractor. � C3-3.14 CONTRACTOR'S CONTRACT ADMINISTRATION: Any Contractor, whether a person, p�rsons, partnership, company, firm, association, corporation or other who is approved to do r business with and enters into a contract with the City for construction of wate.r and/or sanitary sewer facilities, �,vill ° have or shall establish a fully operational business office within the Fort Wort'n-Dallas metropolitan area. The Contractor shall charge, delegate, or assign this office (or � hP may delegate his Project Superintendent) with Full authority to transact all business actions required in the �' oerformance of the Contract. This local authority shall be � mad� resoonsible to act for the Contractor in all matters pertaining to t'ne wor;c governed by the Contract whether it be administrative or otherwise and as such shall be empowered, � thus delegated and dir�cted, to settle all material, labor or other expenditures, all claims against the work or any other L C3-3 (7) � ;�. � � � matter associat�d such as maintaining adequate and aopropriate insurance or security coverage fr�r the project. Such local authority for administration oE the work under the Contract shall be maintained until all business transactions executed as part of the Contract are complete. Should the ContractoT�'s principal base of operations be other than in the Fort Wort',z-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 seale3, 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 r intent of these requir_ements is that all matters associated � with the Contractor's administration, whether it be oriented in furthering the work, or other, be gaverned direct by local � authority. This same requirement is imposed on insurance �nd ` surety coverage. Sho��ld the Contractor's local renresentative 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, stoo 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) � � � PART C - GENERAL C0�1DI'I'I0�1S C4-4 SCOPE OF WORK �, SECTION C4-4 SCOPE OF WORK � C4-4.1 INTENT OF CONTRACT DOCUMENTS: It is the definite intention of these Contract Documents to provide for a complete, useful project which the Contractor undertakes to � construct or furnish, all in full compliance with the requirements and intent of the Contract Documents. It is definitely understood that the �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" covering all such work � will be prepared by the Owner previous to the time of receiving bids or proposals for such work and furnished to the ' Bidder in the form of Addenda. All such "Special Provisions" shall be considered to be a part of the Contract 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 wh2n and as found to be necessary, and the Contractor shall perform the � work as altered, increased or decreased at the unit prices. Such increased or decreased quantity shall not be more than 25 ' percent of the contemplated quantity of such item or items. When such changes incr�ase or decrease the original quantity of any item or items af work to be done or materials to be +� furnished by the 25 percent or more, then either party to the contract shall upon written request to the other party be entitled to a revised consideration upon that portion of the �, work above or below the 25 percent of the original quantity stated in the proposal; sucn revised consideration to be �. determined by special agreement or as hereinafter provided for "Extra Work." No allowance will be made for any changes in J anticipated profits nor shall such changes be considered as � � C4-4 (1) waiving or invalidating any conditions or provisions of t'ne C�ntract Docunents. Variations in quantities of sanitary s��er pipe.� in depth categcries, shall b� interpr�t2d herein as �pplying to tnz overall quantitiPs or sanitary sewer pipe in e��ch 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 tne Contrac� Documents and ir� the character or quantities of the work as may be necessary or desirable to insure completion in the most satisfactory manner, provid�d such changes do not mat;�rially alter the original �ontract Documents or change the general nature of the project as a whole. Such changes shall not 'be considered as waiving or invalidating any c�ndition or orovision of the Contract Documents. C4-4�5 EXTRA WORK: Additional work maae necessary by chan�es and altera�ions of the Contract Documents or oE quantities or for other reasons t�r which no prices are provided in the Contract Documents, shall be defined as "Extra �ork" and shall be performed �y the Contractor in accordance with t��ese Contract Documents or apnroved additions thereta; provided, however, that before any extra work is begun a"Change Order" shall be executed or written order issued by the Owner to do the work for payments or ciedits as shall be determined by ozie or more combination of the following m��thods: a. L� Unit bid price previously approved. An agreed lu�.np sum. c. The actual reasonable cost of (1) labor, t2) rental of equipment used on the ex�ra work for tize time so used at As�ociated �,eneral Contractors oE Am�rzca current equinment rental rates; (3) materials entering permanently into the oroject, and (4) actual cost of insiirance, bonds, and social security as det2rmined by the Owner, olus a fixed f�e to Qe agreed uoon bu� not to Qxceed 10� oE the actual cost of sucn extra work. The Fixed f �e is not to include any additional profit to the Cont.ractor for rental of equipment own�c3 by him and used For the extra work. Tn� fee shall be f��ll and completP compensati�n to cov`r the cost oE sup�rintendence, overhead, otner prof_it, gen�ral and a11 other ex�'ns� not inc.lu�3ed in ( 1), ( 2), (3i, an�: (4) a'c�ove. The Contractor shall keeo accurate cost racords o�z th� form and iiz the met'nod C4-4 (2) ,' ' � sugges ted by the Owne.r and shall give ti�e Owner access to all accounts, bills, vouchers, and r?cords relating to the Extra Work. � No "Change Order" shall become effective until it has been approved and signed by each of tne Contracting parties. � � � � � R^ 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, appear to the Contractor to involve Extra Work for_ w'nich he s'nould receive compensation, he shall make written request to the Engineer for written ord�rs authorizing such Extra Work, prior to beginning sucn worx. Should a diFference arise as to what does or does not constitute Extra Work, or as to the payment thereof, and the Engineer insists upon its performance, the Contractor sha11 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 timP for making the first estimat� after such work is done and unless the claim is sup�orted by satisfactory vouchers and certified payrolls covering all labor and materials expended upon the said Extra Work. , The Contractor shall furnish the Owner such installation records of all deviations from the original Contract Documents as may be necessary to enable the Owner to nrepare for permanent record a corrected set of plans showing the actual � installation. � The compensation agreed upon for 'extra wor;c' whether or not iniit.iated by a'change order' shall be a full, complete and f inal pay.ment Eor all costs Contractor incl.irs as a r:=sult or �, re.lating to che change or extra work, whether said costs are kr.own, unknown, foreseen �r unforeseen at t'nat timP, includi�g wit:-�out l.imitation, any co5ts for delay, extended overh2ad, ripple or impact cost, or any otner zffect on changed or � unc'nanged work as a rasult or the c'iang? or extra wor'K. C�-4.6 SCHEDULE OF OPERATIONS: B2Eore commencing any wor'�c �"" under this contract, the �ontractor shall submit to the Ownar :.r and receive tize Owner'� anproval ther�of, a"Sch�dule of Op�rations," showing by a str•�ight line m�t'nod the 3ate of � commencing and finishing each of the major elements oE r_he contract. T�zere sh�l1 be also sizow�z tn�� estimaterl mont�ly cost of work for whic:n estimat�s ar� to be expAct�d. The�� 4-4 (3) � 1 ' shall be presented also a composite graph showing the � anticioated progress of construction with th� time being plotted horizontally and the percentage oi com�letion plotted vertically. The oro3ress charts shall be prepared on 8-1/2" x i'� 11" sheets and at least five �Iack or blue line prints shall �: be furnished to th� Owner. C4-4.7 PROGRESS SCHEDULES FOR WATER AND SEWER PTANT FACILITIES: Witnin ten (10) days prio.r to submission of first monthly progress �ayment, the Contractor shall prepare and submit to the Owner f�r approval six copies of the schedule in which the Contractor proposes to carryo un the work, the date of which he will start th•� several major activities (including procurement of materials, plans, and equipment) and the contemplated dates for 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 dia�ram the actual progress at the end of each pa.rtial 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 a�proved Qy the Engineer. Three copies of the updated schedule shall be delivered at such intervals as diracted by the Owner. As a;ninimum, the construction schedule shall incorporate all work elements and acti��ities indicated in the Qroposal and in the technical specifications. Prior to the final drafting of the detailed construction schedule, the Contractor shall review the draft sch�dule with the Engineer to ensure the Contractor's understanding of the contract .rPquirements. The following guidelines shall be adriere3 to in preparing the construction schedule: a. Milestone dates aad final project completion dates shall be developed to conform to time constrai:�ts, sequencing requir.ements and completi�on time. �� I � b. The construction process shall be divided into activities with time durations oi a�proximatply � fo�zrt�en (14) days �nd construction values not to �xceed $50,000. Fabrication, d�livery and submi`�al activities ar� exce�tions to this � guideline. � C4-4 (4) ' 1 LJ � L r � � [,: c. Durations shall be in calendar days and normal holidays �nd weather conditions over the duratio:� o� the contzact shall be accounted for within the duration of each activity. d. One critical path shall be shown on the construction schedule. e. Float time is defined as the amount of time 'between the earliest start 3ate and the latest start date of a chain of activities of the CPM construction schedule. Float time is not for the exclusive use or benefit of either the Contractor or the Own�r. 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 Speci�ications and each general category.shall be � broken down into activities in enough detail to achieve activities of approximatzly fourteen (14> days duration. � For each general category, the construction schedule shall identify all trades or subcontracts whose work is represented by activities that follow the guidelines of I^ this Section. For �ach of the trades or subcontracts, the construction schedule shall indicat� the following procurements, construction and oreacceptance activities and events in their logical sequence for equin.ment and mat�rials. l. Freparation and tr_ansmittal of submittals. 2. Submitt�al .review periods. 3. Shoo fa'�rication and dzlivery. 4. Erzction or installation. ''� 5 . r . s. , 7. � 8. � � Transmittal of manufac�urer's o�eration and maintenance instructions. Installed equipment and mat?rials tes�ing. Owner's operator instruction (if. applic3ble). Final insoection. C4-4 (5) 1 9. Onerational testin�. 10. Final inspection. If, in the oninion of the Owr.er, work accomplished falls behind that scheduled, the Contractor shall ta�Ce such action as necessary to improve his progress. In addition, the Owner may require the Contractor to subrnit a revised schedule demonstrating his program and proposed plan co make up lag in scheduled orogress and to i�sure completion oF the work within the contract time. If the Owner finds the oroposed plan not acceptable, ti� �nay require the Cont.ractor to increas� the work force, the construction plant and equinment, the num'r��r of wor:{ shifts or the overtime operations without additional cost to the Owner. � � � Failure of t'ne Contractor to comply with tizese r�quirements � shall be considcre3 grounds for 3etermination by the Owner that the Contractor is failing to prose�ute the work :J.1tt1 such diligenc� as will insu.re its completion within the � time s�ecified. �4-4 (6) , ' ' ' 1 ' ' 1 ' � ' ' 1 � � � � � �ART C - GENERAL C5-5 CONTROL OF MATERIALS SECTION C5-5 CONTROL OF WORK AND MATERIALS CONDITIONS WORK AND C5-5.1 AUTHORITY OF ENGINEER: The work shall be performed to the satisfaction of the Engineer and in strict compliance with the Contract Documents. He shall decide all questions which arise as to the quality and acceptability of materials furnished, work performed, rate of progress of the work, overall sequence of the construction, interpretation of the Contract Documents, acceptable fulfillment of the contract, compensation, mutual rights between Contractor and Owner under these Contract Documents, supervision of the work, resumption of operations, and all other questions or disputes which may arise. Engineer will not be responsible for Contractor's means, methods, techniques, sequences or procedures of construction, or the safety precaution and programs incident thereto, and he will not be responsible for Contractor's failure to perform the work in accordance with the contract documents. He shall determine the amount and quality of the work � completed and materials furnished, and his decisions and estimates shall be final. His estimates in such event shall ' be a condition to the right of the Contractor to receive money due him under the Contract. The Owner shall have executive authority to enforce and make effective such necessary L+ decisions and orders as the Contractor fails to carry out promptly. C L � In the event of any dispute between the Engineer and Contractor over the decision of the Engineer on any such matters, the Engineer must, within a reasonable time, upon written request of the Contractor, render and deliver to both the Owner and Contractor, a written decision on the matter in controversy.� C5-5.2 CONFORMITY WITH PLANS: The finished project in all cases shall conform with lines, grades, cross-sections, finish, and dimensions shown on the plans or any other requirements otherwise described in the Contract Documents. Any deviation from the approved Contract Documents required by the Engineer during construction will in all cases be determined by the Engineer and authorized by the Owner by Change Order. C5-5 (1) C5-5.3 COORDINATION OF CONTRACT DOCUMENTS: The Contract Documents are made up of several sections, which, taken together, are intended to describe and provide for a complete and useful project, and any requirements appearing in one of the sections is as binding as though it occurred in all sections. In case of discrepancies, figured dimension shall govern over scaled dimensions, plans shall govern over specifications, special conditions shall govern over general conditions and standard 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 tiot reported prior to the award of Cantract, 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 n�cessary to facilitat� the progress thereof cooperate with the Engineer, his inspector, Contractors in every possible way. attention and shall and other 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 ara 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 Contractcr shall designate in writing to the project superintendent, to act as the Contractor's agent on the work, Such assistant project suoerintendent 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 wee'K on w'nich the Engineer determines that circumstances require the presence on tize project site of a rapresentative of the Contractor to C5-5 (2) � ' �'" 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. � The Contractor shall Drovide all facilities to enable the � Engineer and his inspector to examine and inspect the workmanshi� and materials entering into the work. C5-5.5 EMERGENCY AND/OR RECTIFICATION WORK: When, in the � opinion of the Owner or �ngineer, a condition of emergency exists related to any part of the work, the Contractor, or the �., Contractor through his designated representative, shall � respond with dispatch to a verbal request made by the Owner or Engineer to alleviate the emergency condition. Such a response shall occur day or night, whether the project is "'" scheduled on a calendar-day or on a working-day basis. � L 1^' � � � 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�, frorn any funds due the Contractor on the project. C5-5.6 FIELD OFFICE: The Contractor shall provide, at no extra compensation, an adequate field office for use of the Engineer, if specifically called for. The field office shall be not less than 10 by 14 feet in floor area, substantially constructed,, well heated, air conditioned, lighted, and weather-proof, so that documents will not be damaged by the elements. C5-5.7 CONSTRUCTION STAKES: The City, through its Engine�r, � will furnish the Contractor with all lines, grades, and measurements necessary to the proper prosecution and contr�l of the work contracted for under these Contract Documents, and � lines, grades and measurements will be est�blished by rneans of stakes or other customary m�thod of marking a� may be found consistent with good practice. � � CS-5 (3) These stak�s or markings shall be set sufficiently in advance of construction operations to avoid delay. Such stakes or markings as may be established for the Contractor's use or guidance shall be �reserved by the Contractor until he is authorized by the Engineer to remove them. Whenev?r, in the opinion of the Engine2r, any stakes or mar:{ings have been carelessly or willfully destroyed, disturbed, or removed by the Contractor or any of his employees, t'ne 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 materials furnished. Such inspzcti�n may extend to all or any part of the work, and the preparation or manufacturing of the mat�rials to be 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 being performed, to report any evidence that the materials being furnished or the work being performed by the Contractor fails to fulfill the requirements of the Contract Documents, and to call the attention of the Contractor to any such failure or other infringements. Such inspection or lack oF inspection will not relieve t'ne Contractor from any obligation to perform the work in accord�nce 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 th� 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� Contract Documents, nor to aoprove or accept any portion or section of the work, nor to issue any instructions eontrary to the requirements of the Contract Documents. He will in no case act as superintendent or foreman or,�erform any other duties f�r the Contractor, or interfere with the management or operation of the work. He will not accept from the Contractor any cornpensation in any form for performing any duties. The Contractor shall regard and obey the directions and instructions of the City Inspector or Engineer when the same are consistent witii the obligations of the Contract �ocuments, provided, howev�r, should the Contract�r object to any orders or instructions of the City Inspector, the Contr•�ctor may within six days ma�e °�ritten appzal to the Engineer for his decision on the matter in controversy. C5-5 t4) � ' � C5-5.9 INSPECTION: The Contr�ctor 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 +-- Contractor shall, at any time before acceptance of the work, remove or uncover such portion of the finished wark as may be dir�cted. After examination, the Contractor 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. -, CS-5.10 REMOVAL OF DEFECTIVE AND UNAUTHORIZED WORK: All work, L materials, or equipment which has been rejected shall be remedied or removed and replaced in an acceptable manner by the Contractor at his own expense. Work done beyond the lines � and grades given or as shown on the plans, except as herein specifically provided, or any Extra Work done without written authority, will be considered as unauthorized and done at the r' 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 unautho.rized 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 constitute acceptance �° of sucn 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 s�ecified, and if Contractor wishes to furnish or use a proposed substitute, he shall, prior to the preconstruction conference, make written application to ENGINEER for approval of such substitute certifying in writing that the proposed substitute will perEorm adequately the functions called for by th� general design, be similar �nd of � equal substance to that specifie3 and be suited to the same use and capable of performing the same function as t'nat specified; and identifying all variations of the proposed � � C5-5 (5) � r � 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 Contractor to furnish such other data about the proposed substitute as he considers pertinent. No substitute shall be ordered or installed without such performance guarantee and bonds as Owner may require which shall be furnished at Contractor's expense. Contractor shall indemnify and hold harmless Owner and Engineer and anyone directly or indirectly employed by either of them from and against the claims, damages, losses and expenses (including attorneys fees) arising out Qf the use of substituted materials or equipment. C5-5.12 SAMPLES AND TESTS OR MATERIALS: Wher�, in the opinion of the Engineer, or as called for in the Contract Documents, tests of materials or equipment are necessary, such tests will be made at the expense of and paid foz� direct to the testing agency by the Owner unless otherwise speciFically provided. The failure of the Owner to make any tests of materials shall be in no way relieve the Contractor of his responsibility of furnishing materials and equipment fully conforming to the requirements of the Contract Documents. Tests and sampling of materials, unless otherwise soecified, will be made in accordance with the latest methods prescribed by the American Society for Testing �Iat?rials 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, �aithout specific written permission of the Engineer, use the materials represented by the samples until tests hav� been made and the materials approved for use. The Contractor will furnish adequate samples without charge to the Owner. In case of concrete, the aggr�gates, design minimum, and the mixing and transporting equipment shall be approved by the Engineer before any concrete is placed, and the Contactor shall b� responsible for replacing any concrete which does not meet the requirements of the Contract Documents. Tests shall be made at least 9 days prior to the placing of concrete, using samples from the same aggregate, cement, and mortar which are to be used later in the concrete. Should the source of supp.ly change, new tests shall be ma3e prior to the usn oF the new materials. C5-5.13 STORAGE OF MATERIALS: All materials which used in the constr.uction operation shall oe store insure the preservation of the quality and fitness of When directed by the Engine�.r, th�y shall b� placed platforms or other hard, clean durable surfaces and C5-5 (b) are to be d so as to the work. on wooden not on the ' � � � � rl ' � � � r � � � i� ground, and shall be placed under cover when directed. Stored materials shall be placed and located so as to facilitate prompt inspection. CS-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 failure to show any or all such structures and utilities on the plans or to show them in their exact location. It is mutually agreed that such failure will not be considered sufficient basis for claims for additional compensation for Extra Work or for increa$ing the pay quantities in any manner whatsoever, unless an obstruction encountered is such as to necessitate changes in the lines and grades of considerable magnitude or requires the building of special works, provision for which is not made in the Contract Documents, in which case the provision in these Contract Documents 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 Iocal adjustments as necessary in the construction process to provide adequate clearances. The Contractor shall take all necessary precautions in order to protect all existing utilities, structures and service lines. Verification of existing utilities, structures and service lines shall include notification of all u�ility compani�s at least forty eight (48) hours in advance of construction including explora�tory 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 nrosectuion 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 service interruption. 1 r C5-5 (7) � i� 2. Notify each customer personall� responsible personnel as to time and of the interruption of their service, through schedule 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 shor�� as possible. Thank you, Contractor Address Phone b. Emergency: In the event that an unforeseen service interruption occurs, notice shall be as above,but immedi�te. 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 agr�es 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 mat2rials accumulated on the job site during the prosecution of the work under these Contract Documents shall be accomplished in kezping with a daily routine established to the the satisfaction of the Engineer. Twenty-f�urs fours aFter written notice is given to the Contractor that th2 c12an-up on the job si}� is proceeding in a manner unsatisfactory to the Engineer, if the Contractor fails to correct the CS-5 (8) � � � r� � ' Y , � 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 �s covered by these Contract Documents, and before final acceptance and final payment will 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 � condition equal to that which originally existed. Surplus and waste materials removed from the site of the work shall be disposed of at locations satisfactory to the Engineer. The � Contractor shall thoroughly clean all equipment and materials , installed by him and shall deliver over such mate.rials and equipment in a bright, clean, polished and new appearing - condition. No extra compensation will be made to the � Contractor for any clean-up required on the project. � C5-5.18 FINAL INSPECTION: Whenever the work provided for in and contemplated under the Contract Documents has been satisfactorily completed and final cleanup performed, the Engineer will notify the proper officials of the Owner and F" request that the Final inspection be ma3e. 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 agai�st the Contractor between said date of notification of the Engineer and the date of final inspection of the work. � 1 ' � � C5-5 (9) � d � ' PART C - GENERAL CONDITIONS C6-6 LEGAL RELATIONS AND PUBLIC RESPONSIBILITY � SECTION C6-6 LEGAL RELATIONS AND PUBLIC RESPONSIBILITY � C6-6.1 LAWS TO BE OBSERVED: The Contractor shall at all times observe and comply with all Federal and State Laws and City ordinances and regulations which in any way affect the conduct of the work or his operations, and shall observe and comply with all orders, laws, ordinances and regulations which exist or which may be enacted later by bodies having jurisdiction or � authority for such enactment. No plea of misunderstanding or ignorance thereof will be considered. The Contractor and his Sureties shall indemnify and save harmless the City and all of � its officers, agents, and employees against any and all claims or liability arising from or based on the violation of any � such law, ordinance, regulation, or order, whether it be by himself or his employees. 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 required or desires to use any design, device, - material, or process covered by letter, patent, or copyright, h� shall provide for such use by suitable legal agreement with " the patentee or owner of such patent, letter, or copyrighted �„ design. It is mutually agreed and understood that without exception the contract prices shall include all royalties or cost arising from patents, trade-marks, and copy rights in any � way involved in the work. The Contractor and his sureties shall indemnify and save harmless the Owner from any and all claims for infringement by reason of the use of any such � patented design, device, material or process, or any a 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 �,,r 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 a11 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. � r C6-6 (1) P''. � ' 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 condition, free from objectionable odors so as not to cause a nuisance. All sanitary laws and regulations of the State of Texas and the City shall be strictly complied with. � C6-6.5 PUBLIC SAFETY AND CONVENIENCE: Materials or equipment stored about the work shall be so placed and used, and the � work shall at all times be so conducted, as to cause no greater obstruction or inconvenience to the public than is considered to be absolutely necessary by the Engineer. The � Contractor is required to maintain at all times all phases of his work in such a manner as not to impair the safety or convenience of the public, including, but not limited to, safe and convenient ingress and egress to property contiguous to � the work area. The Con�ractor 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 � prop�rty 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 ar any � location, the Contractor shall make arrangements satisfactory to the Engineer at any location, the Contractor shall make arrangements satisfactory to the Engineer for the diversion of traffic, and shall, at his own expense, provide all materials � and perform all work necessary For the construction and maintenance of roadways and bridges for such diversion of � traffic. Sidewalks must not be obstructed except by special permission of the Engineer. The materials excavated and the construction materials such as � pipe used in the construction of the work shall be placed so as not to endanger the work or prevent free access to all fire hydrants, fire alarm boxes, police call boxes, water valves, � C6-6 (2) ' � � �""` 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 approval of the Engineer, shall notify the Fire Department Headquarters, Traffic Engineer, and Police Department, when any street or alley is requested to be closed � or obstructed or any fire hydrant is to be made inaccessible, and, when so dir�cted by the Engineer, shall keep any street, streets, or highways in condition for unobstructed use by fire �� apparatus. The Contractor shall promptly notify the Fire Department Headquarters when all such obstructed streets, alleys, or hydrants are again placed back in s�rvice. Where the Contractor is required to construct temporary �,,,, bridges or make other arrangements for crossing over ditches or streams, his responsibility for accidents in connection � with such crossings shall include the roadway approaches as well as the structures of such crossings. � The Contractor shall at all times conduct his operation and the use of construction machinery so as not to damage or destroy trees and shrubs located in close proximity to or on the site of the work. Wherever any such damage may be done, the Contractor shall immediately satisfy all claims of property owners, and no payment will be made by the Owner in settlement of such claims. The Contractor shall file with the Engineer a written statement showing all such claims adjusted. ` C6-6.6 PRIVILEGES OF CONTRACTOR IN STREETS, ALLEYS, AND RIGHT-OF-WAY: For the performance of the contract, the �' Contractor will be permitted to use and occupy such portions , of the public streets and alleys, or other public places or other rights-of-way as provided for in the ordinances of the " 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 � r'" C6-6 ( 3 ) carried on in such manner as not to interfere with the operation of trains, loading or unloading of cars, etc. Other contractors of the Owner may, for all purposes required by the contract, enter upon the work and premises used by the Contractor and shall be provided all reasonable facilities and assistance for the completion of adjoining work. Any additional grounds desired by the Contractor for his use shall be provided by him at his own cost and expense. C6-6.7 RAILWAY CROSSINGS: When the work encroaches upon any right-of-way of any railway, the City will secure the necessary eas�ment fnr the work. Where the railway tracks are to be crossed, the Contractor shall observe all the regulations and instructions of the railway company as to the methods of performing the work and take all precautions for safety of property and the public. Negotiations with the railway companies for permits shall be done by and through the City. The Contractor shall give the City notice not less than five days prior to the time of his intentions to begin work on that portion of the project which is related to the railway properties. The Contractor will not be given extra or additional compensation for such railway crossings unless specifically set forth in the Contract Documents. C6-6.8 BARRICADES, WARNINGS AND WATCHMEN: Where the work is carried on in or adjacent to any street, alley, or public place, the Contractor shall at his own expense furnish, erect, and maintain such barricades, fences, lights and danger signals, shall provide such watchmen, and shall take all such other precautionary measures for the protection of persons or oroperty and of the work as are necessary. Barricades and fences shall be painted in a color that will be visible at night. From sunset to sunrise the Contractor shall furnish and maintain at least one easily visible burning light at each barricade. A sufficient number of barricades shall be erected and maintained to keep pedestrians away from, and vehicles from being driven on or into, any work under construction or being maintained. The Contractor shall furnish watchmen and keep them at their respective assignments in sufficient numbers to protect the work and prevent accident or damage. All installations and procedures shall be consistent with the provisions set forth in the "1980 Texas Manual on Uniform Traffic Control Devices for Streets and Highways" issued under the authority of the "State of Texas Uniform Act Regulating TraFfic on �ighways", codified as Article 6701d Veron's Civil Statutes, pertinent sections being Section Nos. 27, 29, 30 and 31. C6-6 (4) Y � � The Contractor will not remove any regulatory sign, instructional sign, street name sign, or other sign which has � been erected by the City. If it is determined that a sign must be removed to permit required construction, the Contractor shall contact the Transportation and Public Works � department, Signs and Markings Division (phone number 8780-8075), to remove the sign. In the case of regulatory signs, the Contractor must replace the permanent sign with a temporary sign meeting the requirements of the above � referenced manual and such temporary sign must be installed prior to the removal of the permanent sign. If the temporary sign is not installed correctly or if it does not meet the required specifications, the permanent sign shall be left in � place until the temporary sign requirements are met. When construction work is completed to the extent that the � permanent sign can be re-installed, the Contractor shall again contact the Signs and Markings Division to re-install the " permanent sign and shall leave his temporary sign in place _, until such re-installation is completed. �.. The Contractor will be held responsiblle for all damage to the work or the public due to failure of barricades, signs, fences, lights, or watchmen to protect them. Whenev�r � evidence is found of such damage to the work the Engineer may order the damaged portion immediately removed and replaced by �.. the Contractor at the Contractor's own expense. The Contractor's responsibility for the maintenance of barricades, � signs, fences and lights, and for providing watchmen shall not cease until the project shall have been completed and accepted ' by the Owner. � No compensation, except as specifically provided in these � Contract Documents, will be paid to the Contractor for the work and materials involved in the constructing, providing, and maintaining of barricades, signs, fences, and lights or � , for salaries of watchmen, for the subsequent removal and disposal of such barricades, signs, or for any other incidentals necessary for the proper protection, safety, and convenience of the public during the contract period, as this � 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 Contractar elect to use explosives, drop weight, etc., in the prosecution of the work, the utmost care shall be exercised at � all times so as not to endanger life or property. The 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 explosivPs 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 claim to the Contractor from either the City or the claimant. The City shall proceed to give notice to the Contractor of any such claim. The use of explosives may be suspended by the Engineer if any complaint is received and such use shall not be resumed until the cause of the complaint has been addressed. Whenever explosives are stored or kept, they shall be stored in a safe and secure manner and all storage places shall be plainly marked "DANGEROUS EXPLOSIVES" and shall be under the care of a competent watchman at all times. Al1 vehicles in which explosives are being transported shall be plainly marked as mentioned above and shall, insofar as possible, not use heavy traffic routes. C6-6.10 WORK WITHIN EASEMENTS: Where the work passes over, through, or into private property, the Owner will provide such right-of-way or easement privileges as the City may deem necessary for the prosecution of the work. Any additional rights-of-way or work area considered necessary by the Contractor shall be provided by him at his own expense. Such additional rights-of-way or work area shall be acquired for the benefit of the City. The City shall be notified in writing as to the rights so acquired before work beqins in the arLectea area. '1'rie Lontractor shall not ent property for any purpose without having pre permission from the owner of such property. will not be allowed to store equipment or mat property unless and until the Jpecified a property owne.r has been secured in writing k and a copy furnished to the Engineer. Unles provided otherwise, the Contractor sh rights-of-way or easements oE obstructions removed to make possible proper prosecution part of the project construction operations. shall be responsible for the preservation c er upon private �iously obtained The Contractor erial on private �proval of the y the Contractor s snecif ically all clear all which must be of the work as a The Contractor f and shall use C6-6 (5) � ' , 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 otner 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 wor;t. Such notice shall be made at least 48 hours in advance of the beginning of the work. Notices shall be apnlicable 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 th� 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 z�art 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 Ae directed by the Owner, or he shall make good such � damages or injury in a manner acceptable to the owner of the property and the Engineer. � All fences encountered and removed during construction of this project shall be restored to the original or a better than original condition upon completion of this project. �''�' When wire fencing, either wire mesh or barbed wire is to be � crossed, the Contractor shall set cross braced posts on either side of pzrmanent easement before the fence is cut. V� Should additional fence cuts be necesaary, the Contractor � shall provide cross braced posts at point of the proposed cut in addition to the cross braced posts provided at the �,,,', permanent e�sements limits, before the fence is cut. '� Temporary fencing shall be erected in place of the fencing removed whenever the work is not in progress and when the � site is vacated overnight, and/or at all times to prevent livestock from entering the construction area. The cost for fence removal, temporary closures and replaczment 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 wor�. 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 hour written notice under ordinary circumstances, and without notice when a nuisance or hazardous condition results, proceed to repair, rebuild, or otherwise restore such pronerty 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 Contractor 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 the details of all the work and services performed hereunder, and all persons performing same, and shall be solely responsible for the acts and omissions of its officers, agents, servants, employees, contractors, subcontractors, licensees and invitees. The doctrine of respondeat superior shall not apply as between Owner and Contractor, its officers, agents, employees, contractors and subcontractors, and nothing her�in 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, arid employees from and against any an all claims or suits for property damag� or loss and/or personal injury, including death, to any and all persons, of whatsoever kind or character, whether real o.r asserted, arising out of or in connection with, directly or indirectly, the work and services to be performed hereunder by Contractor, its officers, agents, empl�yees, contractors, subcontractors, licensees or invitees, whether or not caused, in whole or in part, by alleged negligence on the part of officers, agents, servants, employees, contractors, subcon�tractors, licensees and invitees of the Owner; and said Contractor does hereby covenant and agree to assume all liability and responsibility of Owner, its officers agents, servants and emnloy�es ior property damage or loss, and/or personal injuries, includi�g death, to any and all persons of whatsoever kind o.r charactez, whzther real or asserted, arising out of or in connection with, directly or indirectly, the work and service5 to 'oe performed hereunder by Contractor, its officers, agents employees, contractors, subcontractors, licensees and invit�es, whether or not cassed, C6-6 (8) � ' , _T 4 in whole or in part, by alleged negligence of officers, agents, servants, employees, contractors, subcontractors, licensees or invitees of the Owner. Contractor likewise covenants and agrees to, and does hereby, indemnify and hold harmless Owner from and against any and all injuries,loss or damages to property of the Owner during the performance of any of the terms and conditions of this Contract, whether arising out of or in connection with or resulting from, in whole or in 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 r final inspection, final payment to the Contractor shall not be recommended by the Director of the Water Department for a tl period of 30 days after the date of such final inspection, �_, unless the Contractor shall submit written evidence satisfactory to the Director that the claim has been settled �- and a release has been obtained from the claimant involved. � If the claim concerned remains unsettled as of the expiration of the above 30-day period, the Contractor may be deemed to be entitled to a semi-final payment for work completed, such � semi-final payment to be in an amount equal to the total dollar amount then due less the dollar value of any written claims pending against the Contractor arising out of the �_. performance of such work, and such semi-final payment may then be recommended by the Director. � � The Director shall not recommend final payment to a Contractor against whom such a claim fo.r damages is outstanding for a period of six months following the date of the acceptance of the work p�rformed unless the �ontractor 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 hav� 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 recozmnend that the final payment to the Contractor be made. If condition (2) above is met at any time within the six month �oeriod, the Director may recommend that the final payment to the Contractor be made. At the C6-6 (9) expiration of the six mont'n period the Director may recommend that final payment be made if all other work has been performed and all other obligations of the Contractor have been met to the satisfaction of the Director. The Director may, if he deems it appropriate, refuse to accept bids on other Water Department Contract work from a Contractor against whom a claim for damages is outstanding as a result of work p�rformed under a City contract. C6-6.13 CONTRACTOR'S CLAIM FOR DAMAGES: Should the Contractor claim compensation for any alleged damage by reason of the acts or omissions of the Owner, he shall within three days after the actual sustaining of such alleged damage, make a written statement to the Engineer, setting out in detail the nature of the alleged damage, and on or before the 25th day of the month succeeding that in which any such damage is claimed to have been sustained, the Contractor shall file with the Engineer an itemized statement of the details and amount of such allegtd damage and, upon request, shall give the Engineer access to all books of account, receipts, vouche..rs, bills of lading, and other books or papers containing any evidence as to the amount of such alleged damage. Unless such statements shall be filed as hereinabove required, the Contractor's claim for compensation shall be waived, and he shall not be entitled to payment on account of such damages. C6-6.14 ADJUSTMENT OR RELOCATION OF PUBLIC UTILITIES� ETC.: In case it is necessary to change, move, or alter in any manner the property of a public utility or others, the said property shall not be moved or interfered with until orders thereupon have been issued by the Engineer. The right is reserved to the owners of public utilities to enter the geographical limits of the Contract for the purpose of ma�ing 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 hav2 to be taken up or removed, the Contractor shall, at his own expense and cost, provide and maintain temporary outlets and connections for all private or public drains and sewers. The Contractor shall also take care of all sAwage and drainage which will be received from these drains and sewers, and for this purpose he shall provide and maintain, at his own cost and expense, adequate pumping facilities and tem�orary outlets or diversions. The Contractor, at his own cost and expense, shall construct such troughs, pipes, or oth�r structures necessary, and be prepared at all times to dis�ose of drainage and sewage C6-6 (10) � � �' received from these tzmporary connections until such times as the pezmanent connections are built and are in service. The existing sewers and connections shall be kept in service and � maintained under the Contract, except when specified or ordered to be abandoned by the Engineer. All water, sewage, and other waste shall be disnosed 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. L. � � ,. � 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 poir�t 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 b,e 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 �1 usage shall not be held to be in any way an acceptance of said � work or structure or any part thereof or as a waive.r of any of the provisions of these Contract Documents. All necessary " repairs and removals of any section of the work so put into � use, due to defective materials or workmanship, equipment, or 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 Cb-6 (11> 0 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 o.r damag? to any portion of the work occasioned by any of the hereinabove causes. C6-6.19 NO WAIVER OF LEGAL RIGHTS: Inspection by the Engineer or any order by the Owner by payment of money or any payment for or acceptanre of any work, or any extension of time, or any possession taken by the City sha11 not operat� 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 o£ these Contract Documents or in exercising any power of authority granted thereunder, there shall be no liability upon the authorized repr�sentatives of the Owner, either �ersonally 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 �orth, an organization which qualifies fo.r exemption pursuant the provisions of Article 20.04 (H) of the Texas Limited Sales, excisA, and Use Tax Act, tne Contractor may purchase, rent or leas` all materials, supplies and equipment used or consumed in the performance of this contract by issuing to his sunplier an ex�mption certificate in lieu of the tax, said exemption certificate to co�ply with State Comptroller's Ruling .007. Any such exemption certiFicate issued by the Contractor in lieu �f tnP tax sh�11 be subject to an3 shall comply with the provisions oF Stat? Comptroller's Ruling .011, and any other a�plicable 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 stre2t right-of-way or other easement which has been dedicated to the public and the City of Fort Worth, an organization which qualifies Eor exemption pursuant to the provisions of Article 20.04 (H) of the Texas limite3 Sal�s, F.xcis�, and Us? Tax Act, ttie Contractor can arobably be exempted in the samA manner stated a�ove. C6-5 (12) � L� Limited Sale, Excise and Use Tax permits and information can be obtained from: �. Comptroller of Public Accounts Sale Tax Division Capitol Station Austin, TX ' ' , i � 1 1 1 1 � 1 1 1 � 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�) percent of the value embraced in the contract. If the Contractor sublets any part of the work to be done under � these Contract Documents, he will not under any circumstances be relieved of the responsibility and obligation assumed under these Contract Documents. All transactions of the Engineer will be with the Contractor. Subcontractors will be � considered only in the capacity of employees or workmen of the . Contractor and shall be subject to the same requirements as to character and competency. The Owner will not recognize any - subcontractor on the work. The Contractor shall at all times, � when the work is in operation, be represented either in person or by a superintendent or other designated representatives. C7-7.2 ASSIGNMENT OF CONTRACT: The Contractor shall not assign, transfer, sublet, convey, or otherwise dispose of the contract or his rights, title, or interest in or to the same or any part thereof without the previous consent of the Owner expressed by resolution of the City Council and concurred in by the Sureties. � If the Contractor does, without such previous consent, assign, transfer, sublet, convey, br otherwise dispose of the contract or his right, title, or interest therein or any part thereof, � to any person or persons, partnership, company, firm, or corporation, or does by bankruptcy, voluntary or involuntary, or by assignment under the insolvency laws of any state, �''° attempt to dispose of the contract may, at the option of the , Owner be revoked and annulled, unless the Sureties shall successfully complete said contract, and in the event of any such revocation or annulment, any monies due or to become due under or by virtue of said contract shall be retained by the `" Owner as liquidated damages for the reason that it would be impracticable and extremely difficult to fix the actual � damages. C7-7.3 PROSECUTION OF THE WORK: Prior to beginning any � construction operation, the Contractor shall submit to the Engineer in five or more coQies, 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 matzrials and equipment which he expects to follow in order to complete the project in the scheduled time. There shall also be submitted a table of estimated amounts to be earned by the Contractor during each monthly estimate period. The Contractor shall commence the work to be performed under this contract within the time limit stated in these Contract Documents and shall conduct the work in a continuous manner and with sufficient equipment, materials, and labor as is necessary to insure its completion within the time limit. The sequence requested of all construction operations shall be at all times as specified in the Special Contract Documents. Any deviation from scuh sequencing shall be submitted to the Engineer for his approval. Contractor shall not proceed with any deviation until he has received written approval from the Engineer. Such specification or 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 'oe 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 �ontractor has obstructed or closed or is carrying on operations in a portion of a street or public way greater than is necessary for the proper execution.of the work, the Engineer may require the Contractor to finish the section on which operations are in progress before the work is commenced on any additional section or street. C7-7.5 CHARACTER OF WORKMEN AND EQUIPMENT: Local labor shall be used by the Contractor is available. The Contractor may bring in from outside the City of Fort Worth his key men and his superintendent. A11 otiier workmen, including equipment operators, may be imported only after the local supply is exhausted. The Contractor shall employ only such superintendents, foremen, ancl wor'.�tmen who ar� carzful, competent, and fully qualif_ied to p�rforrn tne duties or tasks assigned to them, and the Engineer may dernand 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 b� found to b� incompetent, disrespectiul, intemperate, dishonest, or C7-7 (2) 1 � � � �'J � � � � � � � � ' �" otherwise objectionable or neglectful in the proper performance of his or their duties, or who neglects or refuses to comply with or carry out the directions of the Owner, and such person or persons shall not be employed again thereon � without written consent of the Engineer. All workmen shall 'nave sufficient skill, ability, and � experience to properly perform the work assigned to them and operate any equipment necessary to properly carry out the performanc� of the assigned duties. � �. . � � Tk�e Contractor shall furnish and maintain on the work all such equipment as is considered to be necessary for orosecution of the work in an acceptable manner and at a satisfactory rate of progress. All equipment, tools, and machinery used for handling materials and executing any part of the work shall be subject to the approval of the Engineer and shall be maintained in a sa"tisfactory, safe and efficient working condition. Equipment on any portion oF the work shall be such that no injury to the �saork, workmen or adjacent property will result from its use. C7-7.6 WORK SCHEDULE: Elapsed working days shall be computed starting with the first day of work completed as defined i�n Cl-1 . 2 3 "in10RKING DAY" or ttie date stipulated in the "WORK ORDER" for beginning work, whichever comes first. � Nothing in these yontract Documents shall be construed as . prohibiting the Contractor from w�rking on Saturday, Sunday o.r Legal Holidays, providing that the fo7.lowing requirements are - met: � � � a. A request ta work on a specif ic Legal Holiday must be made to the than the proceeding Thursday. b. Any work to 'Qe done on the p.roject on such a specific Saturd�y, Sunday or Legal Holiday must be, in the opinion of the Engineer, essential to the timely completion of the project. Saturday, Sunday or Engineer no later � The Engineer's decision shalt be final in response to such a request for approval to work on a specific Saturday, Sunday or �Legal Holiday, and no extra compensation shall be allowed to ' the Contractor For any w�rk performed on such a snecific Saturday, Sunday or Legal �oliday. Calenda.r Days shall be d�fined in C1-1.24 and the Contracto:r may work as h� 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 Work Order. Failure to do so shall be considered by the Owner as abandonment of the Contract by the Contractor and the Owner may proceed as he sees fit. The Contractor shall maintain a rate of nrogres� such as will insure that the whole work will be performed and the premises cleaned up in accordance with the Contract Documents and within the time establishPd in such documents and such extension of time as may be properly authorized by the Owner. C7-7.8 EXTENSION OF TIME COMPLETION: The Contractor's request for an extension of time of completion shall be considered only when the request for such extension is submitted in writing to the Engineer within seven days from and after the time alleged cause of delay shall have occurred. Should an extension of the time of completion be requested such request will be for.warded to the City Council for approval . In adjusting the contract time for completion of work, consideration will be given to unForseeable causes �eyond the control of and without the fault �r negligence of the Contractor, including but limited to acts of the public enemy, acts of the Owner, fire, flood, tornadoes, epidemics, quarantin� restrictions, strikes, freight embargoes, or 3elays of sub-contractors due to such causes. When the dat2 of completion is based on a calendar day bid, a request for extension of time because Qf inclement weather will not be considered. A request for extension of time due to inability to obtain supplies and materials will be considered only when a review of the Contractor's purchase order dates and other per�inent data as requested by the Engineer indicates that the Contractor has made a bonafide attempt to secure deliv�ry on schedule. This shall include efforts to obtain t'ne supplies and materials from alternate sources in case the first source cannot matce delivery. If satisfactory execution and co.mpletion of the contract should require worK and materiats in greater amou�nts o_r quantities than those set forti� in the a�proved Co.ntract Documents, t'nen the contract ti.me may be incr�ased by Change Order. C7-7.9 DELAYS: The Contr�ctor shall receive no com�ensation for delays or nindranc�s to the work, except when 3irect and unavoidai�le extra cost to tile Contractor is caused by th� failure of the City to provide information or materiat, iF C7-7 (�) Y� 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 i£ by him � found correct shall be approved and reFerred by him to the Council £or final approval or disapproval; and the action thereon by the Council shall b� final and binding. If delay � is cause3 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 ti.me, his application for which shall, however, be subject to the approval of the City Council; and .no such extension of time sha.11 release the � Contractor or the surety on his perEormance bond from all his obligations hereunder which shall remain in full force until the discharge of the contract. � C7-7.10 TIME OF COMPLETION: The time of completion is an essential element of the contract. Each bidder shall indicate in the appropriate olace on the last page of the Proposal the number of working days or calendar days that he will require to fully complete this contract or the time of completion will be specified by the �ity in the Proposal section of the contract documents. The number of days indicated shall be a r�alistic estimate oF r., the time required to complete the work covered by the specific contract being bid upon. The amount of time so statec� by the ' successful bidder or the City wi11 become the time of completion specified in the Contract Documents. � For each calenda.r day that any work shall remain uncompleted after thz time specified in the Contract 7ocuments, or the � increased time granted by the Owner, or as atitomatically �. increased by a�3ditional work or materials ordered after the contract is signed, the sum per day given in the following '„r, schedule, unless otherwise specified in other parts of the Contract Docuraents, will be deducted from monies due the ' Contractor, not as a penalty, but as liquid3ted damages suffered by the Owner. � L� � AMOUNT OF COI�TRACT Less than $ 5,000 $ 5,001 to $ 15,000 $ 15,001 to $ 25,000 $ 25,001 to $ 50,000 $ 50,001 t� $ 100,000 $ 100,001 to $ 500,000 C7-7 (5) inclusive $ inclusive $ inclusive $ inclusiv� $ 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 Contractor's delay in completing the work hereunder in the time snecified by the Contract Documents would be incapable or very dif:Eicult of accurate estimation, and that the "Amount of Liquidated Damages Per Day", as szt out above, is a reasonable forecast of just compe�isation due the City for harm caused by any delay. C7-7.11 SUSPENSION BY COURT ORDER: The Contractor shall suspend operations on such part or parts of the work ordered by any court, and will not be entitled to additional compensation by virtue of sucn court order. Neither will he be liable to the City in the event the work is suspended by a Court Order. Neither will the Own�r be liable to the Contractor by virtue of any Court Order or action for which the Owner zs not solely responsible. C7-7.12 TEMPORARY SUSPENSION: The Owner shall have the right to suspend the work operation wholly or in part for such period or periods of time as he may deem necessary due to unsuitable weather conditions or any other unfavorable conditions which in the opinion of the Owner or Engineer cause further prosecution of the work to be unsatisfactory or detrimental to the interest of the project. During temporary suspension of work covered by this contract, for any reason, the Owner will make no extra payment for stand-by time of construction equipment and/or const.ruction crews. If it should become n�c�ssary to suspend work for an indefinite period, the Contractor shall store all materials in such manner that they will not obstruct or impede the public unnecessarily nor become damaged in any way, and he shall taka every precauti�n to prevent dama�e or deterioration of the work performed; he shall provide suitable 3rainage about the work, and erect temporary structures wh�re necessary. Should the Contractor not be abl� to comnlPte a portion of the �Qroject due to causes beyond the control of and without the fault or negligence of the Contractor as set forth in Paragraph C7-7.8 EXTENSION OF THE 'rIME OF COMPLETION, and should it be determined by mutual cons�nt of the Contractor and the Engineer that a solution to allow construction to proceed is not available witriin a reasonable period of time, then the Contractor may be reimbursed for the cost of moving his equipment off the job and returning the necessary equipment to the job when it is determined by the Engineer C7-7 (6) � , �' that constr_ accion �nay be r:=_sumed. Such reimburse�nent shall be baaed on actual cost to the Contractor o.f moving the eqsipment and no pro�it wi11 be allowed. � No reimbursem�nt shall be allow�d if �the equipment i5 mov�d to another construction vroject ior the City oF Fort i�or��i. � The Contractor s'na11 not suspend work without written notice trom the Engineer and shall proceed witii the work operations promptly when notiEied Uy the Engineer to so resume �' operations. C7-7.13 TERMINATION OF CONTRACT DUE TO NATIONAL EMERGENCY: �" �Ihenever, because of National Emergency, so declared 'oy the L President oE the United �tates or other lawf�ll a�ithority, it 'oecomes impossible for the Contractor to obtain all o� the � nec�ssary lapor, materia.ls, and equipment for the prosecution � o.E the work witli r.easonable con�inuity Eor a o=riod of two ' montns, the Contractor stlall withir. seven days notify the City in ��ariting; giving a d�tail�d statement of. tne effoz`s wn�c�� ' have be�n mad� and listing all necessary items of labor, � rnaterials, anc� equipment not obtainable. If, after investigations, the Owner finds that such conditions �xisting � and that the inability of the Contractor to proceed is n�t attributa'Qle in whole or in part to the fault or negl�ct of t'ne Contract, then i.f_ the Owner cannot after r�asonable effort � assist the Contractor in procuring and maki.ng available the nec�s5ary labor, materiats and equi�ment within tiiirty days, ' the Contractor may reque5t the Owner to terminatQ the contr.act � and ttie Own�r may comply wit}7 ttl� request, and t�� termination sha11 be conditioned and bas�d ��r��n a Final :�ettlement �= mutually acce�table t� 'ooth the �wner and ttie Contracto.r an:� final �ayment shall be mac�? in accocdance with t;ie t�rms oF � t:�z agreed s�ttl�ment, which shatl inrlude, but not be limited L-o, the o�lment Eor all wo.rk axecuL-�d 'r�ut �io anticipat�:� c�roFits on work which has not been perf�rm�:�. � ��7-7.I4 SUSPENSION OR ABANDONMENT OF THE WORK AND ANNULMENT OF' CONTRACT; The work opera+:ions on all or any portion or secLion of the work under Contracc s�iall be suspendea immed.iately on written �rder of_ th? Engineer or the Co;ntrar.t m�� h� d��cl.�re3 cancell�� 'py t'.ie Ci.ty Council Eor any g��o<3 a�3 s�lff_icient ;:ause, Tne following, ?�y w�y of ;�xamnlP, 'Qut �ot ��C li_r,itation, may be consi3�red gr.�unds Eor suso�nsi��n o.c �ancellation: �, Failure oF the Contractor to comm�nc� work oo�rati:�ns within the tirne s�ecifiet3 icl the W��r.k ��r�er issued by the Ownec. � �' �.7-7 (7) � b. Substanti�l evidence that progr2ss of the work operations by Con�.ractor is insufficient to complete the work within the specified time. c. Failure of the Contractor to provide and maintain suffi�ient labor and equipment to properly execute the working operations. d. Substantial evidence that t'ne Contractor has abandoned the work. e. Substantial evidence that the Contractor has become insolvent or bankrupt, or. otherwise financially unable to carry on the work satisfactorily. f. Failure on the oart 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 1�ocuments. g. Failure of the Cont.ractor promptly to mak� good any defect in materials or workmanship, or any defPcts of any nature the correction of which has been directed in writing by the Engineer or t'ne Owner. h. Substantial evidence of collusion for the purpose of illegally procuring a contract or perpetrating fraud on the City in the construct.iun of work under contract, i. A substantial indication that the Contractor has made an unauthorized assignment of the contract or any funds due ther�from for the benefit of any creditor 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 Contractor commences legal actiun agai:�st t'ne Owner . A cooy of the suspension order or action of the City Council shall be s�rved on the Contractor's Sur�ti�s. When work is suspended for any cause or causes, or when the contra�t is cancelled, the Contractor shall discontinue the worK or such p3rt ther�o� as the Owner shall desi�3nate, whereupon the Sureties may, at their ohtion, assume t'ne contract or that portion therzoE which the Owner has ord�red the Contractor to discontinue, and may perform th� 5ame or may, with the written �_7-7 ( 8 ) ' � � 7 � � � � ' consent of the Owner, sublet the work or tkiat po.rtion of tkie � work as ta;cen over, provided how�ve.r_, t'nat the Sureties shall exercise fi.heir option, if at all, within two wenks after tiie � wr_itten notice to discontinue� the work has �een se.r_c�Ad upon the Contractor and upon the Sureties or tiieir aut��oriz�d agents. The 5ureties, in such event shall assume th� Contract<�r'S pl�ce in al1 respects, and shall be paid by t:ze � Owner for all work p�rFormed by them in accordance with the terms of the Contract Documents. A11 monies remaining due the �ontractor at the time of this default shall thereupon oecome � due an3 paya'ple to the Sureties as the work progress`s, subject to all of the t��rms of the Contract Documents. �,, In case the Sureties do not, within the hereina'c�ove speciEied I time, exercise their ri�ht and on�ion to assum2 tne ccntract �" .responsibilities, or that portion ther�oF which the Owner has ordered by the Contracto.r to discontinuP, then thz Owner shall � have the power to complete, by contract or otherwis�, as it . may determine, t�ie work 'nerein described or such part tii`reof aa it ;nay d�em neces�ary, and the Contractor here'r.� agr�e,s - that t'ne Owne.r shall have tll� right to take pos�ession oF and � use any materials, plants, tools, equipment, supplies, and property oF any kind provided by the Contractor for the � purpose of carrying oii the work and to procure ot'ner tools, equipment, materials, labor and property Eor the comnletion of the work, and to charge to the account of the Contractor_ oE said contract expense for labor, ma�terials, tools, equipment, r" and all expenses incidental thereto. The expense so charged . shall be deducted by tt12 Ownar from such snonies as may b? due or may become due at any time tizereaFt�r to the i.ontractor und�r_ and by virtue of_ the Contract �.r any part t'nereof . T�ze Owner stlall not be requirad to obtai� the lowest bit� for tile `' work completin� the contract, but th�� exp2nse to be deducted �, shall be the actual cost of the owner oc such wor'�c. In case suc'n exoenses shall exceed th� amount which wou�d hav� been nayable under the Contracc if th� same had b�en compl��ed �y the Cont.racto.r, then t'n2 Conrractor and his SurPties shail oay th� amount o€ such exc�s� to the City on rioti�� ro,n tha Owner oE the excess due. When a.ny particular part �F the wor'�c is being ca.rried on hy the nwner by contract or ot,l�rwis� under the provisions of this se�{�ion, the Cont.ractor snall continue tt�e re.mainder of the w��•r_k in conformity wi.tl.i th� terms of the Corltr�ct Documents ac�d ia such a manner as to noh tiinder or inter�ere wir_}1 perfQClri3�lce o.E tiie wor�. t�y tiie ��wner. C7-7.15 FULFTLLMENT OF CONTRACT: The Contract will be � considered as having been fulf illed, aav� as pr��id�d i,z any 'Qo.nd or aonds or by law, �ahen all tile wori, and alL sec,tions or parts of th� projecl� cov�r_e�1 by c.le Co;i:ract �oc:�ments ,iave � C7-7 (9) � been finished and comnleted, 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 TERMINATION: 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 witn this section, whenever the Owner shall determine that such termination is in the best interest of the Owner. Any suc� termination 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 termi.nation becomes effective. Rece.ipt of the notice sha11 be deemed conclusively presumed and established when the lettPr is placed in the United �tates Mail by the Owner. Further, it shall be deemed conclusively presum�d and estaAlished that such termination is made with just cause as therei�i stated; and no proof in any claim, demand or suit shall be required of the Owner regarding such disc.retionary action. B. CONTRACTOR ACTION: After receipt of a noticA of termination, and except as otherwise directed by the Engineer, the Contractor shall: l. Stop work under thz contract on the date and to the extent specified in the notice of termination; 2. �lace no further orders or subcontracts for m3terials, services or Facilities except as may be necessary for completion of �uch �oortion of the work under thP contract as is not termina�ed; 3. te.rminate all or_ders and subcontr.�cts to tt�e extent that they yelate to the performance of work terminated by tiiz notice oE termin�tion; 4, transf�r title to th� mann�r, at t'n� if any, dir�cLed by the Owner_ and times, anc� to the �,ngineer; deliver in th� extent, C7-7 (10) � , F" � 4 a. the E.sbricat�3 or �.zn`abric�t�d �art5, wor:c in Qro::ess, comol:�ted a�ork, suppli�s and ot'ner mat�ri��1 nroducPd as a part of, o.r acqui,:�d in connection with the performance of, the work t�rminated by the notice of termination; and b, the compl�ted, or partially complet�d plans, drawing.5, information and otnar property which, if the contract had been complete�, would t�ave been required to be furnished to the Owner.. 5. complete performance of such par� oF tile work as shall not have been terminated by the notice of termination; an3 �"" 6. take such action as :nay be necessary, or as the Engine�r may �lirect, for the protection y and Qreservation o� tfie prooerty related to its contract which i:� in the possession of_ the Contractor and in which the Owner has GC �" �nay acquire the r2st. �� At a time not 1�ter than 30 days .�i t�r t,ze termination datz specified in the no�ice of termination, the Contr�ctor_ may submit to the Engineer a list, certified as tc� quantity and guality, of any or all items o� termination inventory not previously disposed of, ex�lusive of it'ms tn� disposition o� whic'n has been dirac�e�3 �r authorized by the Engine��r. Not later than 15 day� ther��aft�r, the Owner shall accept title to such items pro��ide�l, that- the list submitted shall 'be subject to veriEication by tlie Engineer upon removal oF th�� i te�ns or, i E the i tems are s tor��d, within 45 days from the date of submission of tn<� list, and any nPcesSa.ry adjustments to correct t,��r� list as su'�mitted, sha11 be mad� orior to Final settlement. C. TERMINATION CLAIM: Wi;hin 'oU daj�s ait�r notice oE "� �er.mination, tlle Cont:Cr1CC!�L" shalt submit nis termination ciaim to the Engi�eer in i:he Cor_m and � with tiie certificatio�i �cescriop,3 bj the rngi�e`r. Unless one or more ext�nsions in v�ri�ing ar.� granted by �h� Own�r u�o.z r�qu�st oE ti�� Contr�ct�r, �nade in NJriting within suc�i &0-3a1 period or ,�uthorize3 �xrension th�reof, anl� and all s;�ch cl�ims s?i•�It �e COc1C1llS1V�iy deem:�;� ��-�i�,��d. � � �:%-� � 1 L ) , , � "`l � r-, L� D, AMOUNTS: Subject to the provisions of Item C7-7.16(C), the Contractor and Owner may agree upon the whole or any part of the arnount or amounts to be oaid to the Contractor by reason of the total or partial termination of work pursuant hereto; provided, that such agreed amount or amounts shall never exceed the total contract price as reduced by the amount of payments otherwise made and as furt'ner reduced by the co�ntract price of work not terminated. The cont.ract shall be amended accordingly, and the Contractor shall be paid the agreed amount. No amount shall be due For lost or anticipated profits, vothing in C7-7.16(E) hereafter, prescri'bing the amount to be paid to the Contractor in the event of f�ilure of the Contractor by reason of the termination of work pursuant to this section, shall be deemed to limit, restrict oz otherwise determine or affect the amount or amounts which may be agreed upon to be paid to the Contractor pursuant to this paragranh. E. FAILURE TO AGREE: In the ev2nt of the failure of the Contrac:tor and the Owner to agree as provided in C7-7.16 (D) upon the whole amount to be paid to the Contractor by r2ason of th4 termination of wor;c pursuant to this s�ction the Owner shall determine, on the basis of information available to it, the amount, if any, due to the Contractor by reason of the termination and shall pay to the �ontractor the amounts determined. No amount shall be due for lost or anticinated profits. F. DEDUCTIONS: In arriving at the amount due the contractor under this section, there sh�ll be deducted (a) all unliquidated advance or otner payments on �ccount theretofore made to the Contractor, applicable to the terminated po.rtion of this co.ntract; (b) any claim which the Owner rnay have against the Contractor in connecti�n with this contract; and (c) the ag.reed price fo.r, or the proceeds of sale of, any mater.ials, suppli�s or other things kept by the Contractor or sold, oursuant to the provisions of this clause, an3 not otherwise r�cover�d by or crPdited to the Owner. G. ADJUSTMENT: If the termination 'nereunder '�e partial, �orior to the szttlement of the terininatPd portion of_ this contract, the Contractor may file with the Engineer a request in writing E�r an C7-7 (12) � � � � � � � � � ' 41 equitable adjustment of the price or prices specified in the contract relating to the continued nortion of the �ontract (the portion not terminated by the notice of termination), such equitable adjustment as may be agreed upon shall be made in such price or prices; nothing contained herein, however, shall limit the right of the Owner and the Contractor to agree upon the amount or amounts to be paid to the Contractor for the completion of the continued portion of the contract when said contract does not contain an established contract price for such continued portion. � H. NO LIMITATION OF RIGHTS: Nothing contained in this section shall limit or alter th� rights which the �., Owner may have for termination of this contract ' under C7-7.14 hereof entitled "Suspension of � Abandonment of the work and Amendment of Contract" or any other right which Owner may have for deFault � or breach of contract by Contractor. i�. C7-7.17 SAFETY METHODS AND PRACTICES: The ��ntractor shall be responsible for initiating, maintaining, and supervising all safety precautions and programs in connection with the work at all times and shall assume all responsibilities for their enforcement. � The Contractor shall comply with federal, state, and local laws, ordinances, and regulations so as to protect person and property from injury, including death� or damage in connection ,� with the work. ' � � , ' ' �' C7-7 (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 Iabor, 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 r,,, other items not specifically mentioned that may be required to fully construct each item of the work complete in place and in r. 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 Contractor shall receive and accept the compensation, as herein provided, in full payment for furnishing all labor, tools, materials, and incidentals for performing all work contemplated and embraced under these � Contract Documents, for all loss and damage arising out of the nature of the work or from the action of the elements, for any unforesee,i defects or obstructions which may arise or be encountered during the prosecstion of the work at any time � �' C8-8 (1) r• � , before its final acceptance by the Owner, (except as provided �"' in paragraph CS-5.14) for all risks of whatever description connected with the prosecution of the work, far 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, copyrights, or other legal reservations, and for comoleteing the work in an acceptaole manner according to the terms of the Contract Documents. � The payment of any current or partial estimate prior to final acceptance of the work by the Owner shall in no way constitute an acknowledgment of the acceptance of the work, materials, or equipment, nor in any way prejudice or affect the obligations of the Contractor to repair, correct, renew, or replac? at his own and proper expense any deFects or imperfections in th� construction or in the strength or quality of the material used or equipment or machinery furnished in or about the construction of the work under contract and its appurtenances, or any damage due or attributed to such defects, which defects, imperfection, or damage shall hav� been discover2d 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 sucn defects, impertections, or damage, and the Contractor shall be liable to the Owner for failure to correct the same as provided herein. �� I C8-8.5 PARTIAL ESTIMATES AND RETAINAGE: Between the lst and 5th day of each month the Contracter shall submit to the � Engineer a statement showing an estimate of the value of the � work done during the pr�vious month, or estimate p�riod under the Contract Documents. No�t later than the lOth day of the � month the Engineer shall verify such estimate, and if it is found to be acceptable and the value of work performed since the last partial payinent was made exceeds one hundred dollars � ($100.00) in amount, 90$ of such Pstimated sum will be pai� to � the �ontractor if the total contract amount is less than $400,000, or 95$ of such estimate3 sum will be paid to the Contractor if the total contract amount is $400,000 or greater ""' within twenty-fiv2 (25) days aFt�r the re�ular estimate period. � The iity will have the option of prenaring estimates on Forms furnished by th� City. The partial estimate may include � acceptabl� nonp�rishable mat?rials dzlivered to the work which are to be inco.rporated into t'ne wor�t as a c�ermanent part thereof, but which at the the time of the estimate ilave not ,� been install�d. (such payment will be allowed on a basis of � 85� of the �net invoice value thereof.) The Contracco.r shall furnish the Engin�er such information as he may rsquest to aid � �rrl C8-8 (2) � � �� [.i him as a guide in the verification or the preparation of partial estimates. It is understood that the partial estimate from month to month will b� approximate only, and all partial monthly estimates and payment will be subject to correction in the estimate rendered following the discov�ry of an erro.r in any previous estimate,and such estimate shall not, in any respect, be taken as an admission of the Owner of the amount of work done or of its quality of sufficiency, or as an acceotance of the work done or the release of the Contractor of any of his responsibilitiPs under the Contract Documents. The City reserves the right to withhold the payment of any monthly estimate if the contractor fails to perform the work strictly in accordance with the soecifications 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 14 construction operations is not in accordance with the requirements of the Contract Documents. � C8-8.7 FINAL ACCEPTANCE: Whenever the improvements provided for by the Contract Documents shall have been completed and all requirements of the Contract Documents shall have been fulfilled on the part of the Contractor, the Contractor shall notify the Engineer in writing that the improvements a.re ready for the final inspection. The Engineer shall notify the appropriate officials of the Owner, will within a reasonable time make such final inspection, and if the work is satisfactory, in an acceptable condition, and has been completed in accordance with the terms of the Contract Documents and all approved modifications thereof, the Engineer will initiate the processing of the final estimate and recommend final acceptance of the project and final payment there.Eor 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 i.; thereof shall have been completed and all requirements of the Contract Documents have been fulfilled on the part of the Contractor, a final estimate showing the value of the work � will be prepared by the Engineer as soon as the necessary measurements, computations, and checks can be made, All prior subject to payment. � estimates unon which payment has been made are necessary corrections or r�visions in the final �"" C8-8 ( 3 ) ►o'i � � � The amount of the final Pstimate, less previous payments and "" any sum that havP been deductea or retained under the provisions of the Contract Documents, will be paid to t'ne �` Contractor within 60 days after final acceptance by the Owner �ii on a proper resolution of the City Council, provided the Contractor has furnished to the Owner satisfactory �vidence of � payment as follows: Prior to submission of the final estimate for payment, the Contractor shall execute an affidavit, as furnished by the City, certifying that all persons, firms, � 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 therz are no cZaims pending for � personal injury and/or property damages. The acceptance by the Contractor of the last or final payment � as aforesaid shall operate as and shall release the Owner from all claims or liabilities under the Contract for anything done or furnished or relating to the work under Contract Documents � or any act or neglect of said City relating to or connected ` with the Contract. The making of the final nayment by the Owner shall not relieve '� the Contractor of any guarantees or other requ.irements of the il� 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 design�rs to prepare the Contract Documents and all modifications o� the approved Contract Documents. It is, therefore, agreed that the Owne.r shall be responsible for the adequacy of its own design features, sufficiency of the �ontract Documents, the saFety of the structure, and the practicability of the opQrations of the completed project, provided the Contractor has complie3 with the requirements of the said Contract Documents, all aoproved modifications thereof, and additions and alterations thereto approved in writing by the Owner. The burden of proof of such complianc� shall be upon the Contractor to show that he has complied with the said requirements of the Contract Documents, approved modifications thereof, and all approved �dditions and alterations thereto. C8-8.10 GENERAL GUARANTY: Neither the final certificate of � payment nor any provision in the Contract �ocuments nor partial or entire occunancy or use of the preinis�s by the Owner shall constitute an acce�tance of work not done in � accordance wit'n the Contract Documents or relieve t'ne Contractor of liability in respect to any express warranties � or responsibility for faulty materials or workmanship. The Contractor shall remedy any d�f�cts or damag?s 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 unless a longer period is specified andshall furnish a good and sufficient maintenance � bond in the amount of 100 percent of the amount of the contract which shall assure the perFormance of the general � guaranty as above outline. The Owner will give notice of 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 specif ic 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, �or � each bid item. Surface restoration, rock excavation and i cleanup are general items of work which fall in the category of subsidiary work. j�,,, C8-8.12 MISCELLANEOUS PLACEMENT OF MATERIAL: Material may be allocated under various 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 matzrial will be made for only that amount of � material used, measu.red to the nearest one-tenth unit. � Payment for miscellaneous placement of matzrial shall be in accordance with the General Contract Documents regardless of ' the actual amount used for the project. � C8-8.13 RECORD DOCUMENTS: Contractor shall keep on record a � copy of all specifications, plans, addenda, modifications, shop drawings and samples at the site, in good order and annotated to show all changes made during the construction process. These shall be delivered to Engine�r upon completion �� of the work. � ' ' � � C8-8 (5) � r � � � � � �r � � � � � � � � � � � � � � � � � � ! � 1 � � � � � � 1 � ' �upplementary Conditions to Section C 0 � � 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/WOMEN-OWNED BUSINESS ENTERPRISE CnMPLIANCE: Page C3-3 (1), should be deleted in its entirety and replaced with the following: � L Upon request, Contractor agrees to provide to Owner complete and accurate information regarding actual work performed by a Minority Business Enterprise (MBE) and/or a Woman Business Enterprise (WBE) on the contract and payment therefore. Contractor further agrees to permit an audit and/or examination of any books, records or files in its possession that will substantiate the actual work performed by an MBE and/or WBE. The misrepresentation of facts (other than a negligent misrepresentation) and/or the commission of fraud by the Contractor will be grounds for termination of the contract and/or initiating action under appropriate federal, state or local laws or ordinances relating to false statements; further, any such misrepresentation (other than 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. G C3-3.7 BONDS: Page C3-3 (3), the paragraph after subparagraph d. Change the �" paragraph to read as follows: ' "No sureties will be accepted by the owner which are at the time in default or delinquent 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 F' shall not exceed the amount shown on the Treasury list or one-tenth (1/10) of the total capital and surplus. If reinsurance is required, the company writing the reinsurance must .� be authorized, accredited or trusteed to do business in Texas." � D. C8-8.5 PARTIAL ESTIM.A,TE$ AND RETAINAGE: Page CS-8 (2), should be deleted in its entirety and replaced with the following: � Partial pay estimates shall be submitted by the Contractor or prepared by the City on the Sth day and 20th day of each month that the work is in progress. The estimate shall be proceeded by the City on the lOth day and 25th day respectively. Estimates will be paid � within 25 days following the end of the estimate period, less the appropriate retaina�e as set out below. Partial pay estimates may include acceptable nonperishable materials � delivered to the work place which are to be incorporated into the work as a permanent Revised Pg. 1 � 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 i^' 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 ;r,,; cent (10%). For contracts of $400,000 or more at the time of execution, retaina�e shall be five percent (5%). Contractor shall pay subcontractors in accord with the subcontract a;reement within five (5) business days after receipt by Contractor of the payment by City. Contractor's failure to make the required payments to subcontractors will authorize the City to withhold future payments from the Contractor until compliance with this paragraph is accomplished. � It is understood that the partial pay estimates will be approximate only, and all partial pay estimates and payment of same will be subject to correction in the estimate rendered �., following the discovery of the mistake in any previous estimate. Partial payment by Owner for the amount of work done or of its quality or sufficiency or acceptance of the ' work done; shall not release the Contractor of any of its responsibilities under the Contract Documents. � The City reserves the right to withhold the payment of any partial estimate if the Contractor fails to perform the work in strict accordance with the specifications or other � provisions of this contract. E. C3-3.11 INSITRANCE: Page C3-3 (5): Delete subparagraph "a. COMPENSATION �" INSi_TRANCE" F. C3-3.11 INSj TRANCE: Page C3-3 (6): Delete subparagraph "g. LOCAL AGENT FOR INSj_TRAN�:F� p,ND B(�NDINC'7„ I�,, G. C6-6.12 C'�NTRA('TnR'S RESPONSIBLITY FOR DAMAC'JE 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 �.R officers, agents, employees, subcontractors, licensees or invitees, whether or not anv such iniury, dama�e or death is cacrsed, in wltole or in nart. bv the ne�li,gence or � alle�ed negligence of Owner. its officers, servants. or emnloyees. Contractor likewise ' covenants and agrees to indemnify and hold harmless the Owner from and against any and all injuries to Owner's officers, servants and employees and any damage, loss or � destruction to property of the Owner arising from the performance of any of the terms and conditions of this Contract, whether or not anv such iniury or dama�e is caused in whole or in nart bv �he nePli�ence or a1leQed ne�liQence ofOwner. its o�'fcers, servants � - - Revised Pg, � � 6/04/99 � � � ' ' t ' ' � � �' �.. � � ' 1 � or employees.. 0 In the event Owner receives a written claim for damages against the Contractor or its subcontractors prior to final payment, final payment shall not be made until Contractor either (a) submits to Owner satisfactory evidence that the claim has been settled and/or a release from the claimant involved, or (b) provides Owner with a letter from Contractor's liability insurance carrier that the claim has been referred to the insurance carrier. The Director may, if he deems it appropriate, refuse to accept bids on other City of Fort Worth public work from a Contractor against whom a claim for damages is outstanding as a result of work performed under a City Contract. � Revised Pg, � �' 6/04/99 ' � ' � 0 � ' � 0� Part D- Specia.l Conditions a � . a �� 0 �a� a .o � � � � � L�. � I� L�J CI ��I i� � � I� � I■ L�JI I■I � � � P'�1RT D - SPE�IAL �O�NQITIC)NS D-1 AWARD OF CONTRACT ....................................................................................... SC-4 D-2 SUBMISSION OF CONTRACT DOCUMENTS ....................................................... SC-4 D-3 GENERAL ..................................:........................................................... ..... SG5 D-4 TAX EXEMPTIONS ................................................................................................ SC-7 D-5 PROJECT DESIGNATION .........................................................................:........... SC-7 D-6 EQUAL EMPLOYMENT PROVISIONS ..:............................................................... SC-7 D-7 PRE-CONSTRUCTION CONFERENCE ................................................................ SG7 D-8 COORDINATION MEETINGS ................................................................................ SG7 D-9 PROJECT ABANDONMENT .................................................................................. SG7 D-10 BREAKDOWN OF BID PROPOSAL ...................................................................... SC-7 D-11 INDEMNIFICATION ......................................................:........................................ SC-7 D-12 CONTRACTOR COMPLIANCE WITH WORKER'S COMPENSATION LAW ......... SC-B D-13 MINORITY AND WOMENS BUSINESS ENTERPRISE (M/WBE)COMPLIANCE...SC-10 D-14 CALENDAR DAY .................................................................................................. SC-12 D-15 SUBSIDIARY WORK ............................................................................................ SC-12 D-16 WAGE RATES ...................................................................................................... SC-12 D-17 � EASEMENTS AND PERMITS ................................................................................ SC-15 D-18 COORDINATION WITH FORT WORTH WATER DEPARTMENT ........................ SC-15 D-19 DAMAGE TO PRIVATE PROPERTY .................................................................... SC-15 D-20 SHOP DRAWINGS ............................................................................................... SC-15 D-21 CROSSING OF EXISTING 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 .................................................a.............................................................. 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 ............................................................................................... SC-19 D-33 CLEANUP FOR FINAL ACCEPTANCE ................................................................. SC-19 D-34 PROPERTY ACCESS ........................................................................................... SC-19 D-35 CONSTRUCTION SCHEDULE AND SEQUENCING OF WORK .......................... SC-19 ' D-36 SAFETY RESTRICTIONS - WORK NEAR HIGH VOLTAGE LINES ..................... SC-19 D-37 CONTRACTOR'S RESPONSIBILITY FOR DAMAGE CLAIMS ............................. SC-20 D-38 SANITARY FACILITiES FOR WORKERS ............................................................. SC-21 D-39 LEGAL RELATIONS AND RESPONSIBILITIES TO 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 ................................................................................... SC-22 D-43 PROJECT DESIGNATION SIGN ...............................................: .......................... SC-23 D-44 CONCRETE SIDEWALK AND DRIVEWAY REPLACEMENT ............................... SC-23 D-45 MISCELLANEOUS PLACEMENT OF MATERIAL ................................................. SC-23 D-46 TYPE ��C�. BACKFILL ............................................................................................. SG23 D-47 CRUSHED LIMESTONE BACKFILL ..................................................................... SG24 D-48 2:27 CONCRETE .................................................................................................. SG24 D-49 TRENCH EXCAVATION, BACKFILL AND COMPACTION ................................... SC-24 � os��a�ss SC-1 F�ART D - SPE�IAL CQNQITIQNS D-50 PAVEMENT REPAIR (E2-19) ............................................................................... SG25 D-51 TRENCH SAFETY SYSTEM FOR WATER DEPARTMENT PROJECTS ONLY... SC-26 D-52 SANITARY SEWER MANHOLES ......................................................................... SC-27 D-53 SANITARY SEWER SERVICES ........................................................................... SC-30 D-54 NOT USED ............................................................................................................ SC-31 D-55 REMOVAL, SALVAGE AND ABANDONMENT OF EXISTING FACILITIES.......... SC-31 D-56 DETECTABLE WARNING TAPES .............:.......... ........................ SC-33 ........................ D-57 PIPE CLEANING ...........................................:....................................................... SC-33 D-58 BARRICADES, WARNINGS AND FLAGMEN ....................................................... SC-33 D-59 DISPOSAL OF 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-CqNSTRUCTION TELEVISION INSPECTION OF SANITARY SEWERS . SC-39 D-66 SAMPLES AND Q�I.JALITY CONTROL TESTING .........:........................................ SC-40 D-67 TEMPORARY EROSION SEDIMENTS AND WATER POLLUTION CONTROL... SC-41 D-68 INGRESS AND EGRESS/ ACCESS TO DRIVES ................................................. SC-42 D-69 PROTECTION OF TREES, PLANTS AND SOIL ................................................... SC-42 D-70 SITE RESTORATION ........................................................................................... SC-42 D-71 STANDARD PRODUCT LIST ................................................................................ SC-42 D-72 STATE REVOLVING FUND (SRF) REQUIREMENTS .......................................... SC-43 D-73 TOPSOIL, SODDING AND SEEDING ................................................................... SC-43 D-74 CONFINED SPACE ENTRY PROGRAM .............................................................. SC-48 D-75 SUBSTANTIAL COMPLETION INSPECTION/FINAL INSPECTION .................... SC-48 D-76 EXCAVATION NEAR TREES ................................................................................ SC-49 D-77 CONCRETE ENCASEMENT OF SEWER PIPE ................................................... SC-50 D-78 CLAY DAM ............................................................................................•................ SC-50 D-79 EXPLORATORY EXCAVATION (D-HOLE) ........................................................... SC-50 D-80 INSTALLATION OF WATER FACILITIES ............................................................. SC-50 80.1 POLYVINYAL (CHLORIDE PVC) WATER PIPE ..............................................:..... SC-51 80.2 BLOCKING ....................�........................................................................................ SC-51 80.3 TYPE OF CASING PIPE ....................................................................................... SG51 80.4 TIE-INS ................................................................................................................. SG51 80.5 CONNECTION OF EXISTING MAINS .................................................................. SG51 80.6` VALVE CUT-INS ................................................................................................... SC-52 80.7 WATER SERVICES .............................................................................................. SC-52 80.8 2-INCH TEMPORARY SERVICE LINE ..................................................:.............. SC-54 80.9 ADJGST 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 .............................................................................t... SC-56 80.14 DUCTILE IRON AND GRAY IRON FITTINGS ...................................................... SC-56 D-81 SPRINKLING FOR DUST CONTROL ................................................................... SG57 D-82 DEWATERING ...................................................................................................... SG57 D-83 ' TRENCH EXCAVATION FOR DEEP TRENCHES ................................................ SC-57 D-84 TREE PRUNING ................................................................................................... SG57 � L� � � I `-I L'J I�� L-`_1 � u �I � � -��- ■� !j �1 0�,8,99 sc_2 . � a � � 1 1 1' � 1 � 1 1 1 1 � �� 1 � f� 1 D-85 D-86 PART D - SPEGIAL �QNDiT[QNS TREEREMOVAL ................................................................................................. SC-59 TESTHOLES ...................................................................................................... SC-59 � � � � 0��99 sc-3 PART D- S PECIAL C4NDTTIONS FOR: Main 390 Drainage Area Sanitary Sewer Systems Rehabilitation and Improvements (Group 6, Contract 1), Part 16, Unit 1- llOE 2431, LJnit 2- DOE 2432, Unit 3- DOE 2512; Project No.: PS46-070460410280 � D-1 AWARD>OF CONTRACT: The City reserves.the right to abandon without obligation to the contractor, any part of the project, or the entire project, at any time before the contractor begins any construction work authorized by the City. Award, if made, shall be to the responsive low bidder. The following shall apply for contract documents with multiple units of work. Each unit represents a separate project, each with an individual M/WBE specification and proposal section. The proposal sections are arranged to allow prospective bidders to submit bids on one unit, some of the units, or all of the units. Award of contract(s), if made, shall be to the responsive low bidder for each individual unit. If a contractor is the responsive low bidder on two units or more, a single set of contract documents consisting of all applicable units will be created and one single award of contract ,shall be made. The Contractor shall comply with the City's M/WBE Ordinance on each unit. Bidders shall submit individual and separate monthly M/WBE reports for each Unit included in the Contract. Construction time on all units will run concurrently.. For situations involving approved contract5 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 SUBNIISSION OF CONTRACT DOCUMENTS, CONSTRUCTION START TIME AND PRE-CONSTRUCTION SUBMITTALS: The contractor(s) shall execute and return the contract documents to the Depar�ment of Engineering within ten (10) working days after notification by the City. A Pre-Construction meeting date will be established and noted in the Letter to Contractor. The effective work order date will be set at the pre-construction conference. The contractor(s) shall be required to start construction on the project no later than ten (10) calendar working days after the pre-construction meeting date. The City shall begin to charge time on the project to the contractor eleven days after the pre-construction meeting date. Per City ordinance 11923, the contractor(s) shall submit the letters of intent or a copy of the agreements with the approved M/WBE subcontractor(s) at or before the pre=construction conference. To expedite M/WBE compliance contractors are strongly encouraged to submit the executed letters of intent (with M/WBE subcontractors) at the time of submittal of the UTILIZATION FORM or GOOD FAITH EFFORT FORM. The letter(s) must be signed by both parties. If the contractor(s) fails to submit the letter(s) or agreement(s), the contractor(s) will not be allowed to begin work. Time on the project will start to accumulate at the �nd 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 OS/18/99 SC-4 i� 0 LJ L�J � L�I � PART D - SPE�[AL CQNQlT[QNS Trench Safety Design (if required) . . Confined Space Entry Program Name and number of a responsible person for off hour emergencies Project schedule which must reflect a project completion date to be determined by the completion time period stipulated in the proposal section. The pre-construction conference is intended as a forum between tlie contractor and the appropriate City staff to go over the project in detail and to afford the contractor the opportunity to submit all the required documents listed above. If the contractor fails to submit any of the required documents, the contractor will not be allowed to begin work and time on the project will start to accumulate. . D-3 GENERAL: The order or precederice in case- of conflicts or discrepancies between various parts of the Contract Documents subject to the ruling of the Engineer shall generally, but not necessarily, follow the guidelines listed below: . 1. Plans � 2. Contract Documents 3. Special Conditions � The following Special Conditions .shall be applicable to this project and shall govern over any conflicts with the General Contract Documents under the provisions stated above. The Contractor shall be responsible for defects in this project due to faulty materials and � workmanship, or both, for a period of one (1) year from date of final acceptance of this project by the City Council of the City of Fort Worth and will be required to replace at his expense any part or all of this project which becomes defective due to these causes. � � l�J � � u I� The City reserves the right to abandon, without obligation to the Contractor, any part of the project, or th`e entire project, at any time before the Contractor begins any construction work authorized by the City. Contract, if awarded, shall be as described in "Award of Contract" above. Subject to modifications as herein contained, the -Fort Worth Water Department's General Contract Documents and General Specifications, with latest revisions, are made a part of the General Contract Documents for this project. The Plans, these Spe�ial Contract Documents and the rules, regulations, requirements, instructions, drawings or details referred to by manufacturers name, or identification include therein as specifying, referring or implying product control, performance, quality, or other shall be binding upon the contractor. The specifications and drawings shall be considered cooperative; therefore, work or material called for by one and not shown or mentioned in the other shall be accomplished or furnished in a faithful manner as though required by all. Any Contractor performing any work on Fort Worth water or sanitary sewer facilities must be pre- qualified with the Water Department to perform such work in accordance with procedures described in the current Fort Worth Water Department General Specifications, whi�h general specifications shall govern performance of all such work. o��siss SC-5 PART D - SPECIAL �QNDITIC)NS � � This contract and project, where applicable, may aiso be governed by the two following published specifications, except as modified by these Special Provisions: 1. STANDARD SPECIFICATIONS FOR STREET AND STORM DRAIN CONSTRUCTION - CITY OF FORT WORTH 2. STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION - NORTH CENTRALTEXAS A copy of either of these specifications may be purchased at the office of the Transportation and Public Works Director, 1000 Throckmorton Street, 2nd Floor, Municipal Building, Fort Worth, Texas 76102. The specifications applicable to each pay item are indicated by the call-out for the pay item by the designer. If not shown, then applicable published 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. Bi`dders 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: Pr,oposals actually filed with the Purchasing Manager cannot be withdrawn prior to the time set for opening proposals. A request for non-consideration of a proposal must be made in writing, addressed to the City Manager, and filed with him prior�to the time set for the opening of proposals. After all proposals not requested for non- consideration are opened and publicly read aloud, the proposals for which non-consideration requests have been properly filed 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 propnsals, provided such telegraphic communication is received by the Purchasing Manager prior to the said proposal opening time, and provided further, that the City Manager is satisfied that a written and duly authenticated confirmation of such telegraphic communication over the signature of the bidder was mailed prior to the proposal opening time. If such confirmation is not received within forty-eight (48) hours ,after the proposal opening time, no further consideration will be given to the proposal. o��aiss SC-6 I�! PART D - SPECIAL GONDITIONS �J � I�I � D-4 TAX EXEMPTIONS: This contract is issued by an organization which qualifies for exemption pursuant of the provisions of Article 20.04(F) of the Texas Limited Sales, Excise and Use Tax Act. All equipment and materials not consumed by or incorporated into the project construction, are subject to State sales tax under House Bill 11, . enacted August 15, 19�1. All such taxes shall be included in the various amounts , on the Proposal Form. The successful Bidder shall be required to submit a breakdown between labor and material costs prior to execution of the contract. D-5 PROJECT DESIGNATION: Construction under these Special Documents shall be performed under the Project•Designation: Project No. PS46-070460410280 � D-6 EQUAL EMPLOYIV�NT PROVISIONS: Contractor shall comply with City Ordinance Number 7278 as amended by City Ordinance Number 7400 (Fort Worth Ciry Code Sections 13- A-21 through 12-A-29) prohibiting discrimination in employment practices. � � The Contractor shall post the required notice to that effect on the project site, and at his request, will be provided assistance by the Ciry of Fort Worth's Equal Employment Officer who w�ll refer any qualified applicant he may have on file in his office to the Contractor. Appropriate notices may be acquired from the Equal Employment Officer. Q D-7 PRE-CONSTRUCTION CONFERENCE: Before the project work order is issued, a pre- construction conference shall be held with representatives of the following agencies present: City Engineering Department, City Water Department, City Public Works Department, other interested � City Departments (such as Traffic), interested utility companies (such as gas, telephone, :and electric), Design Engineer and the successful Contractor. Contractor shall submit a schedule of operations at the pre-construction conference. � I� � D-8 COORDINATION MEETINGS: For coordination purposes, weekly meetings at the job site may be required to maintain the project on the desired schedule. The Contractor shall be present at all meetings. D-9 . PROJECT ABANDONMENT: The City reserves the right to abandon, without obligation to the Contractor, any part of the project, or the entire project, at any tiine before the Contractor begins any construction work authorized by the City. � D-10 BREAKDOWN OF BID PROPOSAL: When requested by the Engineer, the Contractor shall furnish a cost breakdown of those bid items shown in the Proposal as lump sum items. This information is for use in the preparation of a recommendation to the City for award of contract. �� I, L�J D-11 INDEMNIFICATION: The Contractor agrees to fully indemnify and save whole and harmless the City, Owner and Engineer from all costs or damages arising out of any real or asserted claim or cause of action against it of any kind or character and in addition from any and all costs or damages arising out of any wrongs, injuries, demands or suits for damages, either real or asserted, claimed against it that may be occasioned by any act, omission, neglect or � misconduct of the said Contractor, his agents, servants and employees. The Contractor further agrees to comply with all applicable laws, regulations, ordinances, building and construction codes of the City of Fort Worth and State of Texas and with any regulations for the protection of workers which may be promulgated by the Government and shall protect such work with all OS/18/99 sC-% I'1 PART Q - SPEGIAL CQNDIT[ONS necessary lights, barriers, safeguards and warnings as are provided for in said specifications and in the ordinances of said City. D-12 CONTRACTOR COMPLIANCE WITH WORKER'S COMPENSATION LAW: A. Definitions: � 1. Certification of coverage ("certificate"). A copy of a certificate of insurance, a certificate of authority to self-insure issued by the comrnission, or a coverage agreement (TWCC-81, TWCC-82, TWCC-83, or TWCC-84), showing statutory workers' compensation insurance coverage for the person's or�entity's employees providing services on a project, for the duration of the project. 2. Duration of the project - includes the time from the beginning of the work on the project until the contractor's/person's work on the project has been completed and accepted by the governmental entity. 3. Persons providing services on the project ("subcontractor" in §406.096)- includes all persons or entities performing all or part of tfie services the contractor has undertaken to perform on the project, regardless of whether that person contracted directly with the contractor and regardless of whether that person has employees. This includes, without limitation, independent contractors, subcontractors, leasing companies, motor carriers, owner operators, employees of any such entity, or employees of any entity which furnishes persons to provide services on the project. "Services" include, without limitation,, providing, hauling, or delivering equipment or materials, or providing labor, transportation, or other services related to a project. "Services" does not include activities unrelated to the project, such as food/beverage vendors, office supply deliveries, and delivery 'of portable toilets. � B. The Contractor shall provide coverage, based on proper reporting of classification codes and payroll amounts and filing o� any coverage agreements, rivhich 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 government�l entity prior�to being awarded the contract. D. If the coverage period shown on the contractor's current certifcate 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 witfi 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 certificate persons providing services on the project; and u � L�J � � � L* 1 L*J Iwl � � � f �'I U � C�I beginning work on the project, so the a s of coverage showing coverage for all . CJ o��a�ss SC-8 � I! PART D - SPEGIAL C4NDITiC)NS � � I�l 2. No later than seven days after receipt by the contractor, a new certificate of coverage showing extension of coverage, if the coverage period shown on the current certificate of coverage ends during the duration bf the project. . F. The contractor shall retain all required certificates of coverage for the duration of the project and for one year thereafter. � G. The contraetor shall notify the governmental entity in writing by certified mail or personal � delivery, within ten (10) days after the contractor knew or should have known„ of any change that materially affects the provision of coverage of any person providing services on the project. � J '� LsJ � H. The contractor shall post on each project site a notice, in the text, form and manner prescribed by the Texas Worker's Compensation Commission, informing all persons providing services on the project that they are required to be covered, and stating how a person may verify coverage and report lack of coverage. I. The contractor shall contractually require each person with whom it contracts to provide services on a project, to: , 1. Provide coverage, based on proper reporting on classification codes and payroll amounts and filing of any coverage agreements, which meets the statutory requirements of Texas Labor Code, Section 401.011(44) for all of its employees providing services on the project, for the duration of the project; . 2. Provide to the Contractor, prior to that person begirining work on the project, a certificate � of coverage showing that coverage is being provided for all employees of the person providing services on the project, for the duration of the project; � 3. Provide the Contractor, prior to the end of the coverage period, a new certificate of coverage showing, extension of coverage, if the coverage period shown on the current certificate of coverage ends during the duration of the project; � u � u 4. Obtain from each other person with whom it coritracts, and provide to the Contractor: a.) A certificate of coverage, prior to the other person beginning work on the project; and b.) A new certificate of coverage showing extension of coverage, prior to the end of the coverage period, if the coverage period shown on the current certificate of coverage ends during the duration of the project. 5. Retain all required certificates of coverage on file for the duration of the project and for one year the�eafter. � 6. Notify the governmental entity in writing by certified mail or personal delivery, within ten (10) days after the person knew or should have known, of any change that materially affects the provision of coverage of any person providing services on the project; and � � o��s�ss SC-9 PART [� - SPE�IAL CQNQITIQNS 7. Contractually require each person with whom it contracts, to perform as required by paragraphs (1)-(7), with the certificates of coverage to be provided to the person for whom they are providing services. • 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 �ompensation coverage for the duration of the project, that the coverage will be based on proper reporting of classification codes and payroll amounts, and that all coverage agreements will be filed with the appropriate insurance carrier or, in the case of a self- insured, with the commission's Division of Self-Insurance Regulation. Providing false or misleading information may subject the contractor to administrative, criminal, civil penalties or other civil actions. � 9. The contractor's failure to comply with any of these provisions is a breach of contract by the contractor which entitles the governmental entity to declare the contract void if the contractor does not remedy the breach within ten days after receipt of notice of breach from the governmental entity. . . J. The contractor shall post a notice on each project site informing all persons providing services on the project that they are required to be covered, and stating how a person may verify current coverage and report failure to provide coverage. This notice does not satisfy other posting requirements imposed by the Texas Worker's Compensation Act or other Texas Worker's Compensation Commission rules. This notice must be printed with a title in at least 30 point bold type and text in at least 19 point normal type, and shall be in both English and Spanish and any other language common to the worker population. The text for the notices shall be the following text, without any additional words or changes: "REQUIRED WORKER'S COMPENSATION COVERAGE The law requires that each person working on this site or providing services related to this construction project must be covered by workers' compensation insurance. This includes persons providing, hauling, or delivering equipment or materials, or providing labor or transportation or other service related to the project, regardless of the identity of their employer or status as an employee." Call the Texas Worker`s Compensation Commission at (512)440-3789 to receive information on the legal requirement for coverage, to verify whether your employer has provided the required coverage, or to report an employer's failure to provide coverage". D-13 MINORITY AND WOMENS BUSINESS ENTERPRISE (M/WBE) COMPLIANCE: In accordance with City of Fort Worth Ordinance No. 11923, the City of Fort Worth.has goals for the participation of minority business enterprises and women business enterprises in City contracts. The Ordinance is incorporated in these specifications by reference. A copy of the Ordinance may be obtained'from the Office of the City Secretary. Failure to comply with the ordinance� shal� be a material breach of contract. o��siss SC-10 C� PART D - SPECIAL CC�NDiTiONS C�, �J The M/WBE UTILIZATION FORM, M/WBE GOALS WAIVER FORM AND GOOD FAITH EFFORT FORM, as applicable, must be submitted within five (5) city business days after bid opening. Failure to comply shall render the bid non-responsive. Upon request, contractor agrees to provide the City complete and accurate information regarding � actual work perFormed by a Minority or Women Business Enterprise (M/WBE) on the contract and payment thereof. Contractor further agrees to permit an audit and/or examination of any books, records or files in its possession that will substantiate the actual work performed by an MBE j`j ' and/or WBE. The misrepresentation of acts (other than a negligent misrepresentation) and/or the L� 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 ordinar�ces relating to false Q statement. Further, any such misrepresentation (other than a negligent misrepresentation) and/or commission of fraud will result in the Contractor being determined to be irresponsible and barred from participating in City work for a period of time of not less than three years. . The City will consider the contractor's performance regarding its M/WBE program in the � evaluation of bids. Failure to comply with the City's M/WBE Ordinance, or to demonstrate "good faith effort", shall result in a bid being rendered non-responsive to specifications. LJ � � � u l�� Contractor shall provide copies of subcontracts or co-signed letters of intent with approved M/V11BE subcontractors prior to issuance of the Notice to Proceed. Contractor shall also provide monthly reports on utilization of the subcontractors to the City's M/WBE office. - The Contractor may count first and second tier subcontractors and/or suppliers toward meeting the goals. The Contractor may count toward its goal a portion of the total dollar amount of the contract with a joint venture equal to the percentage of the M/WBE participation in the joint venture for a clearly defined portion of the work to be performed. All M/WBE. contractors used in meeting the goals must be certified prior to the award of the Contract. The M/WBE contractor(s) must be certifed by either the North Central Texas Regional Certification Agency (NCTRCA) or Texas Department of Transportation (TxDOT), Highway Division and must be located in the nine (9) county marketplace at time of bid. The Contractor shall contact all such M/WBE subcontractors or suppliers prior to listing them on the M/WBE utilization or good faith effort forms as applicable. Failure to contac� the listed M/VI/BE subcontractor or supplier prior to bid opening may result in the rejection of bid as non-responsive. ° Whenever a change order affects the work of an M/WBE subcontractor or supplier, the M/WBE D ' shall be given an opportunity to perform the work. Whenever a change order exceeds 10% of the original contract, the M/WBE coordinator shall determine the goals applicable to the work to� be performed under the change order. L�I LJ I�� During the term of the contract the contract shall: Make no unjustified changes or deletions in it's M/WBE participation commitments submitted with or subsequent to the bid, and, 2. If substantial subcontracting and/or su�stantial supplier opportunities arise during the term of the contract which the contractor had represented he would perform with his forces, the contractor shall notify the City before subcontracts or purchase orders are let, and shall be required to comply with modifications to goals as determined by the City, and , ao��8,99 SC-11 PART D - SRE�IAL CO►ND(TIONS 3. Submit a REQUEST FOR APPROVAL OF CHANGE FORM, if the contractor desires to ch�nge or delete any of the M/V1/BE 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. Failur.e of Subcontractor to provide required general liability of other insurance. c. Failure of Subcontractor to execute 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 day of the week or month. The Contractor will not be allowed to work on Sundays or any holidays observed by th�e 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 aitem for bi�� 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 �ategory of subsidiary work. D-16 WAGE RATES: The labor classifications and minimum wage rates set forth herein have been predetermined by the City Council of the City of Fort Worth, Texas, in accordance with statutory requirements, as being the prevailing classifications and rates that 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 CONSTRUCTIO�I PREVAILING WAGE RATE FOR 1995 CLASSIFICATION Air Tool Operator Asphalt Raker RATE $7.554 $8.565 CLASSIFICATION Form Liner Form Setter (Pav & Curb) RATE $8.913 $8.686 o��siss SC-12 � � � � ' � � � � � � � � � � � 1 1 i Asphalt Shoveler Batching Plant Weigher Batterboard Setter Carpenter • Concrete Finisher (PAV) Concrete Finisher (STRS) Concrete Rubber � Electrician Flagger Form Builder (STRS) 0 P'ART D - SPE�IAL C�NDiT14NS $8.255 $9.371 $8.920 $9.447 $9.345 $9.058' $7.733 $12.761 $5.598� $8.717 05/18/99 SC-13 Form Setter (Structures) Laborer, Common Laborer, Utility Mechanic Oiler Servicer Piledriver Pipelayer Blaster $8.427 $6.402 $7.461 $10.658 $8.698 $8.104 $7.500 $8.509 $11.333 F'ART Q - SPE�IAL CQNDIi'ION� CLASSIFICATION RATE CLASSIFICATION POWER EQUIPMENT OPERATORS Asphalt Distributor $8.404 Asphalt Paving Machine $9.053 Broom or Sweeper Operator $7.908 Bulldozer, 150 HP or Less $8.703 Bulldozer, Over 150 HP $9.160 Concrete Paving Curing Mach.$8.213 Concrete Pav Finishing Mach. $9.453 Concrete Paving Form Grader$8.500 Concrete Paving Joint IVlach. $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 '/Z cy & Over) $10.517 Crushing or Scrng Plt Opr. $9.500 Elevating Grader Foundation Drill Oper. (Crawler Mounted) $10.000 Foundation Drill Operator (Truck Mounted) $11.138 Foundation Drill Opr Helper Front Ent Loader (2 %2 CY or Less) $8.823 Front Ent Loader (Over 2'/z CY) $9.311 Hoist (Double Drum & Less) $8.917 Milling Machine Operator $6.650 Mixer (Over 16 CF) $9.000 Mixer (16 CF & Less) $7.913 Mixer - Concrete Paving $9.500 Motor Grader Operator (Fine Grade) $10.346 Motor Grader Operator $9.891 Pavement Marking Machine $6.402 Posthole Driller Operator Roller, Steel Wheel (Plant-Mix Pavements) Roller, Steel Wheel (Flatwheel or Tamping) Roller, 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 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/Float Truck Driver - Transit Mix Truck Driver - Winch Vibrator Operator Welder RATE $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 $9.218 $11.548 $16.300 $11.436 $6.988 . $6.402 $6.402 $7.465 $8.067 $7.816 $9.653 $7.507 $8.200 $7.000 $10.459 o��aiss SC-14 �i � lJ � PART Q - SPE�IAL' CQNDlTiON� D-17 EASEMENTS AND PERMITS: The performance of this contract requires certain temporary construction, right-of-entry agreements, and/or permits to pertorm work on private property. The City has attempted to obtain the temporary construction and/or right-of-entry agreements for a properties where construction activity is necessary on City owned facilities, such as sewer lines or manholes. For locations where the City was unable to obtain the easement or right-of-entry, it shall be the Contractor's responsibility to obtain the agreement prior to beginning work on subject a property. This shall be. subsidiary to the contract. The agreements which the City has obtained are available to the Contractor for review by contacting the pla'ns desk at the Department of Engineering, City of Fort Worth. Also, it shall be the responsibility of the Contractor to obtain a written permission from property owners to perform such work as cleanout repair and sew�r service replacement on private property. Contractor shall adhere to all requirements of Paragraph C6-6.10 of the General Contract Documents. The Contractor's attention is directed to Q the agreement terms along with any special conditions that may have been imposed on these agreements, by the prope►ty owners. �� The easements and/or private property shall be cleaned up after use and restored to its original condition or better. In event additional work room is required by the Contractor, it shall be the Contractor's responsibility to obtain written permission from the property owners involved for the use of additional property required. No �dditional payment will be allowed for this item. � The City has obtained the necessary documentation for railroad and/or highway permits required Q for construction of this project. The Contractor shall be responsible for complying with all provisions of such permits and shall pay any and all costs associated with tl�e permit(s). It is the Contractor's responsibility to provide the required flagmen and/or provide payment to the � appropriate railroad/agency for all flagmen during construction in railroad/agency right-of-way. Any and all costs associated with compliance with permits(s) including payment for flagmen shall be subsidiary to the project price. • No additional payment will be allowed for this item. � Cli � � L�'J L�J LI' D-18 COORDINATION WlTH FORT WORTH WATER DEPARTMENT: During the construction of this project, it will be necessary to deactivate, for a period of time, existing lines. The Contractor shall be required to coordinate with the Water Department to determine the best times for deactivating and activating those lines. D-19 DAMAGE TO PRIVATE PROPERTY: The Contractor shall immediately repair or,replace any damage to private property, including but not limited to fences, walls, pavement and water and sewer services, at no cost to the Owner. This shall be subsidiary to the contract and not a separate pay item. D-20 SHOP DRAWINGS: Shop drawings shall be submitted by the Contractor to the Construction Engineer, for all equipment and materials for this project. Contractor shall submit seven (7) copies of shop drawings, layouts, manufacturer's data and material schedules as may be required by the Engineer for his review. Such review by the �Engineer shall include checking for general conformance with the design concept of the project and general compliance with information given in the General Contract Documents. Indicated action by the Engineer, which may result from his review, shall not constitute concurrence with any deviation from the plans and specifications unless such deviations are specifically identified by the method described below, and further shall not relieve the Contractor of responsibility for errors or omissions in the o��a�ss SC-15 PART Q - SPECtAL GONDIT[�NS submitted data. Processed shop drawing submittai are not change orders. The purpose of submittals, by the Contractor, is to demonstrate that the Contractor understands the design concept, and that he demonstrates his understanding by indicating which equipment and materials he intends to furnish and install, and by detailing the fabrication and inst�`llation methods he intends to use. If deviations, discrepancies or conflicts between submittals and the design drawings and/or specifications are discovered, either prior to or after submittals are processed, the design drawings. and specifications shall govern. The Contractor shall be responsible for all dimensions which are to be confirmed and correlated at the job site, fabrication processes and techniques of construction, coordination of his work with that of other trades and satisfactory performance of his work. The Contractor shall check and verify all measurements and review submittals prior to being submitted, and sign or initial a statement included with the submittal, which signifies compliance with the plans and specifications and dimensions suitable for the application. Any deviation from the specified criteria shall be ex�ressly stated in writing in the submittal. � Shop drawings shall be submitted for the following items prior to installation: 1. All pipe 2. Reinforced steel fabrication for structures 3. Cast Iron structural appurtenances Shop drawings must be approved by the Engineer prior to the start of work. D-21 CROSSIN� OF EXISTING UTILITIES: Where a proposed water line crosses over a sanitary sewer or sanitary sewer service line and/or proposed sewer line crosses over a water line and the clear�vertical distance is less than 9 feet barrel to barrel; the sanitary sewer or sanitary sewer service line shall be made 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 iterp. D-22 EXISTING UTILITIES AND IMPROVEMENTS: The plans show the locations of all known surfiace 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. Ft 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 �elocation of all utility poles, gas lines, telephone cables, utility services, water mains, sanitary sewer lines, electrical cables, drainage pipes, and all other utilities and structures both above and below ground during construction. The Contractor is liable for all damages done to such existing facilities as a result of his operations and any and all cost incurred for the protection and/or temporary relocation of such facilities shall be included in the cost bid per linear foot of pipe installed. NO ADDITIONAL COMPENSATION WILL BE ALLOWED. o��aiss SC-16 � PART Q - SPECIAL CQNDITl4NS a � � Where existing utilities or service lines are cut, broken or damaged the Contractor shall replaee or (� repair the utilities or service lines with the same type of original material and construction, or �..� better, unless otherwise shown or noted on the plans, at his own cost and expense. The Contractor shall immediately notify the Owner of the damaged utility or service line. He shall � cooperate with the Owners of all utilities to locate existing underground facjlities and notify the Engineer of any conflicts in grades and alignment. � Any and all permanent structures such as parking lot surface, fencing, and like structures shall be replaced at no cost to the City by material of equal value and quality as that damaged. a In case it is necessary to change or mov� the property of any Owner of a public utility, su�h property shall not be moved or interfered with until ordered to do so by the Engineer. The right is reserved to the owner of public utilities to enter upon the limits of the project for the purpose of � making such changes nr repairs of their property that may be made necessary by performance of #his contract. � LJ The utility lines and conduits shown on the plans are for information only and are not guaranteed by the City of the Engineer to be accurate as to extent, location, and depth; they are shown on the plans as the best information available at the time of design, from the owners of the utilities involved and from evidences found on the ground. . D-23 CONSTRUCTION TRAFFIC OVER PIPELfNES: It is apparent that certain construction � vehicles could exceed the load bearing capacity of the pipe under shallow bury conditions. It will be the responsibility of the Contractor to protect both the new line and the existing lines from these possibly excessive loads. The Contractor shall not, at any time, cross the existing or new � pipe with a truck delivering new pipe to the site. Anv damaae to the existing or new pipe will be repaired or replaced by the Contractor, at the Contractor's expense, to the satisfaction of the City. � In locations where it is not permissible to cross the existing or proposed pipes without additional protection the Contractor may elect to provide additional protection of the pipes so that 'more frequent crossings of the pipes are allowed. It still is, however, the responsibility of the � Contractor to repair any damage to the existing or proposed lines, if the damage results from any phase of his construction operation. � � � LJ 'J J D-24 TRAFFIC CONTROL: The Contractor shall be responsible for providing traffic. control during the construction of this project consistent with the provision set forth in the "1980 Texas Manual on Uniform Traffic Control Devices for Streets and Highways" issued under the authority of the "State of Texas Uniform Act Regulating Traffic on Highways," codified as Article 6701d Vernon's Civil Statutes, pertinent sections being Section Nos. 27, 29, 30 and 31. In addition, the Contractor shall comply with City of Fo�t Worth, Texas, February 1979, Traffic Control Handbook for Construction and Maintenance Wqrk Areas. 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/Public Works Department, Signs and Markings Division, (Phone Number 871-8100) to remove the sign. In the case of regulatory signs, the Contractor must replace the permanent sign with a temporary sign meeting the requirements of the above-referenced manual and such temporary sign must be o��a�ss SC-17 I�ART Q - SPE�I�L C4NDIT14NS installed p�ior to the removal of the permanent sign. If the temporary sign is not installed correctly or if it does not meet the required specific�tions, the permanent sign shall be left in place until the temporary sign requirements are met. When construction work is completed to the extent that the permanent sign can be reinstalled, the Contractor shall again contact the Signs and Markings Division to r,einstall the permanent sign and shall leave his temporar�r 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=#o the unit prices for this project. D-25 PAYMENT: removing of existing follows: L=J ��J -��- �� I � I�] Payment for all work and material involved in �alvaging, abandoning, and/or facilities shall be included in the linear foot bid price of the pip� except as � 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 operation. D-26 DELAYS: The Contractor shall receive no compensation for delays or f�indrances 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 1lVarning and/or Detour Signs," Item 524, and/or as shown on the plans. Construction signing and barricades shall conform with "1980 Texas Manual on Uniform Traffic Control Devices, Vol. No. 1" or latest edition there of. o��8iss SC-18 � 0 � � ;� '`�� PART D - SPE�IAL �(�NDlT14NS D-29 EXAMINATION OF SITE: It shall be the responsibility of .the prospective bidder to visit the project site and make such examinations and explorations as may be necessary to determine all conditions which may affect consttuctit�n of this project. Particular attention should be given to methods of providing ingress and egress to adjacent private and public properties, procedures for protecting existing improvements and disposition of all materials to be removed. Proper consideration should be given to these details during the �preparation of the Proposal and all unusual conditions which may give rise to later contingencies should be brought to the attention of the Owner prior to the submission of the Proposal. D-30 ZONING COMPLIANCE:, During the construction of this project, the Contractor shall comply with present zoning requirements of the City of Fort Worth in the use of vacant property for storage purposes. . D-31 WATER FOR CONSTRUCTION: Water for construction will be{ furnished by the Contractor at his own expense. � D-32 WASTE MATERIAL: All waste material shall become the property of the Contractor and � shall be disposed of by the Contractor at locations approved by the Engineer. All material shall be disposed of in such a manner as to present a neat appearance and to not obstruct proper drainage or to cause,injury to street improvements or to abutting property. � � � I�� L�J � � D-33 CLEANUP FOR FINAL ACCEPTANCE: Final cleanup work shall be done for this project as soon as all construction has been completed. No more than seven days shall elapse after completion of construction before the roadway, right-of-way, or easement is cleaned up to the satisfaction of the Engineer. The Contractor shall make a final cleanup of all parts of the work before acceptance by the City-of Fort Worth or its.representative. This cleanup shall include removal of all objectionable rocks, pieces of asphalt or �concrete and other construction materials, and in ,general preparing the site of the work in an orderly manner and appearance. Final acceptance of the completed project work shall be given by the City of Fort Worth Department of Er�gineering.• D-34 PROPERTY ACCESS: Access to adjacent property shall be maintained at all times unless otherwise directed by the Engineer. D-35 CONSTRUCTION SCHEDULE AND SEQUENCING OF WORK: Prior to executing the Contract, it shall be the responsibility of the Contractor to �furnish a schedule outlining the anticipated time for each phase of construction with starting and completion dates, including sufficient time being allowed for cleanup. . D-36 SAFETY RESTRICTiONS - WORK NEAR HIGH VOLTAGE LINES: The following procedures will be followed regarding the subject item on this contract: 1. A warning sign not less than five inches by seven inches, painted yellow with black letters that are legible at twelve feet shall be placed inside and outside vehicles such as cranes, derricks, power shovels, drilling rigs, pile drivers, hoisting equipment or similar apparatus. The warning sign shall read as follows: "WARNING - UNLAWFUL TO OPERATE THIS EQUIPMENT WITHIN SIX FEET OF HIGH VOLTAGE LINES." Qo��siss SC-19. PART D - SPEGIAL �ONQITI(aNS 2. Equipment that may be ope�rated within ten feet of high voltage lines shall have insulating cage-type of guard about the boom or arm, except back hoes or dippers, and insulator links on the lift hook connections. 3. When necessary to work within six feet of high voltage electric lines, notification shall be given the power company (Texas Utility Electric) who will erect temporary mechanical barriers, de-energize the lines, or raise or lower the lines. The work done by the power company shall not be at the expense of the City of Fort Worth. The notifying department shall maintain an accurate log of all such calls to Texas Utility Electric, and shall record action taken in each case. 4. The Contractor is required to make arrangements with the Texas Electric Service company for the temporary relocation or raising of high voltage lines at the Contractor's sole cost and expense. 5. No person 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 CLAIMS: The Contractor covenants and agrees to indemnify, hold harmless and defend the City, and their officers, agents servants or employees, and/or owners of the units and lot abutting the �units in this contract from and against any and all claims for damages or injuries, ic�cluding death, to any and all persons or property, of whatsoever kind of character, whether real or asse�ted, arising out of or incident to the �services relating to the project to be performed by said Contractor, its officers, agents, servants or employees, under the terms and conditions of this Contract, whether or not caused by negligence on the part of the City, or their officers, agents, servants or employees; an° said Contractor does hereby covenant and agree to assume all liability and responsibility of City for injuries, claims or suits for damages to any and all persons or property, of whatsoever kind or character, occurring during the term of this agreement and arising out of or by reason of service, covenants or agreements performed by said Contractor, its officers, agents, servants or employees, Contractor likewise covenants and agrees to, and does hereby, indemnify and hold harmless the City from and against any and all injuries,or damages to property of City during the performance of any of the terms and, conditions of this Contract, whether arising out of or in connection with or resulting from any and all acts or omissions of the City, their officers, agents, servants, or employees, or caused by' negligence on the part of City, or their officers, agents, servants employees and/or owners of the units and lots abutting the units in this contract. � In the event a written claim for damages against the Contractor remains unsettled at the time all work on the project has been completed to the satisfaction of the Director for the Dep�rtment of Engineering, as evidenced by a final inspection, final payment to the Contractor shall not be recommended by the Director of Department of Engineering for a period of 30 days after the date of such final inspection, unless the Contractor shall submit written evidence satisfactory to the Director that the claim has been settled and a release has been obtained from the claimant involved. Although the claim concerned remains unsettled as of the expiration of the above 30-day period, the Contractor may be deemed to be entitled to a semi-final payment for work completed, such semi-final payment to be in an amount� equal to the total dollar amount then due less the dollar value of any written claims pending against the Contractor arising out of the perFormance of such work, and such semi-final payment may then be recommended by the Director. o��a�ss SG20 � PART D - SPECIAL ��QNDITiQNS � � . The Director shall not recommend final payment to a Contractor against whom such a claim for a damages is outstanding for a period of six months following the date of the acceptance for the work performed unless the Contractor submits evidence in writing satisfactory to the Director that: � L!� 1. The claim has been settled and a release has been obtained from the claimant involved, or 2. Good faith efforts have been made to settle such outstanding class, and such good faith efforts have failed. � If condition (1). above is met at any time within the six-month period, the Director shall recommend that the final payment to the Contractor be made. If condition (2) above is met at any time within the six-month period, the Director may recommend that the final payment to the � Contractor be made. At the expiration of the six-month,period, the Director may recommend that final payment be made if all other work has been performed and all other obligation of the Contractor have been met to the satisfaction of the Director. '� u The Director may, if he deems it appropriate, refuse to accept bids on other Department of Engineering contract work from a Contractor against whom a claim for damages is outstanding as a result of work performed under a City contract or under a developer-let contract for City of Fort Worth street and/or storm drainage facilities. � � D-38 SANITARY FACILITIES FOR WORKERS: The Contractor shall provide all necessary sanitary eonveniences for the use of workers at the project site. Specific attention is directed to this requirement. � � L�J l�� C �, D-39 LEGAL RELATIONS AND RESPONSIBILITIES TO THE PUBLIC: The Contractor's particular attention is directed to the requirements of Item C-6-6, "Legal Relations and Responsibilities to the Public" of the Fort Worth General Conditions. D-40 RIGHT TO qUDIT: A. Contractor agrees that tlie City shall, until the expiration of three (3)�years after final payment under this contract have access to and the right to examine .and photocopy any directly pertinent books, documents, papers and records of the Contractor involving transactions relating to this contract. Contractor agrees that the City shall have access during normal working hours to all necessary Contractor facilities and shall be provided adequate and appropriate work space in order to conduct audits in compliance with the provisions of this section. l�he City shall give Contractor reasonable advance notice of intended audits. B. Contractor further agrees to include in all its subcontracts hereunder a provision to the effect that the subcontractor agrees that the City shall, under the expiration of three (3) years after final payment under the subcontract, have access to and the right to examine and photocopy any directly pertinent books, documents, papers and records of such subcontractor, involving transactions to the subcontract, and further, that City shall have access during normal working hours to all subcontractor facilities, and shall be provided adequate and appropriate work space, in order to conduct audits in compliance with �the provisions of this article together with � o��a�ss SC-21 F'ART Q - SPE�I,�L Ct�NDIT[ONS subsection (c) hereof audits. City shall give subcontractor reasonable advance notice of.intended C. Contractor and subcontractor agree to photocopy such documents as may be requested by the City. The City agrees to reimburse Contractor for the� cost of copies as follows: 1. copies and under - 10 cents per page • . 2. more than 50 copies - 85 cents for the first page plus fifteen cents for each page thereafter D=41 INCREASE OR DECREASE IN QUANTITIES: The quantities shown in the proposal are approximate. It is the Contractor's sole responsibility to verify all pay item quantities prior_ to submitting a bid. When the quantity of the work to be done or materials to be furnished under any pay item of the contract is more than 125% of the quan#ity stated in the contract, whether stated by Owner or by Contractor, then either party to the contract, upon demand, shall be entitled to negotiate for revised consideration on the portion of work above 125% of the quantity in the contract. . When the quantity of the work to be done or materials to be furnished under any pay i�tem 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. In the event Owner and 'Contractor are unable to agree on a negotiated price, Owner and Contractor agree that the consideration will be the actual field cost of the work plus 15% as described herein below, agreed upon in writing by the Contractor and Director of Department of Engineering and Contractor and Director of Department of Engineering and approved by 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 dqing 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% of the actual field cost to be paid to the Contractor shall cover and compensate him for profit, overhead, general supervision and field office expense, and all other elements of cost and expense not embraced within the actual field cost as herein specified. Upon request, the Contractor shall provide the Director of Department of Engineering access to all accounts, bills and vouchers relating thereto. D-42 CUTTING OF CONCRETE: When existing concrete is cut, such cuts shall be made with a conci�ete saw. All sawing shall be subsidiary to the unit cost of the respective item. o��aiss SC-22 � I`�� LJ !1 �� PART Q - SPE�IAL GQNDITI4NS. D-43 PROJECT DESIGNATION SIGN: Project signs are r.equired at all locations. It shall be in accordance with the attached Figure 30 (dated 9-18-96). The signs may be mounted on skids or posts. The exact locations and metl�ods of mounting shall be approved by the Engineer. In addition to the 4' x 8' project signs, project signs shall be attached to barricades used where manhole rehabilitation or replacement is being conducted. � Signs suspended from barricading shall be placed in such a way that signs do not interfere with reflective paint or coloring on the barricades. Barricade signs shall be in accordance with Figure 30, except that they shall be 1'-0" by 2'-0" in size. The information box shall have the following information: For Questions on this Project Call: (817)871-8306 M-F 7:30 am to 4:30 p.m. a or (817)871-8300 Nights and Weekends � Any and all cost for the required materials, labor, and equipment necessary for the furnishing of Project Signs shall be considered as a subsidiary cost of the project and no additional compensation will be allowed. f� � � � I'� � u LJ � �� C�'� D-44 CONCRETE SIDEWALK AND DRIVEWAY REPLACEMENT: At locations in the project where mains are required to be placed under existing sidewalks and/or driveways, such sidewalks and/or driveways shall be completely replaced for the full existing width, between existing construction or expansion joints with 3000 psi concrete with reinforcing steel on a sand cushion in accordance with City of Fort Worth Transportation/Public Works Department Standard Sp.ecifications for Construction, Item 504. At locations where mains are required to be placed under existing curb and gutter, such curb and gutter shall be replaced to match type and geometry of the removed curb and gutter shall be installed in accordance with City of Fort Worth Public Works Department Standard Specification for Construction, It2m 502. Payment for cutting, backfill, required, shall be included driveway repair. concrete, forming materials and all other associated appurtenances n the square yard price of the bid item for concrete sidewalk or D-45 MISCELLANEOUS PLACEMENT OF MATERIAL: Material has been allocated under various bid items in the Proposal to establish unit prices for miscellaneous placement of material. These materials shall be used only when directed by the Engineer, depending on field conditions. Payment for miscellaneous placement of material will. be made for only that amount of material used, measured to the nearest one-tenth unit. Payment for miscellaneous placement of material shall be in accordance with the General Contract Documents regardless of the actual amount used for the project. D-46 TYPE "C" BACKFILL: Excavated material used for Type "C" backfill .must be mechanically compacted unless the Contractor can furnish the Engineer with satisfactory evidence the P.I. of the excavated material is less,then 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 Iocation and depth of the various test holes. If excavated material is obviously granular in nature, containing little or no plastic material, the Engineer may waive the test report requirement. o��a�ss SG23 PART L� - SPE�(AL �QNDITIONS See E-1.24, Type "C" Backfill, and E2.11 Trench Backfill.** * Revised 3/20/81 "* Revised 4/20/81 D-47 CRUSHED��LIMESTONE BACKFILL: Where specified on the plans or directed by the Engineer, Crushed Limestorie shall be used for trench backfill on this project. The material shall conform to Public Works Standard Specifications for Street and Storm Drain Con,struction Division 2 Item 208.2 - Materials and Division 2 Item 208.3 - Materials Sources. Trench backfill and compaction shall meet the requirements of E2-2 Excavation and Backfill, Construction Specifications, General Contract Documents. Payment for crushed limestone backfill in place shall be made at the unit price bid in the Proposal multiplied by the quantity of material used measured in accordance with E2-2.16 Measurement of Backfill Materials, Construction Specifications, General Contract Documents. D-48 2:27 CONCRETE: Transportation and Public Works Department typical sections for Pavement and Trench Repair for Utility Cuts Figures 1 through 5 refer to using 2:27 Concrete as base repair. Since this call-out includes the word "concrete", the consistent interpretation of the Transportation and Public Works Department is that this ratio specifies tvvo (2) sacks of cement per cubic yard of concrete. D-49 TRENCH EXCAVATION, BACKFILL, AND COMPACTION: Trench excavation and backfill under parking lots, driveways, gravel surfaced roads, within easements, and within existing or future R.O.W. shall be in accordance with Section E1-2 Backfill and E2-2 Excavation and Backfill of the General Contract Documents and Specifications except as specified herein. A. TRENCH EXCAVATION: In accordance with Section E2-2 Excavation and Backfill, if the stated maximum trench widths are exceeded, either through accident or otherwise, and if the Engineer determines that the design loading of the pipe will be exceeded, the Contractor will be required to support the pipe with an improved trench bottom. The expense of such remedial measures shall be entirely the Contractor's own. All trenching operations shall be confined to the width of permanent rights-of-way, p,�rmanent 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 report requirement. See E1-2.3, Type "C" or "D" Backfill, and E2-2.11 Trench Backfill for additional requirements. When Type "C" backfill material is not suitable, at the direction of the Engineer, Type "B" backfill material shall be used. In general, all backfill material for trenches in existing paved streets shall be in accordance with Figure(s) A, B, C, or D. Sand material o��a�ss SG24 C 0 li� J I•� l'�I !`I i j� U � � � �'� � � � � I`�I ,PART Q - SPEG�AL GC�NDITIONS specified in Figure(s) A-D shall be obtained from an approved �ource and shall consist of durable particles free of thin or elongated pieces, lumps of clay, soil, loam or vegetable matter and shall meet the following gradation: Size Sieve % Retained #4 � 0-5 #16 0-20 #50 0-50 #100 60-95 #200 90-100 (P.I. = 8 or less) C. TRENCH COMPACTION: All trench backfill shall be placed in lifts per E2-2.9 Backfill. Trenches which lie outside existing or future pavements shall be compacted to a minimum of 90% Standard Proctor Density (A.S.T.M. D698) by means of �amping only. Trenches which lie under existing or future pavement shall be backfilled per Figure A with 95% Standard Proctor Density by jetting, mechanical tamping, or a combination of inethods. �ackfill material to be mechanically tamped must �be within +-4% of its optimum moisture content. The top two (2) feet of sewer line trenches and �the top eighteen (18) inches of water line may be rolled in with heavy equipment tires, provided it is placed in lifts appropriate to the material being u'sed and the operation can be performed without damage to the installed pipe. The City, at its own expense, will perform trench compaction tests per A.S.T.M. standards on all trench backfill. Any retesting required as a result of failure to compact the backfill material to meet the standards will be at the expense of the Contractor and will be billed at the commercial rates as determined 6y the City. These soil density tests shall be performed at two (2) foot vertical intervals beginning at a level two (2) feet above the top of the installed pipe and continuing to the top of the completed backfill at intervals along the trench not to exceed 300 linear feet. The Contractor will be responsible for providing access and trench safety system to the level of trench backfill to be tested. No extra compensation will be allowed for exposing the backfill layer to be tested or providing trench safety system for tests conducted by the City. D. MEASUREMENT AND PAYMENT: All material, including any and all Type "B" backfill, and labor costs of excavation and backfill will be included in the price bid per linear foot of water and sewer pipe. , D-50 PAVEMENT REPAIR (E2-19�: The unit price bid under the appropriate bid item of the � proposal shall cover all cost for providing pavement repair equal to or superior in composition, thickness, etc., to existing pavement as detailed in the Public Works Department typical sections for Pavement and Trench Repair for Utility Cuts, Figures 1 through 5. � � o��8iss SC-25 PART D - SPE�IAL CONL�ITIQNS All required paving cuts shall be made with a concret� saw in a true and straight line on both sides of the trench, a minimum of twelve (12) inches outside the trench wall�. The trench shall be backfilled and the top nine (9) inches shall be filled with required materials as shown on paving details, compacted and level with the finished street surface. This finished grade shall be maintained in a serviceable condition until the paving has been replaced. All residential driveways shall be accessible at night and over weekends. It has been deterrhined by the Transpo�tation and Public Works Department that the strip of existing HMAC pavement between the existing gutter and the edge of the trench pavement repair will not hold ,up if such strip of existing pavement is two (2) �eet or less in width. Therefore, at the locations in the project where the trench wall is three (3) feet or less from the lip of the existing gutter, the Contractor shall be required to remove the existing paving to such gutter. The pavement repair shall then be made from a minimum distance of twelve (12) inches outside the trench wall nearest the center of the street to the gutter line. � The pavement shall be replaced within a maximum of five (5) working days, providing job placement conditions will permit repaving. If paving conditions are not suitable for repaving, in the opinion of the Owner, the repaving shall be done at th� 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 SYSTEM"FOR WATER DEPARTMENT PROJECTS ONLY: A. GENERAL: This specification covers the trench safety requirements for all trench excavations exceeding depth of five (5) feet in order to protect worker"s. 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 seale� by a Registered Professional Engineer licensed in Texas. B. STANDARDS: The latest version of the U.S. Department of Labor, Occupational Safety and Health Administration Standards, 29 CFR Part 1926, Sub-Part P- Excavations, are hereby made a part of this specification and shall be the minimum governing requirements for trench safety. . C. DEFINITIONS: 1. TRENCHES - A trench is referred to as a narrow excavation made below the surface of the ground in which the depth is greater than the width, where the width measured at the bottom is not greater than fifteen (15)'feet. 2. BENCHING SYSTEM - Benching means excavating the sides of a trench to form one or a series of horizontal level or steps, usually with vertical or near-vertical surfaces between levels. o��aiss SC-26 i� u I1 � �' i!J PART Q - SPECIAL CQNQfTIQNS 3. SLOPING SYSTEM - Sloping means excavating to form sides of a trench that are inclined away from the excavation. 4. SHIELD SYSTEM - Shields used in trenches are generally referred to as "trench boxes" or "trench shields". Shield means a structure that is able to withstand the forces imposed on it by a cave-in and protect workers within the structure. Shields can be permanent structures or can be designed to be portable and move along as the work progresses. Shields can be either pre-manufactured or job-built in accordance with OSHA standards. 5. SHORING SYSTEM - Shoring means a structure such as a metal hydraulic, mechanical or timer system that supports the sides of a trench and which is designed to prevent cave- ins. Shoring systems are, generally comprised of cross-braces, vertical rails, (uprights), horizontal�rails (wales) �nd/or sheeting. � D. MEASUREMENT - Trench depth is the vertical measurement from the top of the existing ground to the bottom of the pipe or structures. The quantity of trench safety systems shall be based on the linear foot amount of trench depth greater than five (5) feet. � � � � � L�J � !�I I^� U ,� � E. PAYMENT - Payment shall be full compensation for safety system design, labor, tools, materials, equipment and incidentals necessary for the installation and removal of trench safety systems. D-52 SANITARY SEWER MANHOLES: A. GENERAL: The installation, replacement, and/or rehabilitation of sanitary sewer,manholes will be required as shown on the plans, and/or as described in these Special Contract Documents in addition to those located in the �field and identified by the Engineer. All manholes shall be in accordance with sections E1-14 Materials for Sanitary Sewer Manholes, Valve Vaults, Etc., and E2-14 'Vault and Manhole Construction of the General Contract Documents and Specifications, �unless amended or superseded by requirements of this Special Condition. 1. CONCRETE COLLARS: Concrete collars will be required on all manholes specified as per Figure 121. 2. WATERTIGHT MANHOLE INSERTS: Watertight gasketed manhole inserts shall be installed in all sanitary sewer manholes. Inserts shall be constructed in accordance with Fort Worth Water Department Standard E100-4 and shall be fitted and installed according to the manufacturer's recommendations. Stainless Steel manhole inserts shall be required for all pipe diameters 18" and greater. 3. LIFT HOLES: All lift holes shall be plugged with a pre-cast concrete plug. the lift hole shall be sealed on the outside of the manhole with Ram-Nek or an approved equal sealant. The lift hole shall be sealed on the inside of the manhole with quick setting cement grout. 4. FINAL RIM ELEVATIONS: Manhole rims in parkways, lawns and other improved lands shall be at an elevation not more than one�(1) nor less than one-half (1/2) inch above the surrounding ground. Backfill shall provide a uniform slope from the top of manhole � o��siss SC-27 PART !� - SPECIAL GQNDITfON�� casting for not less than three (3).feet each direction to existing finish grade of the ground. The grade of all surfaces shall be checked for proper slope and grade by string lining the entire area regarded near the manhole. Manholes in open fields, unimproved land, or drainage courses shall be at an elevation shown on the drawings or minimum of 6 inches above grade. 5. MANHOLE COVERS: All lids° shall have pick slots in lieu of pick holes. Manhole frames and covers shall be McKinley, 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 tlie frame and cover. Bearing surFaces shall be machine finished. Locking manhole lids and frames will be restricted to locations within the 100-year floodplain and areas specifically designated on the plans. Cert�inteed Ductile Iron Manhole Lids and Frames are acceptable for use where locking lids are specified. 6. SHALLOW CONE MANHOLES: Shallow manhole construction will be used when manhole depth is four (4) feet or less. All shallow cone manholes shall be built in accordance with Figure 105. All shallow cone manholes shall have a cast iron lid and frame wifih pick slots. NOTE: MANHOLES PER FIGURE 106 WILL NOT BE ALLOWED. 7. MANHOLE STEPS: No manhole steps are to be installed on any sanitary sewer manhole. 8. EXTERIOR SURFACE COATING: Exterior surFaces of all manholes shall be coated with two mop coats of coal tar epoxy, Koppers "Bitumastic Super Service Black" Tnemec "46- 450 Heavy Tnemecol," or equal to, a minimum or 14 mils dry film thickness. 9. MANHOLE JOINT SEALING: All interior and/or exterior joints on concrete manhole sections constructed for the City of Fort Worth Water Department, excluding only the joints using a trapped type performed 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. INSTALLATION OF JOINT SEALANT: Each grade adjustment ring and manhole frame shall be sealed with the above specified materials. All surfaces to be in contact with the joint sealant shall be thoroughly cleaned of dirt, sand, mud, or other foreign matter. A primer shall be applied to all surfaces prior to installing the joint sealant in accordance with o��aiss SC-28 �� I� l�l � PART Q - SPEGIAL CQNQITlC�NS the recommendations by the manufa�turer. The protective wrapper shall remain on the joint sealant until immediately prior to the placement of the pipe in the trench. After removal of the protective wrapper, the joint sealant shall be kept clean. Install frames and cover over manhole opening with the bottom of the rings resting on Bitumastic joint sealer. Frames and grade rings shall rest on two (2) rows (inside and outside) of Bitumastic joint sealer. � 2. SEALING AND/OR ADJUSTING EXISTING MANHOLES: Excavate (rectangular full Q depth saw cut if in pavement) adjacent to the manhole to expose the entire manhole frame and a minimum of 6 inches of the manhole wall keeping the sides of'the trench nearly vertical. L�! I�1 � Remove manhole frame from the manhole structure and observe the conditibn of the frame and grade rings. Any frame or grade ring that is not suitable for use as determined by the Engineer shall be. replaced. Grade rings that are constructed of brick, bloc{c materials other than pre-cast concrete rings, or where necessary and approved by the Engineer, shall be replaced vuith a pre-cast flattop section. Pre-cast concrete rings, or a pre-cast concrete flattop section will be the only adjustments allowed. In brick or block manholes, replace the upper portion of the manhole to a point 24 inches � below the frame. If the walls or cone ,section below this level are structurally unsound, notify the Engineer prior to replacement of the grade rings and manhole frame. .Existing brickwork, if damaged by the Contractor, shall be replaced at the Contractor's expense. f� I� � u I� i� L�J L�J L�J Wire brush manfiole frame and exposed manhole surfaces to remove dirt and loose debris. Coat expos�d manhole surFaces �with an approved bonding agent followed by an application of a quick setting hydraulic cement to provide a smooth working surface. If the inside diameter of the manhole is �oo large to safely support new adjustment rings or frames, a flat top section shall be installed. . Joint surfaces between the frames, adjustment rings, and cone section shall be free of dirt, stones, debris and voids to ensure a watertight seal. Place flexible gasket joint material along the inside and outside edge of each joint, or use trowelable material in lieu of pre-formed gasket material. Position the butt joint of each length of joint material on opposite sides of the manhole. No steel shims, wood, stones, or any material not specifically accepted by the Engineer may be used to obtain final surface elevation of�#he manhole frame. In paved areas or future paved areas, castings shall be installed by using a straight edge not less than ten (10) feet long so that the top of the casting will conform to the slope and finish elevation of the paved surface. The top of the casting shall be 1/8 inch below the finished elevation. Allowances for the compression of the joint material shall be made to assure a proper final grade elevation. 3. EXPOSED EXTERIOR SURFACES: All exposed exterior surfaces shall be coated with two mop coats of coal tar epoxy. Kopper "Bitumastic Super Servic� Black"; Tnemec "46- 450 Heavy Tnemecol", or equal, to a minimum of 14 mils dry film thickness-. � o��aiss SC-29 P�AF�T D - SPE�IAL �QNDITI4NS 4. The exterior surface of all pre-cast section joints shall be thoroughly cleaned with a wire brush and then waterproofed with a 1/2-inch thick coat of trowelable bitumastic joint sealant from� 6-inches below 'to 6-inches above the joint. The coated joint shall then be wrapped with 6 mil plastic to protect the sealant from damage during backfilling. C. MEASUREMENT AND PAYMENT: The price bid for new manhole installations shall include all labor, equipment, and materials necessary for construction of the manhole including, but not limited to, joint sealing, lift hole sealing and exterior surface coating and pavement repair. The price bid for reconstruction of existing rnanholes shall �include all labor equipment and materials necessary for construction of new manhole, including, but not limited fo, 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 exteri'or surface coating. Payment for concrete collars will be made per each. Payment f.or manhole inserts will be made per each. D-53 SANITARY SEWER SERVICES: Any reconnection, relocation, re-routes, replacement, or new sanitary sewer service shall be required :as shown on the plans, and/or as described in these Special Contact Doc�ments 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 deci�ion to use saddle taps as opposed to tees shall be made on a case by case basis. The Contractor shall be responsible for coordinating the scheduling of tapping crews with building owners and the Engineer in order that the work be performed in an expeditious manner. A minimum,' of 24 hours advance notice shall be given when taps will be required. Severed service connections shall be maintained as specifed in section C6-6.15. A. SEWER SERVICE RECONNECTION: When sewer service reconnection is called for the Contractor shall vertically adjust the existing s�wer service line as required for reconnection and furnish a new tap. The fittings used for vertical adjustment shall consist of a maximum bend of 45 degrees. The tap shall be located so as to line up with the service line and avoid any horizontal adjustment. For open cut applications, all sanitary sewer service lines shall be replaced to the property or easement line, or as directed by the Engineer. Sanitary sewer services on sewers being rehabilitated using pipe enlargement methods shall be replaced to the property or easement line or as directed by the Engineer. Procedures listed below for Sewer Service Replacement shall be adhered to for the installation of any sewer service line including the incidental four (4) feet of service line which is included in the price bid for Sanitary Sewer Taps. Payment for work such as backfill, saddles, tees, fittings incidental four (4) feet of service line and all other associated appurtenances required shall be included in the price bid for Sanitary Sewer Taps. 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 � I■J � I�� L� L PART Q - SPEGIAL GONQITIQNS as required for the connection of the sewer service line. If the sewer service line is in such condition or adjustment necessitates the replacement of the sewer service line, all work shall be performed by a licensed plumber. The length of the replacement shall be determined by the Engineer. All sewer servi�es shall be installed at a minimum of finro (2) percent slope or as approved by the Engineer. Connection to the existing sewer service line shall be made with appropriate adapter fitting. The fitting shall be a urethane 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 fittings, surface restoration on private property,(to match existing), and all other associated work for service replacements in excess of four (4) linear feet shall be included in the linear foot price bid for sanitary sewer service line replacement. Payment for all work and material involving the "tap" shall be included in the price bid for sanitary sewer service taps. D-54 NOT USED D-55 REMOVAL, SALVAGE, AND ABANDONMENT OF EXISTlNG FACILITIES: Any � removal, salvaging and/or abandonment of existing facilities will necessarily be �equired as shown on the plans, and/or described in these Special Contract Documents in addition to those located in the field and identified by the Engineer. This work shall be done in accordance with Section � E2-1.5 Salvaging of Material and E2-2.7 Removing Pipe, of the General Contract Documents and Specifications, unless amended or superseded by requirements of this Special Condition. � A. SALVAGE OF EXISTING WATER METER AND METER BOX: Existing water meter and meter box shall be removed and returned to the Water Department warehouse by the Contractor in accordance with Section E2-1.5 Salvaging of Materials. i�1 � � ffl L�J � L�J B. SALVAGE OF EXISTING WATER METER AND CONCRETE VAULT LID: Existing water meter and concrete vault lid shall be removed and returned to the Water Department warehouse by the Contractor in accordance with Section E2-1.5 Salvaging of Materials. The concrete vault shall be demolished in place�to a point not less than 18 inches below final grade. The concrete vault shall then be backfilled and compacted in accordance with backfill method as specified in Section E2-2.9 Backfill. Backfill material shall be suitable excavated material approved by the Engineer. Surface restoratidn shall be compatible with existing surrounding surface and grade. C. SALVAGE OF EXISTING FIRE HYDRANTS: Existing fire hydrants shall be removed and returned to the Water Department warehouse by the Contractor in accordance with Section E2-1.5 Salvaging of Materials. The void shall be backfilled and compacted in accordance with backfill method as specified in Section E2-2.9 Backfill. Backfill material shall be suitable excavated material approved by the Engineer. Surface restoration shall be compatible with existing surrounding surface and grade. D. SALVAGE OF EXISTING GATE VALVE: Existing gate valve and valve box and lid shall be removed and returned to the Water Department warehouse by the �Contractor in accordance with Section E2-1.5 Salvaging of Materials. The void area caused by the valve removal shall be backfilled and comRacted in accordance with backfill method as specified in Section E2-2.9 Backfill. Backfill material shall be suitable excavated material approved by the Engineer. Surface restoration shall be compatible with existing surrounding surface and � o��8iss SC-31 F�ART D� - SPEGIAL GQNDII'[QNS grade. If the valve is in a concrete vault, the vauit shall be demolished in place to a point no less than 18" below �nal grade. E. ABANDONMENT OF EXISTING GATE VALVE: Existing gate valve and box lid shall be abandoned by first closing the valve to the fully closed position arld 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 grad�. . F. ABANDONMENT OF EXISTING VAULTS: Vaults to bE slab and. lid removed and vault walls demolished to a grade. The void area caused shall then be backfilled backfill method as specified in Section E2-2.9 Backfill excavated material approved by the Engineer. SurFace the existing surrounding grade. demolished in �place shall have top point not less than 18" below final and compacted in accordance with Backfill material shall be suitable restoration shall be compatible with , 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. e 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 v�iith Type C Backfill or Type B Backfill, as approved by the Engineer. Surface restoration shall be compatible with surrounding surface. I. CUTTING AND PLUGGING EXISTING MAINS: At various locations on this project, it rriay be required to cut, plug, and block existing water mains/services or sanitary sewer mains/services in order to abandon these lines. Gutting 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 responsibilify to properly dispose of all removed pipe. All removed valves, fire hydrants and meter boxes shall be deliver�d 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 s�anitary sewer ma'nholes, regardless of location. os��aiss SC-32 ij� IJ LJ PART Q - SPECIAL CC�NDITIC�NS Payment will be made for salvaging, abandoning and/or removing all other existing facilities when said facility is not being replaced in the same trench (i.e., when removal requires a separate .trench). �D-56 DETECTABLE WARNING TAPES: Detectable underground utility warning tapes which � can be located from the surface by a pipe detector shall be installed directly above non-metallic water and sanitary sewer pipe. The detectable tape shall be "Detect Tape" manufactured by Allen Systems, Inc. or approved equal, and shall consist of a minimum thickness 0.35 mils solid Q aluminum foil encased in a.protective inert plastic jacket that is impervious to all known alkalis, acids, chemical reagents and solvents found in the soil. The minimum overall thickness of the tape shall be 5.5 mils, and the width shall not be less than two inches with a minimum unit weight � of 2%2 pounds/1 inch/100'. The tape shall be color coded and imprinted with the message as follows: � � Tv_r�e of Ufilify Water Co/or Code Safety Blue Leaends Caution! Buried Water Line Below Sewer Safety Green Caution! Buried Sewer Line Below � Installation of detectable tapes shall be per manufacturer's recommendations and shall be as close to the grade as is practical for optimum protection and detectability. Allow a minimum of 18 inches between the tape and the pipe. Payment for work such as backfill, bedding, blocking, � detectable tapes, and all other associated appurtenances required shall be included in the unit price bid for the appropriate bid item(s). D-5'� PIPE CLEANING: Joints shall be wiped and then inspected for proper installation by'the �� inspectors. Each joint shall be swept daily and kept clean during installation. A temporary night plug shall be installed on all exposed pipe ends during any period of work stoppage. u I�i � � L�J !�I �1 D-58 BARRICADES, WARNINGS, AND FLAGMEN: Reference Part C- General Conditions, Section C6-6.8 Barricades, Warnings, and V1'latchmen: A. Wherever the word Watchmen appears in this paragraph, it shall be changed to the word Flagmen. B. In the first paragraph, lines five (5) and six (6), change the ph�ase "take all such other precautionary measures" to "take all reasonable necessary measures". D-59 DISPOSAL OF SPOILIFILL MATERIAL: Prior to the disposing of any spoil/fill material, the Contractor shall advise the Director of Engineering Department, acting as the City of Fort Worth's Flood Plain Administrator ("Administrator"), of the location of all sites where the Contractor intends to dispose of such material. Contractor shall not dispose of such material until the proposed sites have been determined by the Administrator to meet the requirements of the Flood Plain Ordinances of the City of Fort Worth (Ordinance No. 10056). All disposal sites must be approved by the Administrator to ensure that filling is not occurring within a floodplain without a permit. A floodplain permit can be issued upon approval of necessary Engineering studies. No fill permit is required if disposal sites are not in a floodplain. Approval of the Contractor's disposal sites shall be evidenced by a letter signed by the Administrator stating that the site is not in a o��8iss SC-33 F'ART � - SPE�IAL �CQf�L�ITIQNS 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 th.e administrator approving the disposal site, upon notification by the Director of Engineering Department, Contractor shall remove the spoil/fill material at its expense and dispose of such materials in accordance with the Ordinances of the City and this section. . D-60 MECHANICS AND MATERIALMEN'S LIEN: The Contractor shall be required to execute a release of inechanics and materialmen's liens upon receipt of payment. D-61 SUBSTITUTIONS: The specifications for materials set out the minimum standard of quality which the City believes necessary to procure a satisfactory project. No substitutions will be permitted until the Contractor has received written permission of the Engineer to make a substitution for the material which has been specified. Where the term "or equal", or "or approved equal" is used, it is understood that if a material, product, or piece of equipment bearing the name so used is furnished, it will be approvable, as the particular trade name was used for the purpose of establishing a standard of quality acceptable to the City. If a product of any other, name is proposed for use, the Engineer's approval thereof must be obtained before the proposed substitute is procured by the Contractor. Where the term "or equal", or "or approved equal" is not used in the specifications, this does not necessarily exclude alternative items br 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 INSPECTION OF SANITARY SEWER A. GENERAL: Prior to the reconstruction, ALL sections of existing sanitary sewer lines to be abandoned, removed (except where being replaced in the same location), or rehabilitated (pipe enlargement, cured-in-place pipe, fold and form pipe, slip-line, etc.), shall be cleaned, and a television inspection perFormed to identify any active sewer service taps, other sewer laterals and their location. Work shall consist of furnishing all labor, material, and equipment necessary for the cleaning and inspection of the sewer lines by means of closed circuit television. Satisfactory, precautions shall be taken to protect the sewer lines from damage that might be inflicted by the improper use of cleaning equipment. � � 1. HIGH VELOCITY JET (HYDROCLEANING) EQUIPMENT: The high-velocity sewer line cleaning equipment shall be constructed for easy and safe operation. The equipment shall also have a selection of two or more high-velocity nozzles. The nozzles shall be capable of producing a scouring action from 15 to 45 degrees in all size lines designated to�be cleaned. Equipment shall also include a high-velocity gun for washing and scouring manhole walls and floor. The gun shall be capable of producing flows from a fine spray to a solid stream. The equipment shall carry its own water tank, auxiliary engines, pumps, and hydraulically driven hose reel. Hydraulically Propelled Equipment shall be of a movable dam type and be constructed in such a way that a portion of the dam may be collapsed at any time during the cleaning o��aiss SC-34 L: J � � � L� � � � I�J '� I� ��I PART D - SPEG��L G4NDITI�NS operation to protect against flooding of the sewer. The movable dam shall be equal in diameter around the outer periphery to ensure removal of grease. If sewer cleaning balls or other equipment which cannot be collapsed is used, special precautions to prevent flooding of the sewers and publi� or private •property shall be taken. The flow of sewage present in the sewer lines shall be utilized to provide necessary fluid for hydraulic cleaning devices whenever possible. ' . 2. CLEANING PROCEDURES: The designated sewer manholes shall be cleaned using high-velocity jet equipment. The equipment shall be capable of removing dirt, grease, rocks, sand, and other materials and obstructions from the sewer lines and manholes. If cleaning of an entire section cannot be successfully performed from one manhole, the equipment shall be set up on the other manhole and cleaning again attempted. If, again, successful cleaning cannot be pertormed or equipment fails to traverse the entire manhole section, it will be assumed that a major blockage exists, and the cleaning effort shall be abandoned. When additional quantities of water from fire hydrants is necessary to avoid delay in normal working procedures, the water shall be conserved and not used unnecessarily. No fire hydrant shall be obstructed in case of a fire in the area served by the hydrant. Before using any water from the City Water Distribution System, the Contractor shall apply for and receive permission from the Water Department. The Contractor shall be responsible for the water meter and related, charges for the setup, including the water usage bill. All expenses shall be considered incidental to cleaning. 3. DEBRIS REMOVAL AND DISPOSAL: All sludge, dirt, sand, rock, grease, and other solid or semisolid material resulting from the cleaning operation shall be removed at the downstream manhole of the section being cleaned. Passing material from manhole section to manhole section, which could cause line stoppages, accumulations of sand in wet wells, or damage pumping equipment, shall not be permitted. 4. All solids or semisolid resulting from the cleaning operations shall be removed from the . site and disposed of at a site designated by the Engineer. All materials shall be removed from the site no less often than at the end of each workday and disposed of at no additional cost to the City. � 5. UNDER NO CIRCUMSTANCE SHALL SEWAGE OR SOLIDS REMOVED THEREFROM BE DUMPED ONTO STREETS OR INTO DITCHES, CATCH BASINS, STORM DRAINS OR SANITARY SEWER MANHOLES. � � � 6. TELEVISION INSPECTION EQUIPMENT: The television camera used for the inspection shall be one specifically designed and constructed for such inspection. Lighting for the camera shall be suitable to allow a clear picture of the entire periphery of the pipe. The camera shall be operative in 100% humidity conditions. The camera, television monitor, and other components of the video system shall be capable of producing picture quality to the satisfaction of the Engineer; and if unsatisfactory, equipment shall be removed and no payment will be made for an unsatisfactory inspection. B. EXECUTION: 1. TELEVISION INSPECTION: The camera shall be moved through the line in either direction at a moderate rate, stopping when necessary to permit proper documentation of any sewer service taps. In no case will the television camera be pulled at a speed greater � os��siss SC-35 �'ART Q - SPECIAL CQNQII"IQNS' than 30 feet per minute. Manuaf winches, power winches, N cable, and powered rewinds or other devices that do not obstruct the camera view or interfere with proper documentation shall be used to move the camera through the sewer line. When tnanually operated winches are used to pull tlie television camera through the line, telephones or other suitable means of communications shall be set up between the two manholes of the section being inspected to .ensure good communications between members of the crew. The im�ortance of accurate tlistance measurements is emphasized. All television inspection video tapes shall have a footage counter: Measurement for location of sewer service taps shall be above ground by means of ineter device. Marking on the cable, or the like, which would require interpolation for depth of manhole, will not be allowed. Accura�cy of the distance meter�shall be checked by use of a walking meter, roll-a-tape, or other suitable device, and the accuracy shall be satisfactory to the Engineer. � The City makes no guarantee that a!l of the sanitary sewers to be entered are clear for the passage of a camera. The methods used for securing passage of the camera are to be at the option of the Contractor. The cost of retrieving the Television camera, under all circumstances, when it becomes lodged during inspection, shall be incidental to Television inspection. �� 2. DOCUMENTATION: Television Inspection Logs: Printed location records shall be kept by the Contractor and will clearly show the location in relation to an adjacent manhole of each sewer service taps observed during inspection. ' In addition, other points� of significance such as locations of unusual conditions, roots, storm sewer connections, broken pipe, presence of scale and corrosion, and other discernible features will be recorded, and a copy of such records will be supplied to the City. 3. PHOTOGRAPHS: Instant developing, 35 mm, or other standard-size photographs of the television picture of problems shall be taken� by the Contractor upon request of the Engineer, as long as such photographing does not interfere with the Contractor's operations. 4. VIDEOTAPE RECORDINGS: The purpose of tape recording shall be to supply a visual and audio record of problem areas of the lines that may be replayed. Video tape recording playback shall be at the same speed that it was recorded. The television tapes shall be furnished to the City for review immediately upon completion of the television inspection and may be retained a maximum of 30 calendar days. Equipment shall be provided to the City by the Contractor for review of the tapes. 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 6y the Engineer, no payment for televising this portion shall be made. Alsa, no payment shall be made for o��aiss SC-36 � � L�■J L�l ��, � � �J PART Q - SPEGIAL �GNDITIONS portions of lines not televised d� portions where manholes cannot be negotiated with the television camera. • THE TAPES SHALL BE SUBMITTED TO THE ENGINEER PRIOR TO CONSTRUCTION FOR REVIEW AND DETERMINATION OF SAGS.� Upon completion of review of the tapes by the �ngineer, the Contractor will be notified as to which sections of the sanitary sewer are to be corrected. Tapes�will be returned to the Contractor upon cor,ppletion of review by the Engineer. All costs associated with this work shall be incidental to unit prices bid for items under Television Inspection of the Pro}3osal. C. PAYMENT OF CLEANING AND PRE-CONSTRUCTION TELEVISION INSPECTION OF SANITARY SEWERS: The cost for Pre-Construction Cleaning and Television Inspection of sanitary sewers shall be per linear foot of sewer actually televised. The Contractor shall provide the Engineer with tapes of a quality that the particular piece of sewer can be readily evaluated as to existing sewer conditions and for providing appropriate means for review of the tapes by the Engineer including collection and removal, fransportation and disposal of sand and debris from the sewers to a legal dump site. . Television inspection shall include necessary cleaning (hydraulic jet or mechanical cleaner) to provide video image required for line analysis. � The primary purpose of cleaning is for television inspection and rehabilitation; when a portion of a line is not or cannot be televised or rehabiiitated, the cleaning of that portion of line shall be incidental and no payment shall be made. u C�� J The City, makes no guarantee that all of the sanitary sewers to be entered are clear for the passage of a camera. The methods used for securing passage of the camera are to be at the option of the Contractor, and the costs must be included in the bid price for TV Inspections. The cost of retrieving the TV Camera, under all circumstances, when it becomes lodged during inspection, shall be incidental to N Inspection. The item shall also include all costs of installing and maintaining any bypass pumping required to provide reliable, regular sewer service to the area residents. All bypass pumping shall be incidental to the project. D-63 VACUUM TESTING OF SANITARY SEWER MANHOLES A. GENERAL: This item shall govern the vacuum testing of all newly constructed sanitary sewer manholes. B: EXECUTION: 1. TEST PROCEDURE: Manholes shall be tested with all connections in place. Lift holes Dshall be plugged, and all drop-connections and gas sealing connections shall be installed prior to testing. LI � o��aiss SC-37 �ART D - SPEGIAL CQNQITIONS The sewer lines entering the manhole shall be plug'ged and braced to prevent the piugs from being drawn into the manhole. The plugs shall be installed in the lines beyond the drop-connections, gas sealing connections, etc. The test head shall be placed inside the frame at the top of the manhole and inflated in accordance with the manufacturer's recommend�tions. 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' FoP 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. � � i� 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 materiai 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 s�ctions 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��aiss �SC-38 � 0 PART D - SPEGIAL C4NQETIONS the Contractor be permitted to discharge sewage into the trenches. Payment shall be incidental to rehabilitation or replacement of the sewer line. � D-65 POST-CONSTRUCTION TELEVISION INSPECTION OF SANITARY SEWER: Q A.� GENERAL: After construction, ALL sections of sanitary sewer lines shall have a television inspection performed. Work shall consist of furnishing all labor, material, and equipment necessary for inspection of the sewer lines by means of closed circuit television. Satisfactory D precautions shall be taken to protect the sewer lines from damage that might be inflicted by the improper use of cleaning equipment. !� L�1 LJ �� l�l � �� I!J B. TELEVISION INSPECTION EQUIPMENT: The television camera used for the inspection shall be one specifically designed and constructed for such inspection. Lighting for the camera shall be operative in 100% humidity cor�ditions. The camera, television moni�or, and other components of the video system shall be capable of producing picture quality to the satisfaction of the Engineer; and 'if unsatisfactory, eq uipment shall be removed and no payment will be made for an unsatisfactory inspection. C. EXECUTION: 1. TELEVISION INSPECTION: The camera shall b moved through the line in either direction at a moderate rate, stopping when necessa�y to permit proper documentation of any sewer service taps. In no case will the television,camera be pulled at a speed greater than 30 feet per minute. Manual winches, powe winches, TV cable, and powered rewinds or other devices that do not obstruct the c mera view or interfere with proper documentation shall be used to move the camera thr ugh the sewer line. � �5/18,99 When manually operated winches are used to pull th� television camera through the line, telephones or other suitable means of communicatiqns shall be set up between the two manholes of the section being inspected to enst�re good communications between members of the crew. The tm�nrf,�nr_.P �f a�c�ira�e distance measureme ts 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 ine er device. Marking on the cable, or the like, which would require interpolation fo� dep h of manhole, will not be allowed. Accuracy of the distance meter shall be checked by se of a walking meter, roll-a-tape; or other suitable device, and the accurac� shall� be satisfactory to the Engineer. � The City makes no guarantee that all of the sanitary sewers to be entered are clear for the passage of a camera. The methods u',sed for secu�ring passage of the camera are to be at the option of the Contractor. The 4�ost or retrieving the Television camera, under all circumstances, when it becomes lodg�d during inspection, shall be incidental to Television inspection. Sanitary sewer mains must be laced �ivith enough water to fill all low pints. The television inspection must be done immediately� following the lacing of the main with no water flow. If sewer is active, flow must be restricted to provide a clear image of sewer being inspected. SC-39 F�ART L� - SPE�IAL CONDITIQNS 2. DOCUMENTATION: Television Inspection Logs: Printed location records shall 'be kept by the Contractor and will clearly show the location in relation to an adjacent manhole of each, sewer service tap observed during inspection. All television logs shall be referenced to stationing as shown on the plans. A copy of these� television logs will be supplied to the City. . 3. PHOTOGRAPHS: Instant developing, 35 mm, or other standard-size photographs of the television picture of problems shall be taken by the Contractor upon request of the Engineer, as long as such photographing does not interfere with the Contractor's operations. 4. VIDEOTAPE RECORDINGS: The purpose of tape recording shall be to supply a visual and audio record of problemi 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 taoes are of such 000r aualitv that the Enaineer is unable to evaluate the condition of the sewer line or to locate service connections, the Contractor shall be reauired to re- televise and orovide a aood taoe of the line at no additional cost to the Citv. If a good tape cannot be provid�'d of such q'uality 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 t�levised� or portions where manholes cannot be negotiated with the television camera. D. PAYMENT OF POST-CONSTRUCTION TELEVISION INSPECTION OF SANITARY SEWERS: The cost for post-construction Television Inspection of sanitary sewers shall be per linear foot of sewer televised. The Contractor shall provide the Engineer with tapes of a quality that the particular piece of sewer can be readily evaluated as to sewer conditions and for providing appropriate means for review of the tapes by the Engineer. Television inspection Shall include necessary cleaning (hydraulic jet or mechanical cleaner) to provide video image • required for line analysis. The quantity of N inspection shall �•be measured as the total length of new pipe ins�alled. 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, ce�tifications 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��aiss SC-40 i�J PART D - SPE�lAL CQNDIT[QNS ��1 � be used along with the name of the pit from which the material was taken. The contractor shall provide manufacturer's certifications for all manufactured items to be used in the project and will bear any expense related thereto. B. Tests of the design concrete mix shall be made by the contractor's laboratory at least nine D days prior to the placing of concrete using the same aggregate, cement, and mortar which are . to be used later in the concrete. The Contractor shall provide a certified copy of the test results to the City. � [� L; C. Quality control testing of in-place material on this project will be performed by the city at its own expense. Any retesting required as a result of failure of the material to meet project specifications will be at the expense of the contractor and will be billed at commercial rates as determined by the City. The failure of the City to make any tests of materials shall in no way relieve the contractor of its responsibility to furnish materials and equipment conforming to the requirements of the contract. � D. Not less than 24 hours notice shall be provided to the City by the Contractor for operations � requiring testing. The Contractor shall provide access and trench safety system (if required) for the site to be tested, and any work effort involved is deemed to be included in the unit price for the item being tested. LJ LJ L�J !�J ,'�J � L�J L�J E. The Contractor shall provide a copy of the trip ticket for each load of fill material delivered to the job site. The ticket shall specify the name of the pit supplying the fill material. D-67 TEMPORARY EROSION, SEDIMENT, AND WATER POLLUTION CONTROL: A. DESCRIPTION: This item shall consist of temporary soil erosion sediment and water pollution control measures deemed necessary by the Engineer for the duration of the contract. These control measures shall at no time be used as a substitute for the •permanent . control measures unless otherwise directed b.y the Engineer and they shall not include measures taken by the CJNTRACTOR to control conditions created by his construction operations. The temporary measures shall include dikes, dams, berms, sediment basins, fiber mats, jute netting, temporary seeding, straw mulch, asphalt mulch, plastic liners, rubble liners, baled-hay retards, dikes, slope drains and other devices. � ' B. CONSTRUCTION REQUIREMENTS: The Engineer has the authority to define erodible earth and the authority to limit the surface area of erodible-earth material exposed by preparing right-of-way, clearing and grubbing, �the surface area of erodible-earth material exposed by excavation, borrow and to direct the CONTRACTOR to provide temporary pollution-control measures to prevent contamination of adjacent streams, other water courses, lakes, ponds or other areas of water impoundment. Such work may involve the construction of temporary berms, dikes, dams, sediment basins, slope drains and use of temporary mulches, mats, seeding, or other control devices or methods directed by the�Engineer as necessary to control soil erosion. Temporary pollution-control measures shall be used to prevent or correct erosion that may develop during construction prior to installation of permanent pollution control features, but are not associated with permanent control features on the project. The Engineer will limit the area of preparing right-of-way, clearing and grubbing, excavation and borrow to be proportional to the CONTRACTOR'S capability and progress in keeping the finish grading, mulching, seeding, and other such permanent pollution-control measures � o��siss � SC-41 PART Q - SPE�IAL �QNQITICaN� current in accordance with the accepted schedule. Shouid seasonal conditions make such limitations unrealistic, temporary soil-erosion-control measures shall be performed as directed by the Engineer. 1. Waste or disposal areas and construction roads shall be located and constructed in a manner that will minimize the amount of sediment entering streams. 2. When work areas or material sources are located in or adjacent to live streams, such areas shall be separated from the stream by a dike or other barrier to keep sediment from entering a flowing stream. Care shall be taken during the 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, debris or other obstructions placed during construction operations that are not a part of the finished work. 4. The Contractor shall take sufficient precautions to prevent pollution of streams, lakes and 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 property when construction is not in progress and at night. Drives shall be left accessible at night, on weekends, and during holidays. The Contractor shall conduct his activities to minimize obstruction of access to drives and property during the progress of construction. Notification shall be made to an owner prior to his driveway being removed and/or rebuilt. D-69 PROTECTION OF TREES, PLANTS AND SOIL: All property along and adjacent to the Contractors' operation� including lawns, yards, shrubs, trees, etc., shall be preserved or restored after completion of the work, to a condition equal to or better than existed prior to start of work. Any trees or other landscape features scarred or• damaged by the Contractor's operations shall be restored or replaced at the Contractor's expense. Trimming or pruning to facilitate the work will be permitted only by experienced workmen in an approved manner (No trimming or pruning without the prope�ty owners' consent). Pruned limbs of 1" diameter or larger shall be thoroughly treated as soon as possible with a tree wound dressing. D-70 SITE RESTORATION: The contractor shall be responsible for restoring the site to original grade and condition after completion of his operations subject to approval of tfie 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 1North 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 [�ART Q - SPECIAL COtND{TIQN� D-72 STATE REVOLVING FUND (SRF) REQUIREMENTS: This project, in addition to standard City of Fort Worth requirements, may invcslve certain State requirements. These requirements, if applicable, are provided in the following documents and should thoroughly be reviewed and completed by the contractor. They include: 1. At the Time of Contract n��i�ment Execution • ED-103-Contractors Act of Assurance � ED-104-Resolution Work required to conform to these requirements shall be considered subsidiary and no extra payment will be made. • The SRF requirements are included in Appendix A. D-73 TOPSOIL, SODDING AND SEEDING: This item shall be performed in accordance with the City of Fort Worth Parks and Community Services Department Specifications ,for Topsoil, Sodding and Seeding. . 1. TOPSOIL DESCRIPTION: This item will consist of furnishing and placing a minimum of six (6) inches of topsoil, free from rock and foreign material, in all parkways and medians to the lines and grades as established by the Engineer. CONSTRUCTION METHODS: Topsoil will be secured from borrow sources as required to supplement material secured from street excavation. All excavated materials from streets which is suitable for topsoil will be used in the parkways and medians before any topsoil is obtained from a borrow source. Topsoil material secured from street excavation shall be stockpiled at locations approved by the Engineer, and at completion of grading and paving operations, topsoil shall be placed on parkway areas so as to provide a minimum six (6) inches of compacted depth of topsoil parkways. 2. SODDING DESCRIPTION: Sodding will consist of furnishing and planting Bermuda, Buffalo or St. Augustine grass in the areas befinreen the curbs and walks, on terraces, in median strips,��on embankments or cut slopes, or in such areas as designated on the Drawings and in accordance with the requirements of this Specification. Recommended Buffalo grass varieties for sodding are Prairie and 609. MATERIALS: Sod shall consist of live and growing Bermuda, Buffalo or St. Augustine grass secured from sources where the soil is fertile. Sod to be placed during the dormant state of these grasses shall be alive and acceptable. Bermuda and Buffalo grass sod shall have a healthy, virile root system of dense, thickly matted roots throughout a two (2) inch minimum thickness of native soil attached to the roots. St. Augustine grass sod shall have a healthy, virile root system of dense, thickly matted roots throughout a one (1) inch minimum thickness of native soil attached to the roots. 05/18/99 S C-43 PART D - SPE�lAL GQNDIT[ONS The sod shall be free from obnoxious weeds or other grasses and shall not contain any matter deleterious to its growth or which might affe�t its subsistence or hardiness when transplanted. Sod to be placed between curb and walk and on terraces shall be the same type grass as adjacent grass or existing lawn. Care shall be taken at all times to retain native soil on the roots of the sod during the process of excavating, hauling, and planting. Sod material shall be kept moist.from the time it is dug until� planted. When so directed by the Engineer, the sod existing at the source shall be watered to the extent required prior to excavating. Sod material shall be planted within three days after it is excavated. CONSTRUCTION METHODS: After the designated areas have been completed to the lines, grades, and cross-sections shown on the Drawings and as provided for in other items of the contract, sodding of the type specified shall be performed in accordance with , the requirements hereinafter described. Sodding shall be either "spot" or "block'; either Bermuda, Buffalo or St. Augustine grass. a. Spot Sodding Furrows parallel to the curb line or sidewalk lines, twelve (12) inches on centers or to 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 twenty-five (25) pounds per square inch compression. Hand tamping may be required on terraces. b. Block Sodding. At locations on the Drawings or where directed, sod blocks shall be carefully placed on the prepared areas. The sod shall be so placed that the entire designated area shall be covered, and any voids left in the block soc�ding 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 sod block to the firm earth, sufficiently close to hold the block sod firmly in place. When necessary, the sodded areas shall be smoothed after planting has been completed and shaped to conform to the cross-section previously provided and existing at the time sodding operations were begun. Any excess dirt from planting operations shall be spread uniformly over the adjacent areas or disposed of as directed by the Engineer so that the completed surface will present a�sightly appearance. The sodded areas shall be thoroughly watered immediately after they are planted and shall be subsequently watered at such times and in a manner and quantity directed by the Engineer until completion and final acceptance of the project by the City of Fort Worth. 05/18/99 SC-44 � � � � � � � � � � � � � � � r � � � ' P'ART D -�SPEGIAL CONDITION� 3. SEEDING DESCRIPTION: "Seeding" will consist of preparing ground, providing and planting seed or a mixture o� seed of the kind specified along and across such areas as may be designated on the Drawings and in accordance with these Specifications. MATERIALS: a. General. All seed used must carry a Texas Testing Seed label showing purity and germination, name, typ� of seed, and that the seed meets all requirements of the Texas Seed Law. Seed furnished shall be of the previous season's crop and the date of analysis shown on each tag shall be within nine (9) months of time of delivery to the project. Each variety of seed shall be furnished and delivered in separate bags or containers. A sample of each variety of seed shall be furnished for analysis and testing when directed by the Engineer. The specified seed shall equal or exceed the following percentages of Purity. and germination: . Common Name � Puritv Germination Common Bermuda Grass 95% 90% Annual Rye Grass 95% 95°/a , Tall Fescue 95% 90% Western Wheatgrass 95% 90% Buffalo Grass Varieties Top Gun 95% 90% Cody 95% 90% Table 120.2.(2)a. URBAN AREA WARM-SEASON SEEDING RATE (Ibs.); Pure�Live Seed (PLS) Mixture for Clav or Tiaht Soils Mixture for Sandv Soils Dates (Eastern Sections) (yVestern Sections) (All Sections) Feb 1 Bermudagrass 40 Buffalograss 80 Bermudagrass 60 to Buffalograss 60 Bermudagrass 20 Buffalograss 40 � May 1 Total: 100 Total: 100 Total: 100 0 Table, 1202.(2)b . 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 05/18/99 SC-45 PART Q - SPEG{AL CQNDIT[ONS Total: 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 h�reinafter 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 preparation has been complefed 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 acea shown on the Drawir�gs, 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) �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. 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, shall then be planted at the rate required and the application shall be made uniformly. If the sowing of seed is by hand, rather than mechanical methods, the seed shall be sown in 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 os��aiss SC-46 1= � � L�J PART Q - SPEGIAL C(�NDIT[ONS without ruts or tracks. In between the time compacting is completed and the asphalt is applied, the planted area shall be watered sufficiently to assure uniform moisture from the surface to a minimum of six (6) inches in depth. The application of asphalt shall follow the last watering as rapidly as possible. Asphalt shall D be of the type and grade as shown on the Drawings and shall conform to the requirements,of the item 300, "Asphalts, Oils and Emulsions". If the type of asphalt to be used is not shown on the Drawings, or if Drawings are not included, th�n MS-2 shall be used. Applications of � the asphalt shall be at a rate of three-tenths (0.3) gallons per square yard. It shall be applied to the area in such a manner so that a complete film is obtained and the finished surface shall be comparatively smooth. ' � u � l� �� i IJ � � f!� RE-SEEDING OF AREAS PLANTED WITH COOL SEASONS SPECIES: Areas where temporary cool season species have been planted may be replanted beginning February 1 with warm season species as listed in Table 120.2(2)a. •The re-seeding will be achieved in the following manner. The cool season species shall be mowed down to a height of one (1) inch to insure that slit-seeding equipment will be able to cut through the turF and achieve adequate soil penetration. * Slit-seeding, is achieved through the use of an implement which cuts a furrow (slit) in the soil and places the seed in the slit which is then pressed close with a cultipacker wheel. CONSTRUCTION WITHIN PARK AREAS TURF RESTORATION OF PARK AREAS: FERTILIZER DESCRIPTION: "Fertilizer" will consist of providing and distributing fertilizer over such areas as are designated on the Drawings and in accordance with these Specifications. MATERIALS: All fertilizer used shall be delivered in bags or containers clearly labeled showing the analysis. The fertilizer is subject to testing by the City of Fort Worth in accordance with the Texas Fertilizer Law. A pelleted or granulated fertilizer shall be used with an analysis of 16-20-0 or 16-5-8 or having the analysis shown on the Drawings. The figures in the analysis represent the percent of nitrogen, phosphoric acid, and potash nutrients respectively as determined by the methods of the Association of Official Agricultural Chemists. In the event it is necessary to substitute a fertilizer of a different analysis, it shall be a pelleted or granulated fertilizer with a lower concentration. Total amount of nutrients furnished and applied per acre shall equal or exceed that specified for each nutrient. � CONSTRUCTION METHODS: When an item for fertilizer is included in the Drawings and proposal, pelleted or granulated fertilizer �shall be applied uniformly over the area specified to be fertilized and in the manner directed for the particular item of work. Fertilizer shall be dry and in good physical condition. Fertilizer that is powdered to caked will be rejected. aDistribution of fertilizer as a particular item of work shall r"neet the approval of the Engineer. � � o��8iss SC-47 PART D - SPEGIAL GQNDIT[4NS Unless otherwise indicated on the Drawings, fertilizer shall be applied uniformly 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 I�bor, 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 included irt "Seedir�g" 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 provitled in the proposal and contract. The contract unit price shall be the total compensation for furnishing and placing all sod; for all rolling and tamping; for all watering; for disposal of all surplus materials; and for all materials, labor, equipment, tools and incidentals necessary to complete the work, all in accordance with the Drawings and these Specifications. The work performed and mate�ials 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/FMIAL INSPECTION: o��8iss SC-4$ I�J � P�1RT D - SPE�IAL �QND(TiQNS 1. Prior to the final inspection being conducted for the project, the contractor shall contact the city inspector in writing when the entire project or a designated portion of the project is substantially complete. 2. The inspector along with appropriate City staff and the City's consultant shall make an � inspection of the substantially completed work and prepare and submit to the contractor a list of items needing to be completed or corrected. Q 3. The contractor shall take immediate steps to rectify the listed deficiencies and notify the owner in writing when all the items have been completed or corrected. � 4. Payment for substantial completion inspection �as well as final inspection shall be subsidiary to the project price. Contractor shall still be required to address all other deficiencies which are discovered at the time of final inspection. ��J � � ��1 � � I/� 5. Final inspection shall be in conformance with general condition item "C5-5.18 Final Inspection" ,Qf PART C- GENERAL CONDITIONS. D-76 EXCAVATION NEAR TREES: 1. The Contractor shall be responsible for taking measures to minimize damage to tree limbs, tree trunks, and tree roots at each work site. ' All such measures shall be considered as incidental work included in the Contract Unit Price bid for applicable pipe or structure installation except for short tunneling/tree augering. � 2. Any and all trees located within the equipment operating area at each work site shall, at� the direction� of the Engineer, be protected by erecting a"snow fence" along the drip lirie or edge of the tree root system between tree and the construction area. 3. Contractor shall inspect each work site in advance and arrange to have any tree limbs � pruned that might be damaged by equipment operations. The Engineer shall be notified at least 24 hours prior to any tree trimming work. No trimming work will be permitted� . within private property without written permission of the Owne�. 4. Nothing shall be stored over the tree root system within the drip line area of any tree. 5. Before excavation (off the roadway) within the drip line area of any tree, the earth shall be sawcut for a minimum depth of 2 feet. � 6. At designated locations shown on the drawings, the "short tunnel" method using Class 51 D.I. pipe shall be utilized. 7. Except in areas where clearing is allowed, all trees up to 8" in diameter damaged during � construction shall be removed and replaced with the same type and diameter tree at the contractor's expense. � 8. Contractor shall employ a qualified landscaper for all the work required for free care to � ensure utilization of the best agricultural practices and procedures.� [� � o��a�ss SC-49 PART D - SPE�1�1L CQNDiTIONS 9. Short tunneling shali consist of power augering or hand excavation. shall not be larger than 1-1/2 times the outside pipe diameter. Voids installation shall be pressure grouted. � D-77 CONCRETE ENCASEMENT OF SEWER PIP�: Cpncrete encasement of sewers shall be � paid for at the Contract Unit Price per linear foot of concrete encasement as measured in place along the centerline of the pipe for each pipe diameter indicated. The Contract Unit Price shall include all costs associated with installation and reinforcement of the concrete encasement. D-78 CLAY DAM: Clay dam construction shall be perFormed in accordance with the Wastewater Clay Dam Construction, figure in the Drawings in these Specifications, at locations indicated on the Drawings or as directed by the City. Clay dams shall be keyed into 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 verif,ying the locations of all existing utilities prior to construction, in accordance with item D-22. At locations identified on the drawings, contractor .shall conduct an exploratory excavation (D- Hole), to locate and verify the location and elevation of the existing underground utility where it may be in potential conflict with a proposed facility alignment. � The exploratory excavation shall be conducted prior to consiruction of the entire project only at locations denoted on the plans or as directed by the engineer. Contractor shall submit a report of findings (including surveyed elevations of existing conflicting utilities) to the City prior to the start of construction of the°entire project. If the contractor determines an existing utility is in conflict with the proposed facility, the contractor shall contact the engineer immediately for appropriate design modifications. The contractor shall make the necessary repairs at the exploratory excavation (D-Hole) to obtain a safe and proper driving surface to ensure the safety of the general public and to meet the approval of the City inspector. The contractor shall be liable fot any and all damages incu�red 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 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). �� The tunnel diameter D remaining after pipe � o��8iss � SG50� [�I PART D - SPE�IAL CONDITIQNS �� L#J L� � L'�J L�J � '!�J � 80.2 Blocking: Concrete blocking on this Project will necessarily be required as shown on the Plans and �shall be installed in accordance with the General Contract Documents. All valves shall have concrete blocking provided for supporting. No separate payment will be made for any of the wOrk involved for the item and all costs incurred will be considered to be included in the linear foot bid price of the pipe or the bid price of the valve. 80.3 Type of Casing Pipe: follows: 1. WATER: The .casing pipe for open cut and bored or tunneled section shall be AWWA C-200 Fabricated Electrically Welded Steel Water Pipe, and shall conform to the provisions of E1-15, E1-5 and E1-9 in Material Specifications of General Contract Documents and Specifications for Water Department �'rojects. The steel casing pipe shall be supplied as For the inside and outside of casing pipe, coal-tar1 protective coating in accordance with the requirements of Sec. 2.2 and related sections ir� AWWA C-203. Touch-up after field welds shall provide coating equ;al to those specified above. C. Minimum thickness for casing pipe used shall be' 0.375 inch. �tainless Steel Casing Spacers (centering style) such as manufactured by Cascade Waterworks Manufacturing Company or an approved equal shall be used on all non- concrete pipes when installed in casing. Installation �shall be as recommended by the manufacturer. 2. SEWER: � Boring used on this project shall be in accordance with the material standard E1-15 and Construction standard E2-15 as per Fig. 110 of the General Contract Documents. � 3. PAYMENT: Payment for all materials, labor, equipment, excavation, incidental work shall be included in the unit price bid per foot. � ��J,_ � concrete grout, backfill, and 80.4 Tie-lns: The Contractor shall be responsible for making tie-ins to the existing water mains. It shall be the responsibility of the Contractor to verify the exact location and elevation of the existing line tie-ins. And any differences in locations and elevation of existing line tie-ins befinreen the contract drawing� and what may be encountered in ��the field shall be considered as incidental to construction. The cost of making tie-ins to existing water or sanitary sewer mains shall be included in the linear foot bid price of the pipe. � 80.5 Connection of Existing Mains: The Contractor shall determine the exact location, elevation, configuration and angulation of existing water or sanitary sewer lines prior to manufacturing of the connecting piece. Any differences in locations, elevation, � configuration, and or angulation of existing lines between the contract drawings and what ` may be encountered in the said work Shall be considered as incidental to construction. Where it is required to shut down existing mains in order to make proposed connections, such down time shall be coordinated with the Engineer, and all efforts shall be made to � keep this down time to a� minimum. In case of shutting down an existing main, the � o��a�ss SC-51 PART Q - SPEGIAL CQNDITlO�IS Contractor shaii notify the Manager, Construction Services, Phone 871-7813, at least 48- hours prior to the required shut down time. The Contractor's attention is directed to Paragraph C5-5.15 INTERRUPTION OF SERVICE, Page C5-5(5), PART C- GENERAL CONDITIONS OF THE WATER DEPARTMENT GENERAL CONTRACT DOCUMENTS AND GENERAL SPECIFICATIONS. The Contractor shall notify the customer both personally and in writing as to the location, time, and schedule of the service interruption. The cost of removing any existing concrete blocking shall be included in the cost of connection. Unless bid separately all cost incurred shall be included in the linear foot price bid for the appropriate pipe size. 80.6 Valve Cut-Ins: It may be necessary to cut-in gate valves to isolate the water main from which the extension and/or replacement is-to be connected. This may require closing valves in other lines and putting consumers out of service for that period of time necessary to cut in the new valve; the work must. be expedited to the utmost and all such cut-ins must be coordinated with the engineer in �harge of inspection. All consumers shall be individually advised prior to the shut out and advised of the approximate length of time they may be without service. Payment for work such as backfill, bedding, fittings, blocking and all other associated appurtenants required, shall be included in the price of�the appropriate bid items. 80.7 Water Services: The relocation, replacement, or reconnection of water services will 6e 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. r All existing 3/4-inch water service lines which are to be replaced shall be replaced with 1- inch Type K copper, 1-inch diameter tap saddle when required, and 1-inch corporation from the main line to the meter'box. � All services which are to be replaced or relocated shall be installed with the service main tap and service line being in line with the service meter unless otherwise directed by the Engineer. A minimum of 24 hours advance notice shall be given when service interruption will be required as specified in Section C5-5.15 INTERRUPTION OF SERVICE. All water service meters shall be removed, tagged, and collected by the contractor for pickup by the Water Department for reconditioning or replacement. After installation of the water service in the proposed location and receipt of a meter from the project inspector o�isiss SC-52 �� PART D - SPE�IAL �C;NDITI4NS 0 the contractor shall install the meter. The meter box shall be reset as hecessary to be flush with existing ground or as otherwise directed by the Engineer. All such work on the outlet side of the service meter shall be performed by a licensed plumber. 1. WATER SERVICE REPLACEMENTS: Weter service replacement or relocation is a required when the existing service is lead or is too shallow to avoid breakage during street reconstruction. The contractor shall replace the existing service line with Type K copper from the main to the meter, curb stop with lock wings, and corporation stop. L�J � �J L�J u � � � Payment for all work and materials such as backfill, fittings, type K copper tubing, curb stop with lock wings, service line adjustment, and any relocation of up to 12-inches from center line existing meter location to center line proposed meter location shall be included in the Linear Foot price bid for Copper Service• Line from Main to five (5) feet behind Meter. Any vertical adjustment of customer service line within the 5 foot area shall be subsidiary to the service installation. � Payment for all work and materials such as tap saddle (if required), corporation stops, and fittings shall be included in the price bid for Service Taps to Main. . 2. WATER SERVICE RECONNECTION: Water service reconnection is required when the existing service is copper and at adequate depth to avoid breakage during street reconstruction. The contractor shall adjust the existing water service line as required for reconnection and furnish a new tap with corporation stop. The contractor will be paid for one (1) Service Tap to Main for each service reconnected plus for any copper service line used in excess of five (5) feet from Main to five (5) feet behind the Meter. 3. WATER SERVICE METER AND METER BOX RELOCATIONS: When the replacement and relocation of a water service and meter box is required and the location of the meter and meter box is moved more than twelve (12) inches, as measured from the center line of the existing meter to location to the center line of the proposed meter location, separate payment will be allowed for the relocation of service meter and meter box. Centerline is defined by a line extended from the service tap through the meter. Only relocations made perpendicular to this centerline �will be paid for separately. Relocations made along the centerline will be paid of in feet of copper service line. � � When relocation of service meter and meter box is required, payment for all work and materials such as backfill, fittings, five (5) feet of type K copper service and all materials, labor, and equipment used by and for the licensed plumber shall be included in the price � bid for the service meter relocation. All other costs will �be included in other appropriate bid item(s). � This item will also be used to pay for all service meter and meter required by the Engineer when the service line is not being replaced. the meter box and customer service line within 5. feet distance behin D justify separate payment at any time. Locations with multiple servic paid for as one service meter and meter box .relocation. l� box relocations as Adjustment of only d the meter will not e branches will be Qo��aiss SC-53 PART Q - SPE�IAL CC1NDlTIQNS 4. NEW SERVICE: When new services are required the contractor shail install tap saddle (when required), corporation stop, type K copper service line, curb stop with lock wings, and meter box. Payment for all work and materials such as backfill, fittings, type K copper tubing, and curb stop with lock wings shall be included in the Linear Foot price bid for Service Line from Main to Meter five (5) feet behind the meter. Payment for all work and materials such as tap saddle, corporation stops, and fittings shall be 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 only and all other cost will be included in other appropriate bid item(s). 6. MULTIPLE STREET SERVICE LINES TO SINGLE SERVICE METER: Any multiple service lines with taps servicing a single service meter encountered during construction shall be replaced with one service line that is applicable for the size of the existing service meter and approved by the Engineer. , Payment shall be made at the unit bid price in the appropriate bid item(s). 80.8 2-Inch Temporary Service Line: The 2-inch temporary service main and 3/4-inch service lines shall be installed to provide temporary water service to alf buildings that will necessarily be required to have severed water service during said work. The contractor shall be responsible for coordinating the schedule of the temporary .service connections and permanent service reconnections.with the building owners and the Engineer in order that the work be performed in an expeditious manner. Severed water service must be recorinected 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 adap'ter fitting shall be required at the temporary service point of connection to the City water supply. The 2-inch temporary service main and 3/4-inch service lines shall be installed in accordance to the attached figures 1, 2 and 3. 2" temporary service line shall be cleaned and sterilized by using chlorine gas or chlorinated lime (HTH) prior to installation. A two-inch meter will be furnished by the Water Department Meter Shop and installed by the Contractor at its point of connection to the City water supply for record keeping purposes only. The out-of-service meters shall be removed, tagged and collected by the Contractor for delivery to the Water Department Meter Shop for reconditioning or replacement. Upon restoring permanent service, the Contractor shall re-install the meters at the correct location. The meter box shall be reset as necessary to be flush with the existing ground or as otherwise directed by the Engineer. � o��aiss SC-54 � P�1RT D - SPE�IAL G�NDITI�.INS 0 � � u � The temporary service layout shall have a minimum available flow rate of 5 GPM at a dynamic pr�ssure of 35 PSI per service tap. This criteria shall be used by the Contractor to determine the length of tempo��ry service allowed, number of service taps and number of feed points. . When the temporary service is required for more than one location the 2-inch temporary service pipes, 3/4-inch service lines and the 2-inch meter shall be moved to the next successive project location. Payment for work such as fittings, 3/4-inch service lines, asphalt, barricades, all service connections, removal of temporary services and all other. associated appurtenants required, shall be included in the appropriate bid item. . 80.9 Adjust Manholes, and Vaults (Utility' Cut): Contractor will be responsible for � adjusting water valve boxes, manholes and vaults to match new pavement grade. The unit price bid will be full payment for materials including all labor, equipment, tools and incidentals necessary to complete the work. . � C 80.10 Adjust Water Valve Boxes: Contractor will be responsible for adjusting water valve boxes to match new pavement grade. The water valves themselves will be adjusted, if necessary, by City of Fort Worth Water Department for�es. Prior to the beginning of work, the Contractor shall make an inventory of the condition of � existing water valve boxes. The Construction Engineer will field verify this inventory and provide the Contractor replacements for broken valve �boxes. The contractor shall replace the valve boxes which are damaged during construction at no cost to the City. The unit price bid per each will be full compensation for all labor, materials, equipment, tools, and incidentals necessary to complete the work. � �� L�J � L� I�l �05/18/99 �� 80.11 Purging and Sterilization of Water Lines: Before being placed into service all newly constructed water lines shall be purged and sterilized in accordance with E2-24 of the General Contract Documents and Specifications except as modi�ed herein. The Contractor will furnish all water for INITIAL cleaning and sterilization of water lines. All materials for construction of the project, including appropriately sized "pipe cleaning pigs", chlorine gas or chlorinated lime (HTH) shall be furnished by the Contractor. Chlorinated lime (HTH) shall be used in sufficient quantities to provide a chlorine residual of fifty (50) PPM. The residual of free chlorine shall be measured after 24 hours and shall not be I�ss than 10 parts per million of free chlorine. Chlorinated water shall be disposed of in the sanitary sewer system. Should a sanitary sewer not be available, chlorinated water shall be "de-chlorinated" prior to disposal. The line may not be placed in service until two successive sets of samples, taken 24 hours apart, have met the established standards of purity. Purging and sterilization of the water lines shall be considered as incidental to the project and all costs incurred will be considered to be included in the linear foot bid price of the pipe. SC-55 PARl' Q � �PECIAL GQNQITIONS 80.12 Work Near Pressure Piane Boundaries: Contractor shall take note that the water line to be replaced under this contract may cross or may be in close proximity to an existing pressure plane boundary. Care shall be taken to ensure all "pressure plane" valves installed are installed closed and no cross connections are made between pressure planes 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 �perations Warehouse. PAYMENT FOR FIGURE 34 INSTALLATIONS: Payment for all twork and materials necessary for the installation of the 3/4-inch type K cop.per 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. P'ayment 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 eopper service line which are required to provide a complete and functional water� sampling station shall be included in the price bid for Water Sample Stations. PAYMENT FOR FIGURE 33 INSTALLATIONS: Payment for all work. and materials necessary for the installation tap saddle, gate valve, and fittings shall be included in the price bid for Service Taps to Main. �ayment for all work and materials necessary for the installation of the sampling station, modification to xhe vault, fittings, and all type K copper service line which are required to provide a complete and functional water sampling station shall be included in the price bid for Water Sample Stations. 80.14 Ductile Iron and Gray`Iron Fittings: Reference Part E2 Construction Specifications, Section E2-7 Installing Cast Iron Pipe, fittings, and Specials, Sub section E2-7.11 Cast Iron,Fittings: the first Paragraph shall be revised to read as follows: E2-7.11 DUCTILE-IRON AND GRAY-IRON FITTINGS: All ductile-iron and gray-iron fittings shall be furnished with cement mortar lining as stated in Section E1-7. The price bid per ton of fittings shall be payment in full for all fittings, joint accessories, polyethylene wrapping, horizontal concrete blocking, vertical tie-down concrete blocking, and concrete cradle necessary for construction as designed. o��a�ss SC-56 � � � L�J u � � � � � � a a � � , PART D - SPE�IAL CC�NDITIQNS All ductile-iron and gray-iron fittings, valves and specials shall be wrapped with polyethylene wrapping conforming to Material Specification E1-13 and Construction Specification E2-13. Wrapping shall precede horizontal concrete blocking, vertical tie- down concrete blocking, and concrete cradle. Payment for the polyethylene wrapping, horizontal concrete blocking, vertical tie-down concrete blocking, and concrete cradle shall be included in bid items for vales and fittings and no other payments will be allowed. D-81 SPRINKLING FOR DUST CONTROL: All applicable provisions of Standard Specifications Item 200, "Sprinkling for Dust Control" shall apply. However, no direct payment wilf be made for this item and it shall be considered to this contract. �' D-82 DEWATERING: The Contractor shall be responsible for determining the method of dewatering operation for the water or sewage flows from the existing mains and ground water. The Contractor shall be responsible for damage of any nature resulting from the dewatering operations. . The DISCHARGE from any dewatering operation shall be conducted as approved by the Engineer. Ground water shall not be discharged into sanitary sewers. Dewatering shall be considered as incidental to a construction and all costs incurred will be considered to be included in the project price. , D-83 TRENCH EXCAVATION ON DEEP TRENCHES: Contractor to prevent any water flowing into open trench during construction. Contractor shall not leave excavated trench open overnight. Contractor shall fill any trench the same day of excavation. No extra payment shall be allowed for this special condition. D-84 TREE PRUNING: � �� C 05/18/99 REFERENCES: National Arborist Association's "Pruning Standards for Shade Trees". ROOT PRUNING EQUIPMENT 1. Vibratory Knife 2. Vermeer V-1550RC Root Pruner NATURAL RESOURCES PROTECTION FENCE 1. Steel "T" = Bar stakes, 6 feet long. 2. Smooth Horse-Wire: 14-1/2 gauge (medium gauge) or 12 gauge (heavy gauge). 3. Surveyor's Plastic Flagging: "Tundra" weight, International fluorescent orange or red color. SC-57 0 PART" Q - SI�E�IAL GQNDITIONS 4. Combination Fence: Commercially manufactured combination soil separator fabric on wire mesh backing as shown on the�Drawings. D. ROOT PRUNfNG � 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. E. F. 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 u�less cut by hand or cut by specified methods, r equipment and protection. MULCHING: Apply 2-incfies to 4-inches of wood chips from trimming or clearing operation on areas designated �}'• the Engineer. Tr.ee Pruning shall be considered subsidiary to the project contract price. � 0 05/18/99 J C-5$ I� PART D - SPEC{AL CQNDiTiQNS � D-85 TREE REMOVAL: � Trees to be removed shall be removed using applicabie methods, including stump and .�oot ball removal, loading, hauling and dumping� Extra caution shall �e taken to not disrupt existing utilities both overhead and buried. The Contractor shall immediately repair or replace any a damage to utilities and private property including, but not limited to, water and sewer services, pavement, fences, walls, sprinkler system piping, etc., at no cost to the Owner. All costs for tree removal, including temporary service costs, shall be considered subsidiary to the project contract � price and no additional payment will be allowed. D-86 TEST HOLES: � The matter of subsurface exploration to ascertain the nature of the soils, including the amoun�-of rock, if any, through which this pipeline installation is to be made is the responsibility of any and Q all prospective bidders, and any bidder on this project shall submit his bid under this condition. Whether prospective bidders perform this subsurface exploration jointly or independently, and whether they make such determination by the use of test holes or other means, shall be left to the � discretion of such prospective bidders. . If test borings have been made and are provided for bidder's information, at the locations shown on the logs of borings in the appendix of this specification, it is expressly declared that neither the a City nor the Engineer guarantees the accuracy for the information or that the material . encountered in excavations is the same, either in character, location, or elevation, as shown on � the boring logs. It shall be the responsibility of the bidder to make such subsurface investigations as he deems necessary t'o determine the nature of the material to be excavated. The Contractor assumes all responsibility for interpretation of these records and for making and rriaintaining the � required excavation and of doing other work affected by the geology of the site. The cost of all rock removal and other associated appurtenances, if required, shall be included in athe linear foot bid price of the pipe. � � � �l � 0 o��aiss SC-59 �J C' ul �,I ��J LJ � � I■� I�I � � � � � � �� LJ L�J !�� PART DA - ADDITIONAL SPECIAL CONDITIONS DA-1 PIPELINE REHABILITATION CURED-IN-PLACE PIPE ............................................. OMITTED DA-2 PIPELINE REHABILITATION PIPE ENLARGEMENT SYSTEM ......................................ASC-3 DA-3 PIPELINE REHABILITATION FOLD AND FORM PIPE .............................�:............... OMITTED DA-4 SLIPLINING ................................................................................................................OMITTED DA-5 PIPE INSTALLED BY OTHER THAN OPEN CUT ..........................................................ASC-10 DA-6 SERVICE LINE POINT REPAIR / CLEANOUT REPAIR ............................................ OMITTED DA-7 PROTECTIVE MANHOLE COATING FOR CORROSION PROTECTION ......................ASC-13 DA-8 MANHOLE REHABILITATION ITEMS ....................................................................... OMITfED DA-9 SURFACE PREPARATION FOR MANHOLE REHABILITATION ............................... OMITfED DA-10 INTERIOR MANHOLE COATING - MICROSILICATE MORTAR SYSTEM ...........�.... �MITTED DA-11 INTERIOR MANHOLE COATING - QUADEX SYSTEM ............................................. OMITi'ED DA-12 INTERIOR MANHOLE COATING - SPRAYVIIALL SYSTEM ..........................................ASC-16 DA=13 INTERIOR MANHOLE COATING -�RAVEN LINING SYSTEM ......................................ASC-18 DA-15 INTERIOR MANHOLE COATING-STRONG-SEAL SYSTEM ..................................... OMITTED DA-14 INTERIOR MANHO.LE COATING - PERMACAST SYSTEM WITH EPDXY LINER.... OMITTED DA-16 RIGID FIBERGLASS MANHOLE LINERS .................................................................. OMITTED DA-17 PVC LINED CONCRETE WALL RECONSTRUCTION ............................................... OMITTED DA-18 PRESSURE GROUTING ............................................................................................ OMITTED DA-19 VACUUM TESTING OF REHABILITATED MANHOLES ............................................. OMITTED DA-20 FIBERGLASS MANHOLES ............................................................................................ASC-21 DA-21 LOCATION AND EXPOSURE OF MANHOLES AND WATER VALVES ..................... OMITTED DA-22 REPLACEMENT OF CONCRETE CURB AND GUTTER ...............................................ASG25 DA-23 REPLACEMENT OF 6" CONCRETE DRIVEWAYS ........................................................ASG26 DA-24 REPLACEMENT OF H.M.A.C. PAVEMENT AND BASE ............................................. OMITTED DA-25 GRADED CRUSHED STONES .................................................................................. OMITTED a�`��ij"�� ASC-1 PART DA - ADDITIONAL SPECIAL CONDITIONS DA-26 WEDGE MILLING 2" TO 0" DEPTH 5.0' WIDE ........................................................... OMITTED , DA-27 BUTT JOINTS - MILLED ............................................................................................. OMITTED DA-28 2" H.M.A.C. SURFACE COURSE (TYPE "D" MIX) ........� :.......................................... OMITI'ED � . � DA-29 REPLACEMENT OF 7" CONCRETE VAL' LEY GUTTER ............................................ OMITTED DA-30 NEW 7" CONCRETE VALLEY GUTTER .................................................................... OMITTED DA-31 NEW 4" STANDARD WHEELCHAIR RAMP ............................................................... OMITTED DA-32 8" PAVEMENT PULVERIZATION ............................................................:.................. OMITTED DA-33 REINFORCED CONCRETE PAVEMENT OR BASE (UTILITY CUT) ........:................ OMITTED DA-34 RAISED PAVEMENT MARKERS ................................................................................ OMITTED DA-35 POTENTIALLY PETROLEUM CONTAMINATED MATERIAL HANDLING ................. OMITTED DA-36 LOADING, TRANSPORTATION, AND DISPOSAL OF CONT/�MINATED�SOIL ........ OMITTED DA-37 ROCK RIPRAP - GROUT - FILTER FABRIC .............................................................. OMITTED DA-38 CONCRETE PIPE FITINGS AND SPECIALS ............................................................. OMITTED ``�.;'_:.:�'� ASC-2 ��'�� C � u � CI L�J L�J � L�J �I �el �' I■ �� I�I C�'� I�I PART DA - ADDITIONAL SP�ECIAL CONDITIONS DA-2 PIPE ENLARGEMENT SYSTEM: A. GENERAL: 1. Description: This specification includes requirements to rehabilitate existing sanitary sewers by the pipe enlargement system, � herein called Pipe Bursting or Pipe Crushing (Pipe Bursting/C�ushing). This system includes splitting or bursting the existing pipe to install a�new polyethylene pipe and reconnect existing sewer service connections. 2. Methods: This section specifies the app�oved system method or process to include all labor, materials, tools, equipment and incidentals necessary to provide for the complete rehabilitation of deteriorated gravity sewer` lines by the Pipe � Bursting/Crushing systems.� Approved methods include: the PIM Corporation (PIM System), Piscata Way, New Jersey; McLat Construction (McConnell System for Pipe Crushing), Houston, Texas; and Trenchless Replacement Systems, (TRS System), Calgary, Canada. Refer to Part D- SPECIAL CONDITIONS D-61 � SIBSTITUTIONS for information regarding pre-approval procedures for alternative processes. � 3 4. Definition: The Pipe Bursting/Crushing system is defined as the reconstruction of gravity sewer pipe by installing an approved pipe material, by means of one of the pre-approved methods set forth in Section A.2 of this specification. The process involves the use of a static, . hydraulic or pneumatic hammer "moling" device, suitably sized �to break out the otd pipe or using - modified boring "knife" with a flared plug that implodes.and crushes the existing sewer pipe. Forward progress of the "mole" �or the "knife':. may be aided by the use of. hydraulic equipment or other apparatus, as specified in the approved methods. The replacement pipe is either pulled or pushed into the bore. The method allows for replacement of pipe sizes from 8" through 21" and/or upsizing in varying increments up to 21'". This specification is based on the precedent that the Pipe Bursting/Crushing system used has been pre-approved by the City of Fort Worth Department of Engineering, and Fort Worth Water Department. Quality Assurance: The Contractor shall be certified by the particular Pipe Bursting/Crushing system manufacturer that such firm is a licensed installer of their system. No other Pipe Bursting/Crushing system other than those listed in Section A.2. of these specifications is acceptable. a. Personnel directly involved with installing the new pipe shall receive training in the proper rrmethods for joint fusing, handling, and installing the polyethylene pipe. Training shall be performed by a qualified represeritative as determined by the pipe manufacturer. b. Personnel directly involved with installing the new pipe shall receive training in the proper methods for joint fusing, handling, and installing the polyethylene pipe. Training shall be performed by a qualified representative as determined by the pipe manufacturer. � �� AS C-3 PART DA - ADDITIONAL SPECIAL CONDITION� 5. 1) Detail drawings and written description of the entire construction procedure to install pipe, bypass sewage flow and reconnection ofi. sewer service connections. 2) Working �drawings for information only showing sewage flow bypaSs, and maintenance of traffic. Contractor shall provide for continuous sewerage flow. Dewatering shall be the Contractor's responsibility. L� 3) Certification of workmen training for installing pipe. 4) � Submittais: Submit for review and acceptance, the following Contractor's Work Plan and Drawings to the Department of Engineering (DOE): a. Shop drawings, catalog data, and manufacturer's technical data showing complete information on material composition, physical properties, and dimensions of .new pipe . and fittings. Include manufacturer's recommendation for handling, storage, and repair of �pipe and fittings if damaged. b. Location and number of insertion or access pits shall be planned by Contractor and submitted in writing prior to excavation for approval by DOE. c. Method of construction � and restoration of existing sewer service connections. This shall include: 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 � manufacfurer. � 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. MATERlALS: 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 � � � � 4�ss ASC-4 � � D . � a � � PART DA - ADDITIONAL SPECIAL CONDITIONS 1,500,000) as per the Gel Permeation Chromatography determination procedure with a typical value of 330,000. a. The interior of the pipe shall be a. light reflective color to facilitate closed circuit television inspection. b. The pipe material shall be listed by the Plastic Pipe Institute (PPI) in PPI TR-4. The pipe material shall have as hydrostatic design basis of 1600 psi at 73 F and 800 psi at 140 F. c. The manufacturer's certification shall state that the pipe was manufactured from one specific resin and shall state the resin used and its source. All pipe shall be made of virgin material. No rework, except that obtained from the manufacturer's own production of the same formulation, shall be used. j�j d. Pipe supplied under this specification shall have a nominal IPS (Iron Pipe �.1 Size) outside diameter. The Standard Dimension Ratio (SDRI and minimum nressure ratina of the pipe shall be SDR 17 - 100 psi., Pipe with a � lower SDR ratio and higher pressure rating may be used in lieu of the minimum specified. � l'I L�J 2. Tests: The Contractor shall be required to send submittals to the City of Fort Worth on the production material. a. The pipe manufacturer shall provide �certification that � samples of the production product meets these specifications. � The.certification.will state that production product has been tested in accordance with ASTM D2837, and validated in accordance with the latest revision of PPI TR-3. b. The pipe manufacturer shall provide certification that stress regression � testing , has been performed on the specific product. Certification shall include a stress life curve per ASTM D2.837 and testing shall have been performed in accordance with ASTM D2837. I�I u I�I � I�I c. Rejection: Polyethylene plastic pipe and fittings may be rejected for failure to meet any of the requirements of this specification. C. SEWER SERVICE CQNNECTIONS: � 1. Sewer Service Connections: Sewer service connections shall be connected to the new pipe by mechanical or fusion methods. Once the saddle is secured, a hole shall be drilled in the pipe the full inside diameter of saddle outlet. � ��:s;:5��. ' �9l.�».,�� 2. Pipe Saddles: Mechanical saddles shall be made of polyethylene pipe compound that meets the requirements of ASTM D1248, Class C, have stainless steel straps and fasteners, neoprene gasket and backup plate. Mechanical saddles shall be Strap-on-Saddle Type as manufactured by Driscopipe or Tapping Saddl� manufactured by DuPont, or approved equal. Fusion saddles shall be electrofusion branch saddles as manufactured by Central Plastics Company, or approved equal. ASC-5 L� PART DA - ADDITIONAL SPEClAL CONDITI�NS u 3. Connection to Existing Service: Connections to the existing sewer service connections pipe shall be made using fl�xible couplings. All flexible couplings shall conform to ASTM C425 and shall be as manufactured by Fernco Joint Sealer Co., DFW Plastics, Inc. or approved equal. Backfill at service connections shall be cement stabilized sand (2 sacks per cubic yard) to a point 12 inches above the service lateral to trench intersection and shall be in accordance with these specifications. The Contractor shall, upon request, permit the Engineer to take elevations on both the existing and new portions of � the service connection pole to determine final grade and invert elevations. Elevation changes greater than 0.10 feet from the house lateral piping and shall be reconnected as directed by the Engineer. . 4. �Service Interruptions: Service interruptions to homes shall not exceed 18 hours. ----�• ��r•�� 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 Enginesr. 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: 1f pre-installation (N) inspection reveals an obstruction in the existing sewer (heavy solids, dropped joints, protruding service taps or collapsed pipe) which will prevent completion of the pipe bursting/crushing process, and cannot be removed by conventional sewer cleaning equipment, then an obstruction removal shall be made by the Contractor, with the approval of the Engineer. 3. Sags in Sewer Line: ALL SAGS AND GRADE PROBLEMS IN EXISTING SEWER LINES SHALL BE CORRECTED AS PART OF THIS CONTRACT. If the pre- construction television inspection reveals a sag in the sewer line, the Contractor shall be responsible for bringing the proposed sewer pipe to an acceptable grade without a sag. A sag is defined as any sewer line segment more than 3 feet in length which ponds water in the absence of sewa�e flow. The contractor shall take the necessary measures to elimit�ate the sag by the method of: pipe replacement, digging a sag elimination pit and bringing the bottom of the pipe !�I u I L� � 'J I'J I� 0 u �`I � � L'-J L� � � � ��;;��a � ��r,�s ASC-6 u PART DA - ADDITIONAL SPECIAL CONDITIONS �! �!J � �I � L�' I� � � L�J � a E. � a � � � �4�� trench to a uniform grade in line with the existing pipe invert or by other measures tF�at shall be acceptable to the Engineer and the City. a. Identification of Sags: Sags shall be.ident�fied by television inspection in the absence of sewage flow. If available, the Contractor shall be furnished television tapes from the City identifying the sag location. � Flow shall be blocked at �an upstream manhole and • diverted to another sewer line or . downstream � manhole �below the segment of pipe to be inspected. N inspection shall be performed in.accordance with television inspection of �� sanitary sewer line�. Video tapes shall be � submitted to the, Department of Engineering for review. b. Correction of Sags: :�Sags shall .be corrected by open .cut and by .adding .. additional bedding material to bring the sag back to grade vvhere access is available. �For pipe enlargement methods, all sags identified on the pre- construction video tapes shall be corrected prior to commencing with pipe enlargement. In instances �where� sags are located under �existing �structures, -the �existing sewer line may- be : relocated � using open cut � or boring methods: � The Department of.� Engineering shal� specifically � review potential relocation's � arid evaluate the -constructability, economics and engineering feasibility prior to construction work. �° c.� • � Measurement �and Payment: � �:Measurement �and payment to �correct �sags � � shall be per.linear foot of pipe construction to correct the sag. .For: pipe �� -bursting methods, open-cut or:bore construction; the applicable bid prices in the proposal section shall apply. 4. Television Inspection: Inspection of the pipelines shall be performed by experienced personnel trained in locating breaks, obstacles and service . connections by closed circuit color television. Television inspection shall be in � accordance with the specifications contained herewith for "Pre- and Post- Construction Television Inspection of Sanitary Sewer Lines". ' PIPE ENLARGEMENT SYSTEM AND PIPE INSTALLATION: Site Organization: a. Insertion or access pits shall be minimized and the length shall be maximized. be located such that their total number shall of replacement pipe installed in a single pull b. Existing manholes shall be utilized wherever practical. Manhole inverts and bottoms may be removed to permit access for installation equipment. c. Equipment .used to perform the work shall be located away from buildings so as not to create a noise impact. Provide silencers or other devises to reduce machine noise as needed to meet requirements. ASC-7 e' � PART DA - ADDITIONAL SPECIAL CONDITlONS 2. Finished Pipe: The installed �eplacement 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 �eparation, other deformities. Replacement pipe with gashes, nicks, abrasions, or any such physical damage which may have occurred during storage and/or handling, which are larger/deeper than 10% of the . wall thickness shall not be used and shall be removed from the construction site. � The replacement pipe ..passing through � or =terminating .in a manhole shall be carefully cut out in a shape and manner approved by the Engineer. The invert and • benches shall be �streamlined and improved for smooth flow. The installed pipe shall meet the leakage requirements of the pressure test specified later. 3. Pipe Jointing: a. Sections of polyethylene replacement pipe shall be assembled and joined on the joti site above the ground. Jointing shall be accomplished by the heating and butt-fusion system in strict conformance with the manufacturer's printed instructions. , � 4. 5 c. 0 L' I � ,u �� I � � � � �� u � a. Thread winch cable or chain and associated lines`through sewer section to be rehabilitated. Keep lines away from pedestrian and vehicular traffic. � The butt-fusion system for pipe jointing shall.be carried out in the field by operators with prior e�cperience in -fusing polyethylene pipe with similar equipment using proper jigs and tools per standard procedures outlined by the pipe manufacturer. . These joints shall have a smooth, uniform, double rolled back bead made while applying the proper melt, pressure, and : alignmen�. -.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. 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: b. Existing manYioles may be used for launch and receiving access. Remove manhole invert and bottom as required. Pull winch chain through sewer section and attach to cutter and machine head. Lower into launching manhole, apply winch tension pulling the cutter and head into the sewer until the rear of the machine is flush with the manhole wall. Attach steel starter pipe and advance assembly until the rear of the steel starter pipe is flush with the manhole wall. Lower hydraulic jack into the manhole and align. Insert new pipe by simultaneous operation of the jack and winching the cutter and head forward. Anchoring New Pipe and Sealing Manholes: � C � 4iwY� ASC-8 � �;..�s !�1 u I�l a. After the new pipe has been installed in the entire lengt section, anchor the pipe at manholes. The new pipe shall manholes for enough distance to allow sealing and trimming. h of the sewer protrude in the � � b. Sealing the new pipe at manholes shall not begin for a minimum of ten (10) hours after installation. . Provide a flexible gasket connector in the manhole wall at the end of the new pipe, centered in the existing manhole wall. � Grout flexible connector in the manhole, filling all voids the full thickness of the manhole wall. C' LR' ,�� u � � �� L�1 I�I Q F. PART DA - ADDITIONAL SPECIAL CONDITIONS c. Restore manhole bottom and invert. Field Testing: a. Low Pressure Air Test of Replacement Pipe: After a manhole-to-manhole section of sanitary sewer main has been pipe bursUcrushed and prior to any service lines being connected to the replacement pipe, the pipe shall be plugged at .each :manhofe with pneumatic plugs. The design of the plugs shall be such that they .will hold against the test pressure without requiring external blocking or bracing. � One of the plugs shall have three air hose connections; one for the inflation of the plug, one for reading the air pressure in the�sealed line, and one for introducing air into the sealed line. . Low pressure air shall then �be introduced .into the sealed line until the internal air pressure :reaches 4.0 �.psig.�greater than ,the average back -pressure resulting �from any ground .water that �may be.over the pipe. At . least two minutes.shall.elapse to allow the pressure to stabilize. The time required for the internal pressure to decrease from 3.5 to 2.5 psig greater than the average back pressure resulting from any ground water that may be over the pipe, shall not be less than the time shown for a given pipe diameter in the following table: C� Carrier Pipe " Minimum Elapsed Diameter (inches) Time (min�ltes) 8 4 10 5 12 6 15 7 , b. Post-�onstruction Television Inspection of New Pipe: Refer to Special Condition for Post-Construction Television Inspection of Sanitary Sewer. 11IIEASUREMENT AND PAYMENT: � 1. Pipe Installation: Pipe installation will be measured for payment by the linear foot of pipe actually installed in the variaus diameters of sewers measured along the , centerline of the sewer from centerline to centerline of manholes. Payment will be a made for the quantities measured at th'e unit price per linear foot for the various sewer diameters listed. Q �� . � ASC-9 PART �DA - ADDITIONAL SPE�IAL CONDITIONS 2. Service Reconnecfions: Installation of sewer service connections will be measured for payment by each actually reconnected to the installed pipe. Payment will be made for the quantities measured at the unit price per each listed. Payment shall include required excavation and backfill, , saddles, flexible connections, and all other incidentals necessary to successfully reconnect sewer service `lines to the rehabilitated sewer. Payment shall not include pavement replacement, which if required, shall be paid separately. 3 4. Sewer Cleaning by Bucket Machine: Heavy cleaning requiring more than hydraulic jet cleaning shall be performed by bucket machines. The payment for such cleaning shall be included in the bid item for Pre-Construction Television Inspection of Sanitary Sewer Lines. . By-pass Pumping: The Contractor shall provide diversion for the flow of sewage around the section or, sections of pipe designated for. rehabilitation. The pumps and by-pass lines shall be of adequate capacity and size to handle all flows. All costs for by-pass pumping required during installation of the pipe shall be subsidiary to pipe enlargement. 5. Subsidiary Work': Any damage to utilities and property, resulting r�pairs, temporary service costs, �etc. shall be borne by Contractor. Repair and/or . replacement of fences,:-sprinkler system piping-and other such restoration.work . resulting from Contractor activities shall be considered subsidiary to the cost of the � - project and no additional pa�ment will be allowed. . -• 6. � Testing: � �All cost� fior •testing �the :replacement _pipe by �a �pressure method will be - � incidental to pipe installation. DA-5 PIPE INSTALLED BY OTHER THAN OPEN CUT: A. GENERAL: . 1. Furnish materials and necessary accessories, with strengths, thickness, coatings, and fittings indicated, specified and/or necessary to•complete the work. [: 2. All excavation shall provide an open area conforming to the outside diameter of the casing and/or carrier conduit. The excavation shall be to an alignment and grade which will allow the carrier conduit to be installed to proper line and grade as shown on the Plans and as established in the Specifications. � 3. Work shall be performed in accordance with the requirements of the City of Fort Worth Water Department, the Texas Department of Transportation, or railroad company, as applicable. MATERIALS: 1. Casing Pipe: Casing pipe shall be steel conforming to ANSI B36.10 and the following: � a. Field Strength: 35,000 psi minimum. b. Wall thickness: 0.312 in. minimum (0.5 for railroad crossings). ��'��ti� ASC-10 � � � � � � � C. �� U �, � � � � 2. 3 PART D� - ADDITIONAL SPECIAL CONDITIONS c. Diameter: As shown on the drawings (minimum size requirements). d. Joints: Contir�uous circumferential inreld in accordance with AWS D1.1. Carrier Pipe in Casing: , Carrier pipe shall be �as shown on drawings and as specified in the General Contract Documents. . Sewer Pipe without Casing Pipe: Shall be minimum Class 51 ductile iron pipe, or as designated on the plans. � 4. Grout: Grout shall be Portland Cement grout of min. 2000 psi compressive strengih at 28 �days. Proportioned not less than 1 cu. ft. of cement to 3 cu. ft. of fine sand with sufficient water added to provide a free flowing thick slurry. . EXECUTION 1. Where sewer pipe is required to be installed under railroad embankments or under highways, streets or other facilities in other than open cut, construction shall be performed in such a manner so as •to not interfere with the operation of the . railroad, street,�highway, or other facility, and so as not to weaken or damage any embankment or structure. During consiruction operations, barricades and lights to safeguard tra�c and pedestrians shall be furnished and maintained, until such . time as the backfill has been.completed and then shall be removed from the site. 2. 3. Pits and Trenches: a. If the grade of the pipe at the er�d is below the ground surface, suitable pits or trenches shall be excavated for. the purpose of conducting the jacking or tunneling operations and for placing end joints of the pipe. Wherever end trenches are cut in the_ sides of the embankment or beyond it, such work shall be sheeted securely and braced in a manner to prevent earth from caving in. b. The location of the pit shall meet the approval of the Engineer. c. The pits of trenches excavated to facilitate these operations shall be backfilled immediately after the casing and carrier pipe installation has been completed. . Boring and Jacking Steel Casing Pipe: Steel casing pipe shall be installed by boring hole with the earth auger and simultaneously jacking pipe into place. a. The boring shall proceed from a pit provided for the "boring equipment and workmen. The holes are to be bored mechanically. The boring shall be done using a pilot hole. By this method an approximate 2-inch hole shall be bored the entire length of the crossing and shall be checked for line and grade on the opposite end of the bore from the work pit. This pilot hole shall serve as the centerline of the larger diameter hole to be bored. Other methods of maintaining line and grade on the casing may be approved if acceptable to the Engineer. Excavated material shall be placed near the � o�� a,,� ASC-11 PART DA r ADDITIONAL SPECIAL CONDITIONS top of the working pit and disposed of as required. The use of water or otFier fluids in connection with the boring operation will be permitted only to 'the extent required to lubricate cuttings. Jetting or sluicing will not be permitted. 4. 5. �. y�. .. a�,� r �' � b. In unconsolidated soil formations, a gel-forming colloidal drilling fluid consisting of at - least 10 percent of high grade carefully processed bentonite may be • used to consolidate cuttings of the bit, seal the walls of . the hole, and furnish lubrication for subsequent removal of cuttings and installation of the pipe immediately thereafter. c. Allowable variation from the line and grade shall be as specified under . paragraph A.2. All �voids between bore and outside of casing shall be pressure grouted. Installation of Carrier Pipe in Casing: a. Sanitary sewer pipe located within the encasement pipe shall be supported by "skids" or "bands" to prevent the pipe and bells from snagging on the inside of the casing, and to keep the installed line from resting on tFie bells. b. All skids shall be treated with a wood preservative. Skids should extend for the full length of the pipe with the exception of the bell area and spigot area necessary for assembly unless otherwise specified. . c: - The Contractor shall�prevent over-belling the pipe�while installing it through �- the casing. A�method of restricting the movement between the assembled bell and spigot where applicable shall be provided. - " d. At all bored, jacked, or tunneled installations, the annular space between the carrier pipe and casing shall be filled with grout. Care must be taken that not too much water is forced into the casing so as not to float the pipe. . The backfill -material will not,be required unless specified on the plans and specified by the Engineer. e. Closure of the casing after the pipe has been installed shall be plugged at the ends of the casing as shown on the drawings or as required by the Engineer. Boring and Jacking Ductile Iron Pipe without Casing Pipe: a. As indicated on drawings and as required` and directed by the Engineer � sewer shall be constructed of bore and jacked ductile iron pipe. b. When a casing pipe is not designated on the drawings, the contractor shall provide a casing pipe if necessary to achieve �line �nd grade.� Casing pipe shall be provided at no additional cost and shall be subsidiary to the cost bid.for installation By Other than Open Cut. c. Bore and jack in acc:ordance with paragraph C.3. above. ASC-12 � � � a � � a � � L� � � �� .. � � � a � a � � � PART DA - ADDITIONAL SPECIAL CONDITIONS d. Short length of sewer consisting of a single pipe section may be installed by jacking without a bore hole if permitted by the Engineer and in soft soil layer. All voids outside of installed pipe shall be pressure grouted. 6. Tunneling: Where the characteristics of the soil, the size of the proposed pipe, or � the use of monolithic sewer �would make .the .use of tunneling more satisfactory -�•� than jacking or boring, or when shown on the plans,-a tunneling method may be used, with the approval of the Engineer or railroad/highway officials. a. When tunneling is permitted, the.lining of the tunnel shall be of sufficient strength of support� the .overburden. The Contractor shall submit �the � proposed liner method to .the Engineer for approval. The tunnel liner .� design .shall bear.the seal of .a licensed professional engineer in the State of Texas. Approval by the Engineer shall not relieve �the Contractor of the responsibility for the adequacy of the liner method. Q c. The space between the tunnel liner and the limits of excavation shall be pressure grouted or mud jacked. � Access holes for placing concrete shall be space at maximum intervals of 10 feet. D. MEASUREMENT� AND PAYMENT: .Installation �of pipe by other-than open cut will .be ,:,, -measured by the linear:foot .of pipe,. complete in place..� Such..measurement_will .be.made --between the ends of the pipe :along the central -axis as installed.-�:The work performed and •.•�materials furnished.as prescribed by.#his item will be paid�for.at the Contract Unit Price bid per linear foot for Pipe Installed by Other Than Open Cut of the, type, size, and class of pipe specified as shown on plans. The furnishing of.all materials, pipe, liner materials required for installation, for all preparation, hauling.and installing of same, and for all labor, ..tools, equipment and incidentals necessary to complete .the work, including excavation, � backfilling and�disposal of surplus material shall be�included in the Contract Unit Price as shown in the Bid Proposal. � DA-7 PROTECTIVE MANHOLE COATING FOR CORROSION pROTECTION: � ;�� w �, p4�14z1� ��y��; . GENERAL: 1. Scope: This section governs all work, materials and testing required for the application of interior protective coating. Structures designated to received interior coating are listed on the construction drawings. The structures are to be coated, including interior wall, top and bench surfaces. Protective coating for corrosion protection shall meet the requirements of this Specification (and items DA-12 and DA-13) and the Manufacturers recommendations and specifications. 2. Description: The Contractor shall be responsible for the furnishing of all labor, supervision, materials, equipment, and testing required for the completion of protective coating of structures in accordance with manufacturer's recommendations. ASC-13 PART DA - ADDITIONAL SPECIAL CONDITIONS 3. 4. Manufacturer's Recommendations: Material's 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 turbulence or high H2S content.is expected. B. MATERIALS: �J � � � 1. Scope: This section governs the materials required for completion of protective •� � � • coating of designated structures. 2. Protective Coating: The protective coating shall be a proprietary two component, 100 percent solids, rigid polyurethane system designated as Spray Wall as _ manufactured by Sprayroq, Inc. or a two-part epoxy resin system using 100%.solids based epoxy binder with fibrous and flake fillers, is manufactured by Raven Lining systems and designated as Raven 405. ' 3. Specialty Cement (If required for leveling or filling)`: The specialty cement=based coating material shall be either Quadex QM-1s as manufactured by Quadex, Inc. or Reliner MSP as manufactured by Standard Cement Materials. 4. Material Identification: The protective coating material sprayed onto the surface of� the structure shall be a urethane or epoxy resin system formulated for the � application to a sanitary.sewer environment. -The spray�system shall exhibit the minimum physical properties'as follows: Property Standard Tensile Strength ASTM D-638 Flexural Stress ASTM D-790 Flexural Modulus ASTM D-790 Long Term Value 5,000 psi 10,000 psi 550,000 psi 5. Mixing and Handling: Mixing and Handling of specialty cerrient material and protective coating material, which may be toxic under certain conditions shall be in accordance with the recommendations of the manufacturer and in such a manner as to minimize hazard to personnel. It is the responsibility of the Contractor to provide appropriate protective measures to ensure that materials are under control at all times and are not available to unauthorized personnel or animals. All equipment shall be subject to the approval of the Engineer. Only personnel thoroughly familiar with the handling of the coating material shall perform the spray coating operations and coating installations. C. EXECUTION: 1. 2. � ��j6%99 �:m� General: Protective coating shall not be installed until the structure is complete and in place. Preliminary Repairs: ASC-14 � u � � � I� L�l � LJ IJ I�I l�l LJ � f� 'J L�J 3. PART DA - ADDITIONAL SPECIAL CONDITIONS a. All foreign materials shall be removed from the interior of the structure using high pressure water spray (3500 psi to 4000 psi at spray tip). b. All unsealed lifting holes, unsealed step holes, and voids larger than' approximately one-half (1/2) inch in thickness shall be filled with patching � compound as recommended by.the material supplier for this application. c. . After all repairs have been �completed, remove all loose material. . Protective Coating: a. � The protective coating shall be applied to the�structure .from the bottom of ... .. �� the frame to the� bench, down to the top of �the trough. � The top of the structure shall also be coated. b. The protective coating shall be installed in accordance with the manufacturer's recommendations and the following procedure. -1) 2) 3) The surFace�shall be �thoroughly cleaned of all foreign materi�ls and matter. Place covers .over� the invert. to prevent extraneous material from __ ente�ing the sewers. � �If required�for'filling or.Jeveling,`.�pply..specialty�cement product to .. provide a smooth surface.for.the coasting materiaL �� ..� �' 4) Spray the urethane or epoxy onto the structure wall and benchltrough to a minimum uniform thickness of 125 mils (0.125 inches). Thickness to be verifiable .�hrough 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 sef 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 Manhotes: Testing of rehabilitated manholes for watertightness shall be performed by the Contractor after operations are complete in accordance with the Section D-63 - VACUUM TESTING OF . SANITARY SEWER MANHOLES. t D. MEASUREM'ENT 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 � �"�i�si9�s ASC-15 ��..�:;:.�� PART DA - ADDITIONAL SPECIAL CONDITIONS work. Pressure grouting, if necessary to stop active infiltration prior to application of the protective coating, shall be jncluded in the above unit price. Grouting of the pipe seals, bench and trough, and lower portion of a particular structure, if required by the Engineer, shall be paid for separately, as specified in Section DA-8, MANHOLE REHABILITATION. DA-12 INTERIOR MANHOLE COATING - SPRAY WALL SYSTEM: A. GENERAL , 1. • Scope 2. 3. � This section governs all work, materials and testing required for the application of interior manhole�coating.. Manholes designated for interior:coating�are listed on.the Manhole Rehabilitation Schedule. Interior rrianhole coating shall meet the requirements of this Section or of Section DA-10, DA-11, DA-13, or DA-14. Description The Contractor shall be responsible for the furnishing of all labor, supervision, materials, equipment, and .testing required�for .the completion of interior caating of manholes in accordance with the Contract Documents. Manufacturer's Recommendations Materials, mixture �ratios, and procedures �utilized for. the coating process shall be in accordance with manufacturer's recommendations. Manholes ,Manholes to be coated are of brick, block, or �concrete construction. All manholes shall have a minimum of one-half (1/2) inch specialty cement-based coating material (Quadex QM-1 s or Reliner MSP) sprayed or trowelled on coating over the original interio� surface. B. MATERIALS 1. �►: 3. �� x��:��:� �� 1��99 Scope � This section govems the materials required for completion of interior coating of manholes. Interior Coating -- The interior coating shall be a proprietary two component, 100 percent solids, rigid polyurethane system designated as�pray Wall as manufactured by Sprayroq, Inc. Specialty Cement ASC-16 a 0 u PART DA - ADDITIONAL SPECIAL CONDITIONS The specialty cerhent$based coating material shall be either Quadex QM-1 s as manufactured by Quadex, Inc. or Reliner MSP as manufactured by Standard Cement Materials. 4. Materialldentification !.� - �� The interior manhole coating material.sprayed onto the surface of the manhole shall � r-. . � be a urethane resin system formulated for the . application to a sanitary sewer �� environment. The spray system shall exhibit the physical properties as follows: � Pronertv Standard � Tensile Strength ASTM D-638 Flexural Stress ASTM D-790 Flexural Modulus ASTM D-790 u � � ��l 5. QC. EXECUTION � � � � � � U � 3 5 's��w*i a�rr�ss 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. � Mixing and Handling 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 mater.ial �.:shall-.perform :the - spray.:.coating . operations .and . coating installations. . 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. Interior Manhole Coating a. The interior coating shall be applied to the manhole from the bottom of the frame to the bench, down to the top of the trough. b. The interior coating shall be installed in accordance with the manufacturer's recommendations and the following procedure. 1) The surface shall be thoroughly cleaned of all foreign materials and matter. Cleaning shall be accomplished by using high pressure water ASC-17 � � PAF�T DA - ADDITIONAL SPECIAL CONDITIONS � 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 ��xtraneous material �rom entering the sewers. ' � 3) .Apply a minimum of one-half (1/2) inch specialty cement product (Quadex QM-1s or Reliner MSP) smooth surface for the urethane coating material. 4) Spray the urethane onto the manhole wall and bench/trough with , a minimum thickness of 125 .mils (0.125 inches). Thickness �.to be .. ;... :. verifiable through the.use.of..methods�acceptable to the Engineer. � � .. _ 5) Coat trough area • with specialty cement product (Quadex QM-1 s or � Reliner MSP). 1. Testing of Rehabilitated Manholes a. �� Testing of � rehabilitated -�manholes for� �watertightness shall be performed by ��= the Contractor after operations are complete in accordance with Section DA- 18. D. MEASUREMENT AND PAYMENT Payment shall be based on the Contract Unit �Price per.vertical :foot;� measured� from the bottom of the frame to the top of the bench. The Contract Unit Price shall be payment in full for perForming the work and for.furnishing all labor, supervision, materials, equipment and material. testing required to complete the work. � Grouting, � if necessary, �shall be included in the above unit price. Grouting of the pipe seals, bench and trough, and lower portion of a particular manhole, if, required by Manhole Rehabilitation Work Schedule or required to be done by the Engineer, shall be paid for separately at the Contract Unit Price. DA-13 INTERIOR MANHOLE COATING - RAVEN LINING SYSTEM: A. GENERAL 1. 2. Scope This section governs all work, materials and testing required for the application of interior manhole coating. Manholes designated for interior coating are listed of the Manhole Rehabilitation Schedule, listed in Section I. Interior manhole coating shall meet the requirements of this Section, or of Section DA-10, DA-11, DA-12, or DA-14. Description The Contractor shall be responsible for the furnishing of all labor, supervision, materials, equipment, and testing required for the completion of interior coating of manholes in accordance with the Contract Documents. � � �� L�� 4�is�ss � ASC-18 � �:. : � Q � � � _ � a Q a � ' � � � i� � � � � � � 0 ��A;� PART DA - ADDITIONAL SPECIAL CONDITIONS 0 3. Manufacturer's Recommendations Materials, mixture ratios, and procedures utilized for the coating process shall be in accordance with manufacturer's recommendations. 4. Manholes Manholes to be coated are of.brick, �block, or concrete construction. All manholes . shall �have a minimum of one-half (1/2) �specialty �cement-based coating material (Quadex QM-1s or Reliner MSP) sprayed or trowelled on coating over the original interior surface. MATERIALS � 1. Scope This .section govems the materials required .for completion of interior coating of manholes. 2. Interior Coating Raven Ultra High-Build epoxy Coating, a two-part epoxy resin system using 100% - solids based epoxy,binder �with .fibrous. and.:flake fillers, ..is manufactured by Ra�en Lining systems and designated as Raven 405. 3. Specialty G�ement � �� The specialty cement-based � coating material �shall be -either Quadex QM-1 s-as manufactured by Quadex, Inc. or Reliner MSP as manufactured by Standard Cement Materials. ASC-19 PART DA - ADDITIONAL SPECIAL CONDITIONS 4. 5. Material Identification Contractors will completely identify the types of grout, mortar, sealant, and/or root control chemicals proposed and provide case histories of successful use or defend the choice of grouting materials based on chemical and physical properties, ease of application, and expected performance. These _ grouting materials shall be compatible with Raven 405 interior coating. The contractor shall be responsible for getting approval from �Raven Lining systems and/or the grout manufacturers for the use of these grouting materials. Mixing and Handling Mixing and handling of interior coating, which may be toxic under certain conditions .: shall be in accordance.with the recommendations of. the� manufacturer and �in such a manner as to minimize hazard to personnel. It is the responsibility of the Contractor to provide �appropriate protective �measures to ensure that ,materials �are-:under control at all times and are not:available to. unauthorized personnel or animals. All equipment shall be subject to the approval of the Engineer. Coating�. shall be � performed only by� certified applicators approved by the manufacturers. � C. EXECUTION 3. 1. General �Manhole.coating.shall not be..performed.until;sealing of�manhole from,frame and - � � � - grade, adjustments, partial �� manhole ° replacement, manhole�: �grouting •or sewer � -� � - replacemenUrepairs are complete. . 2. Temperatures Normal ,interior coating operation shall be performed at temperatures of 40°F or greater. No application shall be� made when freezing is expected within 24 hours. Interior Manhole Coating a. Manholes scheduled for interior coating are shown on the Manhole Rehabilitation Schedule. The interior coating shall be applied to the manhole from the bottom of the manhole frame to the bench/trough, including the bench/trough. b. The interior coating shall be installed in accordance with the manufacturer's recommendations and the following procedure. 1) The surface preparation shall comply with the requirements of Section DA-9, SURFACE PREPARATION FOR MANHOLE RESTORATION. 2) Apply a minimum of one-half (1/2) inch specialty cement-based product (Quadex QM-1 s or Reliner MSP) smooth surface for the urethane coating material. � � � L", � � � � �� I� � l�� C�� i� � � �� `� ASG20 � pol�&!9� � 0 � �l � '� � � � '�J PART DA - ADDITIONAL SPECIAL CONDITIONS 3) The surface prior to application may be damp but shall not have noticeable free water�droplets seeping or running water. Material shall be spray applied per manufacturer's recommendations �with a minimum thickness of 125 mils (0.125 inch). 4) After the walls � are coated, the wooden bench covers shall be � removed and .the bench sprayed:to the same average and. minimum thickness �as required for the walls. 5) . . 6) 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. .No applications _:shall . be � made to . frozen .surtaces or if .fceezing is _ expected �.to _occur .in :side ..the-_manhole. �within 24 hours after application. , 4. Testing of Rehabilitated Manholes •�After the epoxy liner: has set (hard to touch),. all visible .pinholes; shall be -�•. repaired.�>-Repairs shall be made by lightly�abrading the surface and brushing °� the lining material-over�the area.�: All blisters and.evidence�of uneven�cover shall be repaired according to �the manufacturer's recommendations. Spot check of coating thickness may be made by Owner's Representative, and the -contractor shall.repair-these �areas as required, at no �additional �cost to the Owner. � a. � � � - - •� � � • � � � •��..,. b: _., .-- _, �. Testing of . rehabilitated . manholes ..for. watertightness :shall be performed by .. � � . �the Contractor after operations�are complete in accordance with Section DA- . 18 — VACUUM TESTING OF REHABILITATED MANHOLES. � � D. MEASUREMENT AND PAYMENT �� ..� Payment shall be based on the .Contract Unit. Price per vertical foot, measured from the bottom of the frame to the top of the bench. The Contract Unit Price shall be payment in full for pertorming the work and for furnishing all labbr, 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-20 FIBERGLASS MANHOLES: A. Q a � � 4�� DESCRIPTION: This item shall govern the furnishing and installation of fiberglass manholes. The location of these manholes are shown on the drawings. Each manhole shall be a one-piece unit manufactured to meet or exceed all specifications of ASTM D-3753, latest edition, as manufactured by L.F. Manufacturing, Inc., Giddings, Texas, or approved equal. All manhbles shall be "heavywall", %Z inch minimum wall thickness. � ASC-21 PART DA - ADDITIONAL SPECIAL CONDITIONS i� �Ca'^2 � ��r�rss �..� � GENERAL: 1. . Resin: The resins used shall be a commercial grade unsa�urated polyester resin or other suitable polyester or vinyl ester resin. �2. Reinforcing Materials: .: T'he reinforcing .materials shall be .commercial Grade "E" type glass in the .form of continuous roving, and chop roving, having a coupling agent that will provide a suitable bond between the glass reinforcement and the . resin. 3. Interior Surfacing Material: The inner surface exposed to the chemical � environment �shall be a resin-rich layer of 0.010 to .0.020 in. thick. The inner surface .layer exposed to �the corrosive environment .shall �be followed with a minimum of two passes of chopped. roving of minimum .length 0.5 in. '(13mm) to - maximum length of 2.0 in. (50.8 .mm) and �shall be applied uniformly to an equivalent weight of 3 oz/ft. Each pass of chopped� roving shall be well-rolled prior . to the application of additional ceinforcement. The combined thickness Qf:.the inner surtace and interior layer shall not be less than 0.10 in. (2.5 mm) � 4 5. Wall Construc�ion Procedure: -After�inner layer has�been applied the manhole wall shall be constructed with chop and continuous strand filament wound manufacturing �process which �insures -�continuous reinforcement and uniform strength and composition. The cone� section, if �produced separately, :shall .be � a�xed to.the barrel �section at the. factory with resin-glass reinforced �joint resulting �� in a��one piece unit.�:-Seams shall be..fiberglassed on.the�inside and the.outside using the same gCass-resin jointing�procedure. � Field joints shall not be acceptable by anyone except the manufacturer. Exterior Surface: For a UV inhibitor the resin on the exterior surFace of the manhole shall have gray pigment�added for a minimum thickness 0.125 in. 6. Stubouts and Connections: -Stubouts shall be installed at locations shown on the drawings. Installation of SDR 35 PVC sewer pipe shall be performed by sanding, priming, and using resin fiber-reinforced hand layup. The resin and fiberglass shall be same type and grade as used .in the fabrication of the fiberglass manhole. Kor- N-Seal boots for each pipe connection shall be installed by manhole manufacturer using fiberglass reinforced pipe stubout for Kor-N-Seal boot sealing surface. 7. Manhole Bottom: Manholes shall ha v e resin fiber-reinforced bottoms. Bottom shall have a minimum of three 1'/z in. deep x 3%z in. wide stiffening ribs completely enclosed with resin fiber-reinforcement and have a minimum 3 in. anti-flotation ring as shown on the drawings. Manhole bottom shall b� a minimum of 5116 in. thick. 8. Fillers and Additives: Fillers, when used, shall be inert to the environment and manhole construction. Sand shall not be accepted as an approved filler. Additives, such as thixotropic agents, catalysts, promoters, etc., may be added as required by the specific manufacturing process to be used to meet the requirements of this standard. The resulting reinforced-plastic material shall meet the requirements of this specification. ASG22 � � c. � � � � � . u � D. a� � � � � I�j u I� � � ��. �� f�4�� PART DA - ADDITIONAL SPECIAL CONDITIONS MAN U FACTU RE: Manhole cylinders, manway reducers, and conn�itors shall be produced from glass fiber- reinforced polyester resin using a combination of chop and continuous filament wound process. � . 1. Interior Access:� .All manholes��shall be designed so that a ladder or step system can be supported by the installed manhole. . Manhole steps will not be required, • however. ' 2. Manway Reducer: � Manway .reduces will be concentric with respect to the larger portion of the marihole diameters through 60 inches. 3. Cover and Ring Support: The �manhole shall provide an area from which a grade rings can be installed to accept a. typical metal ring and cover and have the .. strength to support an H-20 traffic load without damage to the manhole. REQUIREMENTS: 1. Exterior Surface: -The exterior-surface shall be smooth with�no sharp projections. � Hand-work finish will be acceptable as long as enough resin is present to eliminate fiber show. The exterior �surface shall be free of blisters larger than �0.5-inch diameter, delamination or fiber show. 2.�-.- ��:. :�,Interior -Surface: �- :Tlie ,interior surface.shall..be .resin �rich �with •no exposed fibers. � �: �• The � surface shall be free�� of crazing, delamination, � blisters larger than 0.5-inch diameter and wrinkles of 0.125-inch �or greater in depth. Surface pits shall be _. permitted if they are less than 0.75 inches in diameter and less than.0.0625-inch . deep. Voids that cannot be broken with finger pressure and that are entirely below � the resin surface shall be permitted if they are less than 0.5-inch diameter and less than 0.0625-inch thick. 3. Repairs: All manhole repairs by the manufacturer shall result in a product which meets all requirements of this specification. Field repair of manholes will not be allowed. � 4. Diameter Tolerance: Tolerance of inside diameter shall be +/- 1% of required manhole diameter. 5. Load Rating: The cbmplete manhole shall have a..minimum dynamic-load rating of 16,000 Ibf. when tested in accordance with ASTM D-3753 8:4 (note 1). To establish this rating the complete manhole shall not leak, crack, or suffer other damage when load tested to 40,000 Ibf. and shall not deflect vertically downward more than 0.25-inc at the point of the load application when loaded to 24,000 Ib. � - 6. Stiffness: The manhole cylinder shall have the minimum pipe-stiffne'ss values shown in table below when tested in accordance with ASTM D-3753 8.5 (note 1). HEIGHT - FT. FIAY - PSI ASC-23 f�l PART DA - ADDITIONAL SPECIAL CONDITIONS 3-6.5 7 - 12.5 E. F. 7. Soundness: In order to determine soundness, appiy an air or water pressure test to the manhole test sample. Test pressure shall not be less than 3 psig or greater , than 5 psig. While holding at the established pressure, inspect the entire manhole for leaks. Any leakage .through the .laminate is cause for failure of the� test. Refer - to ASTM D-3753 8.6. � 8. � Chemical Resistance: � The fiberglass manhole and all related components shall be fabricated from ��corrosion proof � material . suitable for � atmospheres containing hydrogen sulphite.and dilute.sulfuric acid as well as other�gasses associated with the wastewater collection system. 0.75 1-.26 � '�� L`-J � �� PHYSICAL PROPERTIES: 1. Tensile Strength (psi) 2. Tensile IVlodules (psi) 3. Flexural Strength (psi) 4. Flexural Modules (psi) 5. Compressive (psi) Hoop Direction 18,000 0.6 x 106 26,000 1.4 x 106 18,000 Axial Direction 5,000 0.7 x 106 4,500 0.7 x 108 10,000 QUALITY CONTROL: �� "J L'J � -..Each.completed manhole shall be°�examined for.dimensional�.requirements;�hardness,�and z workmanship: �-All required ASTM D-3753 testing shall�be.completed��and.;records of all � testing shall be kept and copies of test records shall be presented to customer upon formal written request within �a reasonable time period. G. ,. As a basis of acceptance .the manufacturer shall provide an � independent certification -.. which consist of a copy of the manufacturer's test report and accompanied by a copy of the test results that 1he manhole has .been sampled, tested, and inspected in accordance with the provisions of this specification and meets all requirements. � H. SHIPPING AND HANDLING: The fiberglass manholes shall not be dropped or struck. They may be lifted by inserting a 4" x 4" x 30" tirriber into the top of manhole with cable attached or by a sling or "choker" connection around center of manhole, lift as required. Use of chains or cables in contact with the manhole surface is prohibited. CONCRETE: 1. Fiberglass 8ottom: Class F Concrete shall be used to form bench area and invert. Class E Concrete shall be used on top of anti-flotation ring and around the reduce section as required for buoyancy and as shown on the drawings. . 2. Concrete Bottom: Lower manhole i'�to wet concrete until it rests at the proper elevation, with a minimum of 4 inc}ies of fiberglass manhole inserted into the wet concrete below flow line, then move manhole to plumb. The concrete shall extend � � '��` ASG24 �� a 0 � .- ri �� , � � � � K. L�J LJ PART DA - ADDITIONAL SPECIAL.CONDITIONS a minimum of one foot from the outside wall of the manhole and a minimum of 6 inches above incoming lines. On the insi�e concrete shall form the bench and invert area and rise a minimum of 4 inches above incoming lines. Concrete collars shall be constructed around reducer section at locations shown on the drawings. BACKFILL: 1. Backfill Materiat: Unless �shown otherwise on drawings and approved by the Engineer, sand, crushed stone, or pea gravel shall be used for backfill around the . manhole for a minimum distance of one foot from the outside surface and extending from �the bottom of the excavation to the top of the reducer section. Suitable material chosen from the excavation may be used for the -remainder �f the backfill. � The.material �chosen shall be�free of large lumps or clods, which will ��. not readily. break down under compaction. � This material will be subject to approval by Engineer. 2. . Backfill shall be placed in layers of not more than 12 loose measure inches and mechanically tamped to 95% Standard Proctor Density, unless otherwise �. approved by Engineer. �� Flooding will not�be permitted. Backfill shall be placed in � such a manner�as to pr�vent �any wedging action against the, fiberglass manhole structure. MARKING AND IDENTIFICATION: �� -�.� Each manhole shall be marked on .the .inside and outside��with the following �information: 1. Manufacturer's name or trademark 2. Manufacturer's factory location 3. Manufacturer's serial number 4. Total height . 5. Complies with ASTM D-3753 MEASUREMENT AND PAYMENT: � L. �� L•J � �' 1. The price bid for new/ replacement manhole installations shall include all labor, equipment and materials necessary for construction of the manhole including but not limited to jaint sealing, lift hole sealing and exterior surface coating, concrete b�ase, concrete invert, connections to sewer pipes, castings, backfill, unpaved surface restoration, and all appurtenant work. 2. Payment for concrete collars and watertight manhole inserts, if required, will be made separately, based on the appropriate bid items. DA-22 REPLACEMENT OF CONCRETE CURB AND GUTTER: Contractor shall replace all damaged existing curb and gutter, as designated by the Construction Engineer, and replace with standard concrete curb and gutter, laydown curb and gutter, or in like kind, as governed by the standard City Specifications. Pay limits for laydown curb and gutter are as shown in Drawing No. S-S5 of the Standard Specifications. Included, and figured subsidiary to this unit price, will be the required excavation into the street to aid in the construction of the curb � ��`sis"� • ASC-25 �� PART DA - ADDITIONAL SPECIAL CONDITIONS� � 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 wi�hin 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 witl�in:fourteen (14).,calendar. days from the:day�:of�,.. ...::. _.. � . demolition to date of completion.� if�the.°cbntractor fails .to :complete the work.within fourteen (14) � �� calendar day,s, 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, e�quipment and incidentals necessary to complete the work: DA-23 REPLACEMENT OF 6" CO�VCRETE DRIVEWAYS: -� This item shall include � the removal and � replacement of existing concrete driveways, �due to �.,�deterioration or in .situations where curb and .gutter is �replace�i to adjust grades to eliminate : ponding-water..with same day .haul-off .of the removed � material to ;a suitable dump site. For �� specifications go�erning 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 �shaU�berfull:compensation for...all•.labor,��material,.equipment, .. -supplies, and incidentals �necessary to complete the work.� �� L=� '� � �� C�� a ��1 � �� ASC-26 �l �1 J ■,. �, � � � � � � � � r � � � � L"'� I� PART DA - ADDITIONAL SPECIAL CONDITIONS DA-1 PIPELINE REHABILITATION CURED-IN-PLACE PIPE ............................................. OMITTED DA-2 PIPELINE REHABILITATION PIPE ENLARGEMENT SYSTEM ......................................ASC-3 DA-3 PIPELINE REHABILITATION FOLD AND FORM PIPE ............................................. OMITTED DA-4 SLIPLINING ................................................................................................................OMITTED DA-5 PIPE INSTALLED BY OTHER THAN OPEN CUT ..........................................................ASC-10 DA-6 SERVICE LINE POINT REPAIR / CLEANOUT REPAIR ............................................ OMITTED DA-7 PROTECTIVE MANHOLE COATING FOR CORROSION PROTECTION ......................ASC-13 DA-8 MANHOLE REHABILITATION ITEMS ....................................................................... OMITTED DA-9 SURFACE PREPARATION FOR MANHOLE REHABILITATION ............................... OMITTED DA-10 INTERIOR MANHOLE COATING - MICROSILICATE MORTAR SYSTEM ................ OMITTED DA-11 INTERIOR MANHOLE COATING - QUADEX SYSTEM ............................................. OMITTED DA-12 INTERIOR MANHOLE COATING - SPRAYWALL SYSTEM ..........................................ASC-16 DA-13 INTERIOR MANHOLE COATING - RAVEN LINING SYSTEM ......................................ASC-18 DA-14 INTERIOR MANHOLE COATING - PERMACAST SYSTEM WITH EPDXY LINER.... OMITTED DA-15 INTERIOR MANHOLE COATING-STRONG-SEAL SYSTEM ..................................... OMITfED DA-16 RIGID FIBERGLASS MANHOLE LINERS .................................................................. OMITTED DA-17 PVC LINED CONCRETE WALL RECONSTRUCTION ............................................... OMITTED DA-18 PRESSURE GROUTING ............................................................................................ OMITTED DA-19 VACUUM TESTING OF REHABILITATED MANHOLES ............................................. OMITTED DA-20 FIBERGLASS MANHOLES ............................................................................................ASC-21 DA-21 LOCATION AND EXPOSURE OF MANHOLES AND WATER VALVES ..................... OMITTED DA-22 REPLACEMENT OF CONCRETE CURB AND GUTTER ......................:........................ASC-25 DA-23 REPLACEMENT OF 6" CONCRETE DRIVEWAYS ........................................................ASC-26 DA-24 REPLACEMENT OF H.M.A.C. PAVEMENT AND BASE ............................................. OMITTED DA-25 GRADED CRUSHED STONES .................................................................................. OMITTED oai�sr�s ASC-1 PART DA - ADDITIONAL SPECIAL CONDITIONS DA-26 WEDGE MILLING 2" TO 0" DEPTH 5.0' WIDE ........................................................... OMITTED DA-27 BUTT JOINTS - MILLED .................................................................................................ASC-26 DA-28 2" H.M.A.C. SURFACE COURSE (TYPE "D" MIX) .........................................................ASC27 DA-29 REPLACEMENT OF 7" CONCRETE VALLEY GUTTER ............................................ OMITfED DA-30 NEW 7" CONCRETE VALLEY GUTTER .................................................................... OMITTED DA-31 NEW 4" STANDARD WHEELCHAIR RAMP ....................................................................ASC27 DA-32 8" PAVEMENT PULVERIZATION ....................................................................................ASC28 DA-33 REINFORCED CONCRETE PAVEMENT OR BASE (UTILITY CUT) ..................:...... OMITTED DA-34 RAISED PAVEMENT MARKERS ................................................................................ OMITTED DA-35 POTENTIALLY PETROLEUM CONTAMINATED MATERIAL HANDLING ................. OMITTED DA-36 LOADING, TRANSPORTATION, AND DISPOSAL OF CONTAMINATED SOIL ........ OMITTED DA-37 ROCK RIPRAP - GROUT - FILTER FABRIC .............................................................. OMITTED DA-38 CONCRETE PIPE FITINGS AND SPECIALS ............................................................. OMITfED 0 D��199 ASC-2 �T�.��... . PART DA - ADDITIONAL SPECIAL CONDITIONS � DA-2 PIPE ENLARGEMENT SYSTEM: A. GENERAL: 1. Description: This specification includes requirements to rehabilitate existing �"' sanitary sewers by the pipe enlargement system, herein called Pipe Bursting or Pipe Crushing (Pipe Bursting/Crushing). This system includes splitting or bursting the existing pipe to install a new polyethylene pipe and reconnect existing sewer service connections. � 2. Methods: This section specifies the approved system method or process to � include all labor, materials, tools, equipment and incidentals necessary to provide for the complete rehabilitation of deteriorated gravity sewer lines by the Pipe Bursting/Crushing systems. Approved methods include: the PIM Corporation (PIM System), Piscata Way, New Jersey; McLat Construction (McConnell System � for Pipe Crushing), Houston, Texas; and Trenchless Replacement Systems, (TRS System), Calgary, Canada. Refer to Part D- SPECIAL CONDITIONS D-61 � SIBSTITUTIONS for information regarding pre-approval procedures for alternative processes. r* 3. Definition: The Pipe Bursting/Crushing system is defined as the reconstruction of gravity sewer pipe by installing an approved pipe material, by means of one of the ' pre-approved methods set forth in Section A.2 of this specification. The process involves the use of a static, hydraulic or pneumatic hammer "moling" device, � suitably sized to break out the old pipe or using modified boring "knife" with a flared plug that implodes and crushes the existing sewer pipe. Forward progress of the "mole" or the "knife" may be aided by the use of hydraulic equipment or � other apparatus, as specified in the approved methods. The replacement pipe is either pulled or pushed into the bore. The method allows for replacement of pipe ',,, sizes from 8" through 21" and/or upsizing in varying increments up to 21". This specification is based on the precedent that the Pipe Bursting/Crushing system used has been pre-approved by the City of Fort Worth Department of Engineering, and Fort Worth Water Department. "'r 4. Quality Assurance: � The Contractor shall be certified by the particular Pipe Bursting/Crushing system manufacturer that such firm is a licensed installer of their system. No other Pipe Bursting/Crushing system other than those listed in Section A.2. of these � specifications is acceptable. a. Personnel directly involved with installing the new pipe shall receive � training in the proper methods for joint fusing, handling, and installing the polyethylene pipe. Training shall be performed by a qualified � representative as determined by the pipe manufacturer. � b. Personnel directly involved with installing the new pipe shall receive training in the proper methods for joint fusing, handling, and installing the polyethylene pipe. Training shall be performed by a qualified � representative as determined by the pipe manufacturer. � oaire✓ss ASC-3 E PART DA - ADDITIONAL SPECIAL CONDITIONS 1) Detail drawings and written description of the entire construction procedure to install pipe, bypass sewage flow and reconnection of sewer service connections. � 2) Working drawings for information � only showing sewage flow bypass, and maintenance of traffic. Contractor shall provide for continuous sewerage flow. Dewatering shall be the Contractor's responsibility. 3) 4) � Submittals: Submit for review and acceptance, the following Contractor's Work Plan and Drawings to the Department of Engineering (DOE): a. Shop drawings, catalog data, and manufacturer's technical data showing complete information on material composition, physical properties, and dimensions of new pipe and fittings. Include manufacturer's recommendation for handling, storage, and repair of pipe and fittings if damaged. b. Location and number of insertion or access pits shall be planned by Contractor and submitted in writing prior to excavation for approval by DOE. c. Method of construction and restoration . of existing sewer service connections. This shall include: 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 1 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 (EHMV� 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 � ��,,�P3 ,. . ASC-4 lf6/99 I ,.. .. , - PART DA - ADDITIONAL SPECIAL CONDITIONS �... 1,500,000) as per the Gel Permeation Chromatography determination procedure with a typical value of 330,000. r� �.. a. The interior of the pipe shall be a light reflective color to facilitate closed circuit television inspection. b. The pipe material shall be listed by the Plastic Pipe Institute (PPI) in PPI � TR-4. The pipe material shall have as hydrostatic design basis of 1600 psi at 73 F and 800 psi at 140 F. �„ c. The manufacturer's certification shall state that the pipe was manufactured from one specific resin and shall state the resin used and its source. All �"' pipe shall be made of virgin material. No rework, except that obtained from �., the manufacturer's own production of the same formulation, shall be used. �`° d. Pipe supplied under this specification shall have a nominal IPS (Iron Pipe �,,, Size) outside diameter. The Standard Dimension Ratio fSDR) and minimum pressure ratinq of the pipe shall be SDR 17 - 100 psi. Pipe with a � lower SDR ratio and higher pressure rating may be used in lieu of the minimum specified. � 2. Tests: The Contractor shall be required to send submittals to the City of Fort Worth on the production material. � a. The pipe manufacturer shall provide certification that samples of the � production product meets these specifications. The certification will state that production product has been tested in accordance with ASTM D2837, _ and validated in accordance with the latest revision of PPI TR-3. �' b. The pipe manufacturer shall provide certification that stress regression r„� testing has been performed on the specific product. Certification shall include a stress life curve per ASTM D2837 and testing shall have been performed in accordance with ASTM D2837. c. Rejection: Polyethylene plastic pipe and fittings may be rejected for failure '�"' to meet any of the requirements of this specification. C. SEWER SERVICE CONNECTIONS: 1. Sewer Service Connections: Sewer service connections shall be connected to the new pipe by mechanical or fusion methods. Once the saddle is secured, a hole shall be drilled in the pipe the full inside diameter of saddle outlet. ,�"� 2. Pipe Saddles: Mechanical saddles shall be made of polyethylene pipe compound � that meets the requirements of ASTM D1248, Class C, have stainless steel straps and fasteners, neoprene gasket and backup plate. Mechanical saddles shall be � Strap-on-Saddle Type as manufactured by Driscopipe or Tapping Saddle manufactured by DuPont, or approved equal. Fusion saddles shall be electrofusion branch saddles as manufactured by Central Plastics Company, or approved equaL � � o4ir,r�s ASGS 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. 4. Service Interruptions: Service interruptions to homes shall not exceed 18 hours. 0 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 (N) inspection reveals an obstruction in the existing sewer (heavy solids, dropped joints, protruding service taps or collapsed pipe) which will prevent completion of the pipe bursting/crushing process, and cannot be removed by conventional sewer cfeaning 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 � ��°°' �� ASC-6 �1Cv'99 � �. . PART DA - ADDITIONAL SPECIAL CONDITIONS .w trench to a uniform grade in line with the existing pipe invert or by other measures that shall be acceptable to the Engineer and the City. r L. a. Identification of Sags: Sags shall be identified by television inspection in the absence of sewage flow. If available, the Contractor shall be furnished � television tapes from the City identifying the sag location. Flow shall be blocked at an upstream manhole and diverted to another sewer line or downstream manhole below the segment of pipe to be inspected. N � inspection shall be performed in accordance with television inspection of sanitary sewer lines. Video tapes shall be submitted to the Department of Engineering for review. � b. Correction of Sags: Sags shall be corrected by open cut and by adding additional bedding material to bring the sag back to grade where access is available. For pipe enlargement methods, all sags identified on the pre- �,,,, construction video tapes shall be corrected prior to commencing with pipe enlargement. �,, In instances where sags are located under existing structures, the existing sewer line may be relocated using open cut or boring methods. The � Department of Engineering shall specifically review potential relocation's and evaluate the constructability, economics and engineering feasibility � prior to construction work. � c. Measurement and Payment: Measurement and payment to correct sags shall be per linear foot of pipe construction to correct the sag. For pipe bursting methods, open-cut or bore construction, the applicable bid prices � in the proposal section shall apply. *„ 4. Television Inspection: Inspection of the pipelines shall be perFormed by experienced personnel trained in locating breaks, obstacles and service connections by closed circuit color television. Television inspection shall be in accordance with the specifications contained herewith for "Pre- and Post- Construction Television Inspection of Sanitary Sewer Lines". r E. PIPE ENLARGEMENT SYSTEM AND PIPE INSTALLATION: 1. Site Organization: � a. Insertion or access pits shall be located such that their total number shall be minimized and the length of replacement pipe installed in a single pull shall be maximized. � b. Existing manholes shall be utilized wherever practical. Manhole inverts and bottoms may be removed to permit access for installation equipment. � � .� � ��;,. �4/tCa!,99 c. Equipment used to perform the work shall be located away from buildings so as not to create a noise impact. Provide silencers or other devises to reduce machine noise as needed to meet requirements. ASC-7 PART DA - ADDITIONAL 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. The invert and benches shall be streamlined and improved for smooth flow. The installed pipe shall meet the leakage requirements of the pressure test specified later. 3. 4 5. ,.., ��, .�, Q41ifv99 .�.<. Pipe Jointing: a. Sections of polyethylene replacement pipe shall be assembled and joined on the job site above the ground. Jointing shall be accomplished by the heating and butt-fusion system in strict conformance with the manufacturer's printed instructions. b. The butt-fusion system for pipe jointing shall be carried out in the field by operators with prior experience in fusing polyethylene pipe with similar equipment using proper jigs and tools per standard procedures outlined by the pipe manufacturer. These joints shall have a smooth, uniform, double rolled back bead made while applying the proper melt, pressure, and alignment. It shall be the sole responsibility of the Contractor to provide an acceptable butt-fusion joint. All joints shall be made available for 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 pulted 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: a. Thread winch cable or chain and associated lines through sewer section to be rehabilitated. Keep lines away from pedestrian and vehicular traffic. b. Existing manholes may be used for launch and receiving access. Remove manhole invert and bottom as required. Pull winch chain through sewer section and attach to cutter and machine head. Lower into launching manhole, apply winch tension pulling the cutter and head into the sewer until the rear of the machine is flush with the manhole wall. Attach steel starter pipe and advance assembly until the rear of the steel starter pipe is flush with the manhole wall. Lower hydraulic jack into the manhole and align. Insert new pipe by simultaneous operation of the jack and winching the cutter and head forward. Anchoring New Pipe and Sealing Manholes: ASC-8 PART DA - ADDITIONAL SPECIAL CONDITIONS .� � a. After the new pipe has been installed in the entire length of the sewer section, anchor the pipe at manholes. The new pipe shall protrude in the manholes for enough distance to allow sealing and trimming. �" b. Sealing the new pipe at manholes shall not begin for a minimum of ten (10) hours after installation. Provide a flexible gasket connector in the manhole wall at the end of the new pipe, centered in the existing manhole wall. Grout flexible connector in the manhole, filling all voids the full thickness of � the manhole walL c. Restore manhole bottom and invert. �� r ` � � � � � Field Testing: a. Low Pressure Air Test of Replacement Pipe: After a manhole-to-manhole section of sanitary sewer main has been pipe burst/crushed and prior to any service lines being connected to the replacement pipe, the pipe shall be plugged at each manhole with pneumatic plugs. The design of the plugs shall be such that they will hold against the test pressure without requiring external blocking or bracing. One of the plugs shall have three air hose connections; one for the inflation of the plug, one for reading the air pressure in the sealed line, and one for introducing air into the sealed line. Low pressure air shall then be introduced into the sealed line until the internal air pressure reaches 4.0 psig greater than the average back pressure resulting from any ground water that may be over the pipe. At least two minutes shall elapse to allow the pressure to stabilize. The time required for the internal pressure to decrease from 3.5 to 2.5 psig greater than the average back pressure resulting from any ground water that may be over the pipe, shall not be less than the time shown for a given pipe diameter in the following table: Carrier Pipe Minimum Elapsed Diameter (inches) Time (minutes) g 4 10 5 12 6 15 7 b. Post-Construction Television Inspection of New Pipe: Refer to Special Condition for Post-Construction Television Inspection of Sanitary Sewer. �i F. MEASUREMENT AND PAYMENT: ,�,R 1. Pipe Installation: Pipe installation will be measured for payment by the linear foot of pipe actually instatled in the various diameters of sewers measured along the centerline of the sewer from centerline to centerline of manholes. Payment will be made for the quantities measured at the unit price per linear foot for the various sewer diameters listed. w � �i�9 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 required, shall be paid separately. 3. Sewer Cleaning by Bucket Machine: Heavy cleaning requiring more than hydraulic jet cleaning shall be perFormed by bucket machines. The payment for such cleaning shall be included in the bid item for Pre-Construction Television Inspection of Sanitary Sewer Lines. 4. By-pass Pumping: The Contractor shall provide diversion for the flow of sewage around the section or sections of pipe designated for rehabilitation. The pumps and by-pass lines shall be of adequate capacity and size to handle all flows. All costs for by-pass pumping required during installation of the pipe shall be subsidiary to pipe enlargement. 5. Subsidiary Work: Any damage to utilities and property, resulting repairs, temporary service costs, etc. shall be borne by Contractor. Repair and/or replacement of fences, sprinkler system piping and other such restoration work resulting from Contractor activities shall be considered subsidiary to the cost of the project and no additional payment will be allowed. �. � . w � � . � � 6. Testing: All cost for testing the replacement pipe by a pressure method will be ' incidental to pipe installation. DA-5 PIPE INSTALLED BY OTHER THAN OPEN CUT: A. GENERAL: 1. Furnish materials and necessary accessories, with strengths, thickness, coatings, and fittings indicated, specified and/or necessary to complete the work. � 2. All excavation shall provide an open area conforming to the outside diameter of the casing and/or carrier conduit. The excavation shall be to an alignment and grade which will allow the carrier conduit to be installed to proper line and grade as shown on the Plans and as established in the Specifications. 3. Work shall be performed in accordance with the requirements of the City of Fort Worth Water Department, the Texas Department of Transportation, or railroad company, as applicable. MATERIALS: 1. Casing Pipe: Casing pipe shall be steel conforming to ANSI B36.10 and the following: a. Field Strength: 35,000 psi minimum. b. Wall thickness: 0.312 in. minimum (0.5 for railroad crossings). � ,: �a�tr�ss ASC-10 PART DA - ADDITIONAL SPECIAL CONDITIONS � � � � � � C. � � w 2 3. c. Diameter: As shown on the drawings (minimum size requirements). d. Joints: Continuous circumferential weld in accordance with AWS D1.1. Carrier Pipe in Casing: Carrier pipe shall be as shown on drawings and as specified in the General Contract Documents. Sewer Pipe without Casing Pipe: Shall be minimum Class 51 ductile iron pipe, or as designated on the plans. 4. Grout: Grout shall be Portland Cement grout of min. 2000 psi compressive strength at 28 days. Proportioned not less than 1 cu. ft. of cement to 3 cu. ft. of fine sand with sufficient water added to provide a free flowing thick slurry. EXECUTION 1. Where sewer pipe is required to be installed under railroad embankments or under highways, streets or other facilities in other than open cut, construction shall be performed in such a manner so as to not interFere with the operation of the railroad, street, highway, or other facility, and so as not to weaken or damage any embankment or structure. During construction operations, barricades and lights to safeguard traffic and pedestrians shall be furnished and maintained, until such time as the backfill has been completed and then shall be removed from the site. 2. Pits and Trenches: a. If the grade of the pipe at the end is below the ground surface, suitable pits or trenches shall be excavated for the purpose of conducting the jacking or tunneling operations and for placing end joints of the pipe. Wherever end trenches are cut in the sides of the embankment or beyond it, such work shall be sheeted securely and braced in a manner to prevent earth from caving in. b. The location of the pit shall meet the approval of the Engineer. W LJ � _'`. r � c. The pits of trenches excavated to facilitate these operations shall be backfilled immediately after the casing and carrier pipe installation has been completed. ; Boring and Jacking Steel Casing Pipe: Steel casing pipe shall be installed by boring hole with the earth auger and simultaneously jacking pipe into place. a. The boring shall proceed from a pit provided for the boring equipment and workmen. The holes are to be bored mechanically. The boring shall be done using a pilot hole. By this method an approximate 2-inch hole shall be bored the entire length of the crossing and shall be checked for line and grade on the opposite end of the bore from the work pit. This pilot hole shall serve as the centerline of the larger diameter hole to be bored. Other methods of maintaining line and grade on the casing may be approved if acceptable to the Engineer. Excavated material shall be placed near the � pa�r�s's, ASC-11 PART DA - ADDITIONAL SPECIAL CONDITIONS top of the working pit and disposed of as required. The use of water or other fluids in connection with the boring operation will be permitted only to the extent required to lubricate cuttings. Jetting or sluicing will not be permitted. n b. In unconsolidated soil formations, a gel-forming colloidal drilling fluid consisting of at least 10 percent of high grade carefully processed bentonite may be used to consolidate cuttings of the bit, seal the walls of the hole, and furnish lubrication for subsequent removal of cuttings and installation of the pipe immediately thereafter. c. Allowable variation from the line and grade shall be as specified under paragraph A.2. All voids between bore and outside of casing shall be pressure grouted. Installation of Carrier Pipe in Casing: a. Sanitary sewer pipe located within the encasement pipe shall be supported by "skids" or "bands" to prevent the pipe and bells from snagging on the inside of the casing, and to keep the installed line from resting on the bells. � b. All skids shall be treated with a wood preservative. Skids should extend for the full length of the pipe with the exception of the bell area and spigot area necessary for assembly unless otherwise specified. 5. c. The Contractor shall prevent over-belling the pipe while installing it through the casing. A method of restricting the movement between the assembled bell and spigot where applicable shall be provided. d. At all bored, jacked, or tunneled installations, the annular space between the carrier pipe and casing shall be filled with grout. Care must be taken that not too much water is forced into the casing so as not to float the pipe. The backfill material will not be required unless specified on the plans and specified by the Engineer. e. Closure of the casing after the pipe has been installed shall be plugged at the ends of the casing as shown on the drawings or as required by the Engineer. Boring and Jacking Ductile Iron Pipe without Casing Pipe: a. As indicated on drawings and as required and directed by the Engineer sewer shall be constructed of bore and jacked ductile iron pipe. � b. When a casing pipe is not designated on the drawings, the contractor shall provide a casing pipe if necessary to achieve line and grade. Casing pipe I shall be provided at no additional cost and shall be subsidiary to the cost bid for installation By Other than Open Cut. c. Bore and jack in accordance with paragraph C.3. above. � �� ASC-12 �� . PART DA - ADDITIONAL SPECIAL CONDITIONS � d. Short length of sewer consisting of a single pipe section may be installed �" by jacking without a bore hole if permitted by the Engineer and in soft soil L.., layer. All voids outside of installed pipe shall be pressure grouted. �"'' 6. Tunneling: Where the characteristics of the soil, the size of the proposed pipe, or . the use of monolithic sewer would make the use of tunneling more satisfactory than jacking or boring, or when shown on the plans, a tunneling method may be used, with the approval of the Engineer or railroad/highway officials. � a. When tunneling is permitted, the lining of the tunnel shall be of sufficient �'° strength of support the overburden. The Contractor shall submit the proposed liner method to the Engineer for approval. The tunnel liner design shall bear the seal of a licensed professional engineer in the State of Texas. Approval by the Engineer shall not relieve the Contractor of the �„ responsibility for the adequacy of the liner method. � b. The space befween the tunnel liner and the limits of excavation shall be pressure grouted or mud-jacked. c. Access holes for placing concrete shall be space at maximum intervals of 10 feet. - D. MEASUREMENT AND PAYMENT: Installation of pipe by other than open cut will be � measured by the linear foot of pipe, complete in place. Such measurement will be made between the ends of the pipe along the central axis as installed. The work performed and materials furnished as prescribed by this item will be paid for at the Contract Unit Price bid � per linear foot for Pipe Installed by Other Than Open Cut of the type, size, and class of pipe specified as shown on plans. The furnishing of all materials, pipe, liner materials �„� required for installation, for all preparation, hauling and installing of same, and for all labor, tools, equipment and incidentals necessary to complete the work, including excavation, backfilling and disposal of surplus material shall be included in the Contract Unit Price as shown in the Bid Proposal. `" DA-7 PROTECTIVE MANHOLE COATING FOR CORROSION PROTECTION: A. GENERAL: 1. Scope: This section governs all work, materials and testing required for the ,� application of interior protective coating. Structures designated to received interior coating are listed on the construction drawings. The structures are to be coated, including interior wall, top and bench surfaces. Protective coating for corrosion � protection shall meet the requirements of this Specification (and items DA-12 and �� DA-13) and the Manufacturers recommendations and specifications. � 2. Description: The Contractor shall be responsible for the furnishing of all labor, supervision, materials, equipment, and testing required for the completion of protective coating of structures in accordance with manufacturer's recommendations. rr ,��, . �� xr�ii�!�9s ASC-13 �. - PART DA - ADDITIONAL SPECIAL CONDITIONS 3. 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 turbulence or high H2S content is expected. B. MATERIALS: � � r .� 1. Scope: This section governs the materials required for completion of protective ' coating of designated structures. �"' 2. Protective Coating: The protective coating shall be a proprietary two component; 100 percent solids, rigid polyurethane system designated as Spray Wall as manufactured by Sprayroq, Inc. or a two-part epoxy resin system using 100% solids _ based epoxy binder with fibrous and flake fillers, is manufactured by Raven Lining systems and designated as Raven 405. 3. Specialty Cement (If required for leveling or filling): The specialty cement-based coating material shall be either Quadex QM-1s as manufactured by Quadex, Inc. or Reliner MSP as manufactured by Standard Cement Materials. 4: Material Identification: The protective coating material sprayed onto the surFace of the structure shall be a urethane or epoxy resin system formulated for the application to a sanitary sewer environment. The spray system shall exhibit the minimum physical properties as follows: Property Standard Tensile Strength ASTM D-638 Flexural Stress ASTM D-790 Flexural Modutus ASTM D-790 Long Term Value 5,000 psi 10,000 psi 550,000 psi 5. Mixing and Handling: Mixing and Handling of specialty cement material and protective coating material, which may be toxic under certain conditions shall be in accordance with the recommendations of the manufacturer and in such a manner as to minimize hazard to personnel. It is the responsibility of the Contractor to provide appropriate protective measures to ensure that materials are under control ; at all times and are not available to unauthorized personnel or animals. All equipment shall be subject to the approval of the Engineer. Only personnel thoroughly familiar with the handling of the coating material shall perform the spray coating operations and coating installations. C. EXECUTION: 1 2 � ��T�;,<� D4/16J�9 _ General: Protective coating shall not be installed until the structure is complete and in place. Preliminary Repairs: ASC-14 PART DA - ADDITIONAL SPECIAL CONDITIONS � � �'" � 3 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. � � r � 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. The surface 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. � � � � .. � a. All foreign materials shall be removed from the interior of the structure using high pressure water spray (3500 psi to 4000 psi at spray tip). b. All unsealed lifting holes, unsealed step holes, and voids larger than approximately one-half (1/2) inch in thickness shall be filled with patching compound as recommended by the material supplier for this application. c. After all repairs have been completed, remove all loose material. Protective Coating: b. The protective coating shall be installed in accordance with the manufacturer's recommendations and the following procedure. 1) 2) 3) 6) No applications shall be made to frozen surfaces or if freezing is expected to occur inside the structure within 24 hours after application. 4. Testing of Rehabilitated Manholes: Testing of rehabilitated manholes for watertightness shall be performed by the Contractor after operations are complete in accordance with the Section D-63 - VACUUM TESTING OF SANITARY SEWER MANHOLES. 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 � oaii�s ASC-15 PART DA - ADDITIONAL SPECIAL CONDITtONS work. Pressure grouting, if necessary to stop active infiltration prior to application of the protective coating, shall be included in the above unit price. Grouting of the pipe seals, bench and trough, and lower portion of a particular structure, if required by the Engineer, shall be paid for separately, as specified in Section DA-8, MANHOLE REHABILITATION. DA-12 INTERIOR MANHOLE COATING - SPRAY WALL SYSTEM: A. GENERAL 1. 2. 3. n � Scope This section governs all work, materials and testing required for the application of interior manhole coating. Manholes designated for interior coating are listed on the Manhole Rehabilitation Schedule. Interior manhole coating shall meet the requirements of this Section or of Section DA-10, DA-11, DA-13, or DA-14. Description The Contractor shall be responsible for the furnishing of all labor, supervision, materials, equipment, and testing required for the completion of interior coating of manholes in accordance with the Contract Documents. Manufacturer's Recommendations Materials, mixture ratios, and procedures utilized for the coating process shall be in accordance with manufacturer's recommendations. Manholes Manholes to be coated are of brick, block, or concrete construction. All manholes shall have a minimum of one-half (1/2) inch specialty cement-based coating material (Quadex QM-1 s or Reliner MSP) sprayed or trowelled on coating over the original interior surface. B. MATERIALS 1. Scope 2 3 This section governs the materials required for completion of interior coating of manholes. Interior Coating The interior coating shall be a proprietary two component, 100 percent solids, rigid polyurethane system designated as Spray Wall as manufactured by Sprayroq, Inc. Specialty Cement . r�r � � � � � .. r. � . � � � � ' e �iY � � w ' 1 �ri`s�s� ASC-16 � PART DA - ADDITIONAL SPECIAL CONDITIONS �.� � � � ..� �"' 4. I be either Quadex QM-1 s as as manufactured by Standard The interior manhole coating material sprayed onto the surface ofi 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: � Propertv Standard �'" Tensile Strength ASTM D-638 , Flexural Stress ASTM D-790 Flexural Modulus ASTM D-790 � 5. Mixing and Handling Lona Term Value 5,000 psi 10,000 psi 550,000 psi �r 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 r to personnel. It is the responsibility of the Contractor to provide appropriate protective measures to ensure:that materials are under control at all times and are not available to unauthorized personnel or animals. All equipment shall be subject to the approval of the Engineer. Only personnel thoroughly familiar with the handling of � the coating material shall perform the spray coating operations and coating installations. � C. EXECUTION � 1 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. v � r� � 2. 3. The specialty cement-based coating material shal manufactured by Quadex, Inc. or Reliner MSP Cement Materials. Material Identification General 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. Interior Manhole Coating a. The interior coating shall be applied to the manhole from the bottom of the frame to the bench, down to the top of the trough. b. The interior coating shall be installed in accordance with the manufacturer's recommendations and the following procedure. 1) The surface shall be thoroughly cleaned of all foreign materials and matter. Cleaning shall be accomplished by using high pressure water �"�' �ii�stss ASC-17 L1 __ _ PART DA - ADDITIONAL SPECIAL CONDITIONS spray (minimum 3500 psi at spray tip), cleaning with muriatic acid, degreaser, or other solvents as needed in order to remove any film or residue on the surface. 2) Place covers over the invert to prevent extraneous material from entering the sewers. 3) Apply a minimum of one-half (1/2) inch specialty cement product (Quadex QM-1 s or Reliner MSP) smooth surface for the urethane coating material. 4) Spray the urethane onto the manhole wall and bench/trough with a minimum thickness of 125 mils (0.125 inches). Thickness to be verifiable through the use of inethods acceptable to the Engineer. 5) Coat trough area with specialty cement product (Quadex QM-1 s or Reliner MSP). 1 Testing of Rehabilitated Manholes a. Testing of rehabilitated manholes for watertightness shall be perFormed by the Contractor after operations are complete in accordance with Section DA- 18. D. MEASUREMENT AND PAYMENT Payment shall be based on the Contract Unit Price per vertical foot, measured from the bottom of the frame to the top of the bench. The Contract Unit Price shall be payment in full for performing the work and for furnishing all labor, supervision, materials, equipment and material testing required to complete the work. Grouting, if necessary, shall be included in the above unit price. Grouting of the pipe seals, bench and trough, and lower portion of a particular manhole, if required by Manhole Rehabilitation Work Schedule or required to be done by the Engineer, shall be paid for separately at the Contract Unit Price. DA-13 INTERIOR MANHOLE COATING - RAVEN LINING SYSTEM: A. GENERAL 1. Scope This section governs all work, materials and testing required for the application of interior manhole coating. Manholes designated for interior coating are listed of the Manhole Rehabilitation Schedule, listed in Section I. Interior manhole coating shall meet the requirements of this Section, or of Section DA-10, DA-11, DA-12, or DA-14. 2. Description The Contractor shall be responsible for the furnishing of all labor, supervision, materials, equipment, and testing required for the completion of interior coating of manholes in accordance with the Contract Documents. t�ar��s ASC-18 PART DA - ADDITIONAL SPECIAL CONDITIONS � 0 � �: : o� �9s � �� . 3. Manufacturer's Recommendations Materials, mixture ratios, and procedures utilized for the coating process shall be in accordance with manufacturer's recommendations. 4. Manholes Manholes to be coated are of brick, block, or concrete construction. All manholes shall have a minimum of one-half (1/2) specialty cement-based coating material (Quadex QM-1 s or Reliner MSP) sprayed or trowelled on coating over the original interior surface. MATERIALS 1. Scope This section governs the materials required for completion of interior coating of manholes. 2. Interior Coating Raven Ultra High-Build epoxy Coating, a two-part epoxy resin system using 100% solids based epoxy binder with fibrous and flake fillers, is manufactured by Raven Lining systems and designated as Raven 405. 3. Specialty Cement The specialty cement-based coating material shall be either Quadex QM-1s as manufactured by Quadex, Inc. or Reliner MSP as manufactured by Standard Cement Materials. ASC-19 PART DA - ADDITIONAL SPECIAL CONDITIONS 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 performance. These grouting materials shall be compatible with Raven 405 interior coating. The contractor shall be responsible for getting approval from Raven Lining systems and/or the grout manufacturers for the use of these grouting materials. 5. Mixing and Handling Mixing and handling of interior coating, which may be toxic under certain conditions shall be in accordance with the recommendations of the manufacturer and in such a manner as to minimize hazard to personnel. It is the responsibility of the Contractor to provide appropriate protective measures to ensure that materials are under control at all times and are not available to unauthorized personnel or animals. All equipment shall be subject to the approval of the Engineer. Coating shall be performed only by certified applicators approved by the manufacturers. C. EXECUTION 1. General Manhole coating shall not be performed until sealing of manhole from frame and grade adjustments, partial manhole replacement, manhole grouting or sewer replacemenUrepairs are complete. 2. Temperatures Normal interior coating operation shall be performed at temperatures of 40°F or greater. No application shall be made when freezing is expected within 24 hours. 3. Interior Manhole Coating a. Manholes scheduled for interior coating are shown on the Manhole Rehabilitation Schedule. The interior coating shall be applied to the manhole from the bottom of the manhole frame to the bench/trough, including the bench/trough. b. The interior coating shall be installed in accordance with the manufacturer's recommendations and the following procedure. 1) The surface preparation shall comply with the requirements of Section DA-9, SURFACE PREPARATION FOR MANHOLE RESTORATION. 2) Apply a minimum of one-half (1/2) inch specialty cement-based product (Quadex QM-1 s or Reliner MSP) smooth surFace for the urethane coating material. irai��s . ASC-20 PART DA - ADDITIONAL SPECIAL CONDITIONS � 3) The surface prior to application may be damp but shall not have noticeable free water droplets seeping or running water. Material � shall be spray applied per manufacturer's recommendations with a �•.. minimum thickness of 125 mils (0.125 inch). 4) After the walls are coated, the wooden bench covers shall be removed and the bench sprayed to the same average and minimum thickness as required for the walls. � � �� 5) The final application shall have a minimum of three (3) hours cure time or be set hard to the touch, before being subjected to active flow. 6) No applications shall be made to frozen surfaces or if freezing is expected to occur in side the manhole within 24 hours after application. 4. Testing of Rehabilitated Manholes � a. After the epoxy liner has set (hard to touch), all visible pinholes shall be repaired. Repairs shall be made by lightly abrading the surface and brushing •-e the lining material over the area. All blisters and evidence of uneven cover shall be repaired according to the manufacturer's recommendations. Spot check of coating thickness may be made by Owner's Representative, and the contractor shall repair these areas as required, at no additional cost to the � Owner. b. Testing of rehabilitated manholes for watertightness shall be performed by the Contractor after operations are complete in accordance with Section DA- 18 — VACUUM TESTING OF REHABILITATED MANHOLES. � D. MEASUREMENT AND PAYMENT Payment shall be based on the Contract Unit Price per vertical foot, measured from the bottom of the frame to the top of the bench. The Contract Unit Price shall be payment in full �" for performing the work and for furnishing all labor, supervision, materials, equipment all � testing necessary to complete the work. Payment for grouting of pipe seals, bench and � trough and manhole walls shall be based on the Contract Unit Price for each manhole actually grouted. DA-20 FIBERGLASS MANHOLES: A. DESCRIPTION: � This item shall govern the furnishing and installation of fiberglass manholes. The location � of these manholes are shown on the drawings. Each manhole shall be a one-piece unit manufactured to meet or exceed all specifications of ASTM D-3753, latest edition, as manufactured by L.F. Manufacturing, Inc., Giddings, Texas, or approved equal. All manholes shall be "heavywall", 'h inch minimum wall � thickness. � 04N6/'99 ASG21 PART DA - ADDITIONAL SPECIAL CONDITIONS L ��s GENERAL: 1. Resin: The resins used shall be a commercial grade unsaturated polyester resin or other suitable polyester or vinyl ester resin. 2. Reinforcing Materials: The reinforcing materials shall be commercial Grade "E" type glass in the form of continuous roving, and chop roving, having a coupling agent that will provide a suitable bond between the glass reinforcement and the resin. 3. Interior Surfacing Material: The inner surface exposed to the chemical environment shall be a resin-rich layer of 0.010 to 0.020 in. thick. The inner surface layer exposed to the corrosive environment shall . be followed with a minimum of two passes of chopped roving of minimum length 0.5 in. (13mm) to maximum length of 2.0 in. (50.8 mm) and shall be applied uniformly to an equivalent weight of 3 oz/ft. Each pass of chopped roving shall be well-rolled prior to the application of additional reinforcement. The combined thickness of the inner surface and interior layer shall not be less than 0.10 in. (2.5 mm) 4. Wall Construction Procedure: After inner layer has been applied the manhole wall shall be constructed with chop and continuous strand filament wound manufacturing process which insures continuous reinforcement and uniform strength and composition. The cone section, if produced separately, shall be affixed to the barrel section at the factory with resin-glass reinforced joint resulting in a one piece unit. Seams shall be fiberglassed on the inside and the outside using the same glass-resin jointing procedure. Field joints shall not be acceptable by anyone except the manufacturer. 5. Exterior Surface: For a UV inhibitor the resin on the exterior surface of the manhole shall have gray pigment added for a minimum thickness 0.125 in. 6. Stubouts and Connections: Stubouts shall be installed at locations shown on the drawings. Installation of SDR 35 PVC sewer pipe shall be performed by sanding, priming, and using resin fiber-reinforced hand layup. The resin and fiberglass shall be same type and grade as used in the fabrication of the fiberglass manhole. Kor- N-Seal boots for each pipe connection shall be installed by manhole manufacturer using fiberglass reinforced pipe stubout for Kor-N=Seal boot sealing surface. 7. Manhole Bottom: Manholes shall ha v e resin fiber-reinforced bottoms. Bottom shall have a minimum of three 1'/2 in. deep x 3'h in. wide stiffening ribs completely enclosed with resin fiber-reinforcement and have a minimum 3 in. anti-flotation ring as shown on the drawings. Manhole bottom shall be a minimum of 5/16 in. thick. 8. Fillers and Additives: Fillers, when used, shall be inert to the environment and manhole construction. Sand shall not be accepted as an approved filler. Additives, such as thixotropic agents, catalysts, promoters, etc., may be added as required by the specific manufacturing process to be used to meet the requirements of this standard. The resulting reinforced-plastic material shall meet the requirements of this specification. ASC-22 PART DA - ADDITIONAL SPECIAL CONDITIONS �. C. MANUFACTURE: L„ Manhole cylinders, manway reducers, and connectors shall be produced from glass fiber- reinforced polyester resin using a combination of chop and continuous filament wound +►�� process. 1. Interior Access: All manholes shall be designed so that a ladder or step system can be supported by the installed manhole. Manhole steps will not be required, however. 2. Manway Reducer: Manway reduces will be concentric with respect to the larger portion of the manhole diameters through 60 inches. � 3. Cover and Ring Support: The manhole shall provide an area from which a grade rings can be installed to accept a typical metal ring and cover and have the strength to support an H-20 tra�c load without damage to the manhole. �-� D. REQUIREMENTS: ,�., 1. Exterior Surface: The exterior surface shall be smooth with no sharp projections. Hand-work finish will be acceptable as long as enough resin is present to eliminate � fiber show. The exterior surface shall be free of blisters larger than 0.5-inch diameter, delamination or fiber show. "" 2. Interior Surface: The interior surface shall be resin rich with no exposed fibers. The surface shall be free of crazing, delamination, blisters larger than 0.5-inch � diameter and wrinkles of 0.125-inch or greater in depth. Surface pits shall be permitted if they are less than 0.75 inches in diameter and less than 0.0625-inch F,,, deep. Voids that cannot be broken with finger pressure and that are entirely below the resin surface shall be permitted if they are less than 0.5-inch diameter and less than 0.0625-inch thick. 3. Repairs: All manhole repairs by the manufacturer shall result in a product which �- meets all requirements of this specification. Field repair of manholes will not be � allowed. 4. Diameter Tolerance: Tolerance of inside diameter shall be +/- 1% of required manhole diameter. � 5. Load Rating: The complete manhole shall have a minimum dynamic-load rating of 16,000 Ibf. when tested in accordance with ASTM D-3753 8.4 (note 1). To � establish this rating the complete manhole shall not leak, crack, or suffer other w•- damage when load tested to 40,000 Ibf. and shall not deflect vertically downward more than 0.25-inc at the point of the load application when loaded to 24,000 Ib. r 6. Stiffness: The manhole cylinder shall have the minimum pipe-stiffness values shown in table below when tested in accordance with ASTM D-3753 8.5 (note 1). � � 04lff�!59 HEIGHT - FT. F/AY - PSI ASC-23 PART DA - ADDITIONAL SPECIAL CONDITIONS 3-6.5 7 - 12.5 E. F 0.75 1.26 7. Soundness: In order to determine soundness, apply an air or water pressure test to the manhole test sample. Test pressure shall not be less than 3 psig or greater than 5 psig. While holding at the established pressure, inspect the entire manhole for leaks. Any leakage through the laminate is cause for failure of the test. Refer to ASTM D-3753 8.6. 8. Chemical Resistance: The fiberglass manhole and all related components shall be fabricated from corrosion proof material suitable for atmospheres containing hydrogen sulphite and dilute sulfuric acid as well as other gasses associated with the wastewater collection system. PHYSICAL PROPERTIES: 1. Tensile Strength (psi) 2. Tensile Modules (psi) 3. Flexural Strength (psi) 4. Flexural Modules (psi) 5. Compressive (psi) Hoop Direction 18, 000 0.6 x 106 26, 000 1.4 x 106 18, 000 Axial Direction 5, 000 0.7 x 106 4, 500 0.7 x 106 10,000 Each completed manhole shall be examined for dimensional requirements, hardness, and workmanship. All required ASTM D-3753 testing shall be completed and records of all testing shall be kept and copies of test records shall be presented to customer upon formal written request within a reasonable time period. QUALITY CONTROL: � � .. � . � � � � � � ia G. As a basis of acceptance the manufacturer shall provide an independent certification ,� which consist of a copy of the manufacturer's test report and accompanied by a copy of the test results that the manhole has been sampled, tested, and inspected in accordance � with the provisions of this specification and meets all requirements. � H. SHIPPING AND HANDLING: The fiberglass manholes shall not be dropped or struck. They may be lifted by inserting a 4" x 4" x 30" timber into the top of manhole with cable attached or by a sling or "choker" connection around center of manhole, lift as required. Use of chains or cables in contact with the manhole surface is prohibited. CONCRETE: 1. 2. 04/i6l99 Fiberglass Bottom: Class F Concrete shall be used to form bench area and invert. Class E Concrete shall be used on top of anti-flotation ring and around the reduce section as required for buoyancy and as shown on the drawings. Concrete Bottom: Lower manhole into wet concrete until it rests at the proper elevation, with a minimum of 4 inches of fiberglass manhole inserted into the wet concrete below flow line, then move manhole to plumb. The concrete shall extend ASG24 � � � � � � � .� � PART DA - ADDITIONAL SPECIAL CONDITIONS � a minimum of one foot from the outside wall of the manhole and a minimum of 6 inches above incoming lines. On the inside concrete shall form the bench and �" invert area and rise a minimum of 4 inches above incoming lines. Concrete collars �.. shall be constructed around reducer section at locations shown on the drawings. �"' J. BACKFILL: .w .� 1. Backfill Material: Unless shown otherwise on drawings and approved by the Engineer, sand, crushed stone, or pea gravel shall be used for backfill around the manhole for a minimum distance of one foot from the outside surface and extending from the bottom of the excavation to the top of the reducer section. Suitable material chosen from the excavation may be used for the remainder of the backfill. The material chosen shall be free of large lumps or clods, which will not readily break down under compaction. This material will be subject to approval by Engineer. � 2. Backfill shall be placed in layers of not more than 12 loose measure inches and mechanically tamped to 95% Standard Proctor Density, unless otherwise � approved by Engineer. Flooding will not be permitted. Backfill shall be placed in such a manner as to prevent any wedging action against the fiberglass manhole .� structure. K. MARKING AND IDENTIFICATION: � Each manhole shall be marked on the inside and outside with the following information: 1. Manufacturer's name or trademark � 2. Manufacturer's factory location 3. Manufacturer's serial number � 4. Total height 5. Complies with ASTM D-3753 L. MEASUREMENT AND PAYMENT: 1. The price bid for new/ replacement manhole installations shall include all labor, equipment and materials necessary for construction of the manhole including but not limited to joint sealing, lift hole sealing and exterior surface coating, concrete base, concrete invert, connections to sewer pipes, castings, backfill, unpaved surFace restoration, and all appurtenant work. 2. Payment for concrete collars and watertight manhole inserts, if required, will be made separately, based on the appropriate bid items. r— DA-22 REPLACEMENT OF CONCRETE CURB AND GUTTER: ''� Contractor shall replace all damaged existing curb and gutter, as designated by the Construction Engineer, and replace with standard concrete curb and gutter, laydown curb and gutter, or in like kind, as governed by the standard City Specifications. Pay limits for laydown curb and gutter are ' as shown in Drawing No. S-S5 of the Standard Specifications. Included, and figured subsidiary to �► this unit price, will be the required excavation into the street to aid in the construction of the curb 04/1C�99 ASG25 r� 4FeAa�3r,.,,..,�,..�:. ■ �r PART DA - ADDITIONAL SPECIAL CONDITIONS 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 b�ock per day. The unit price bid per linear foot shall be full compensation for all materials, labor, equipment and incidentals necessary to complete the work. DA-23 REPLACEMENT OF 6" CONCRETE DRIVEWAYS: This item shall include the removal and replacement of existing concrete driveways, due to deterioration or in situations where curb and gutter is replaced to adjust grades to eliminate ponding water with same day haul-off of the removed material to a suitable dump site. For specifications governing this item see Item No. 104 "Removing Old Concrete", Item No. 504" Concrete Sidewalk and Driveways". Pay limits for concrete driveway are as shown in Drawing No. S-S5 of the Standard Specifications. � The unit price bid per square yard shall be full compensation for all labor, material, equipment, supplies, and incidentals necessary to complete the work. DA-27 BUTT JOINTS - MILLED: A � Description: This item requires the contractor to mill "butt joints" into the existing surface, in association with the wedge milling operation (PAY ITEM NO. 9) to the depth and at locations as described below. The butt joint will provide a full width transition section, whereby the new overlay shall maintain constant depth at the point the new overlay is terminated and the new surface elevation matches the existing pavement. The construction activities, performance standards and equipment needed for the butt joints milling operations shall be governed by the special provisions of Pay Item No. 9- Wedge Milling. The configuration of the butt joints is described in more detail below. �General details of butt joint locations - along with wedge milling in general - are shown in plan form at the back of this document. Construction Details Prior to the milling of the butt joints, the Contractor shall consult with the Construction Engineer for proper location of these joints and verify that the selected limits of the projects' street are correct. The general locations for butt joints are at all beginning and ending points of streets listed in the project and as more graphically detailed at the back of this specification book. The joints are also required on both sides of all railroad tracks and concrete valley gutters, o4i�siss ASG26 PART DA - ADDITIONAL SPECIAL CONDITIONS �... bridge decks and culverts and all other items which transverse the street and end the continuity of the asphalt surFace. Each butt joint shall be 20 feet long and milled out fi` across the full width of the street section to a tapered depth of 2". This milled area shall be '►�., tapered within the 20 feet to a depth from 0" to 2" at a line adjacent to the beginning and ending points or intermediate transverse items. This butt joint - when overlayed - will r" consist of a asphalt section that will transition the new overlay to match the existing _ pavement elevation. ' The contractor shall provide a temporary wedge of asphalt at all butt joints to provide a ,,.,o smooth ride over the bump. C. Measurement and Payment Butt joints as prescribed above, will be measured by the unit of each butt joint milled. The disposal of excess material involved will not be measured for payment. � Each butt joint-milled, measured as above, complete-in place-in accordance with these � specifications, witl be paid for at the unit price shown in the proposal for "Butt Joints". The unit price bid per each shall be full compensation for all milling, including material haul-off, tools, labor, equipment and incidentals necessary to complete the required work. r DA-28 2" H.M.A.C. SURFACE COURSE (TYPE "D" MIX): All applicable provisions of Standard Specifications, Item Nos. 312 "Hot-Mix Asphaltic Concrete" � and 313 "Central Plant Recycling-Asphalt Concrete" shall apply to the construction methods for this portion of the project. � Standard Specification 312.5 (1) shall be revised as follows: The prime coat, tack coat, or the asphaltic mixture shall not be placed unless the air temperature is fifty (50) degrees Fahrenheit �,,. and rising, the temperature being taken in the shade and away from artificial heat. Asphaltic material shall also not be placed when the wind conditions are unsuitable in the opinion of the ' Engineer. The contractor shall furnish batch design of the proposed hot mix asphaltic concrete for City � approval 48 hours prior to placing the H.M.A.C. overlay. The City will provide laboratory control _ � as necessary. The unit price bid per square yard of H.M.A.C. complete and in place, shall be full compensation for all labor, materials, equipment, tools, and incidentals necessary to complete the work. DA-31 NEW 4" STANDARD WHEELCHAIR RAMP: � The Contractor shall construct standard concrete wheelchair ramps as shown on the enclosed �- details, or as directed by the Engineer. � The removal of existing substandard wheelchair ramps and sidewalk as required for the installation of new wheelchair ramps shall be subsidiary to this pay item. The removal and replacement of existing curb and gutter as required for the installation of new wheelchair ramps shall be included in Pay Item 5(Removal and Replacement of Curb and Gutter). Pay limits for � laydown curb and gutter are as shown in the Standard Pay Limit Detail (WR-1). The pay limit will 04/1G�� ASC-27 � F PART DA - ADDITIONAL SPECIAL CONDITIONS �.� s extend from 9" outside the lip of gutter to 15" back from the face of curb. Any asphalt tie-in shall "� be subsidiary to the curb and gutter pay item. Pay limits for "Standard Wheelchair Ramp" will start 15" back from the face of curb and encompass the remainder of the ramp and sidewalk. � All applicable provision of standard Specifications Item 104 "Removing Old Concrete" and Item 504 "Concrete Sidewalk Driveways" shall apply except as herein modified. � All concrete flared surFace shall be colored with LITHOCHROME color hardener as manufactured by L.M. Scofield Company or equal: The color hardener shall be brick red color and dry-shake type, and shall be used in accordance with manufactures instructions. Concrete stain may be applied after concrete is poured (Product sold by BAER). "Contractor shall provide a colored sample concrete panel of one foot by one foot by three inches dimension, or other dimension approved by the Engineer, meeting the aforementioned specification. The sample, upon approval by the Engineer, shall be the acceptable standard to be applied for alt construction covered in the scope of this pay item. The method of application shall be by screen, sifter, sieve or other means in order to provide for a uniform color distribution." � The unit price bid per square yard for 4" standard wheelchair ramp as shown on the proposal will be full compensation for materials, labor, equipment, tools and incidentals necessary to compete the work. � DA-32 8" PAVEMENT PULVERIZATION: � Contractor shall pulverize the existing pavement to a depth of 8". After pulverization is completed, contractor shall temporary remove and store the 8" deep pulverized material, then cut the base 2" � to provide place for the new 2" H.M.A.C. surface. The 2" base cut shall start at a depth of 8" from the existing pulverized surface. After the undercut operation is completed, contractor shall spread, mix, and compact the pulverized material to a 95% compaction per City's Standard „� Specifications or as directed by the Engineer in the field. A 5% portland cement shall be used to ,� mix the pulverized material. 04lt6199 /4SC-2$ ' � � ' � � r� � CONTRACTOR COMPLIANCE WITH WORKERS' COMPENSATION LAW Pursuant to V.T.C.A Labor Code Section 406.096, Contractor certifies that it provides workers' compensation insurance coverage for all its employees employed on city of Fort Worth Project Number PS46- 070460410280 J. D. VICKERS, INC. CONTRACTOR B �"j' �—,�� Y%��✓ J. D. VICRERS, PRESIDENT Title NOVEMBER 19, 1999 Date STATE OF TEXAS K�1Q► � �•(�] � r \ :� :7:\ ► � y � 0 BEFORE ME, the undersigned authority, on this day personally appeared J. D. VICRERS , known to me be the person whose name is subscribed to the foregoing instrument, and acknowledged to me that he executed the same as the act and deed of J. D. VICRERS, INC. for the purpose and consideration therein expressed and in the capacity therein stated. GIVEN LJNDER MY HAND AND SEAL OF OFFICE this 19TH day of NOVEMBER .19 99 . �"�LYY:K�.a�..�.v:�,acv,cv�n. . . . . . , .. . �� osPPY "�e, RENA S. INGLE � * � * Notary Public � STATE OF TEXAS � �'�� +p� My Comm. Exp. 03/06/2001 .. .... ,. .iV`.9�Y�^f�1�1�!\•�.Yt1\P.I�f,N\'n�\N\Mfi. � �� Nota Public in�and for r the State of Texas BOND NO.: TX544954 PERFORMANCE BOND THE STATE OF TEXAS § COUNTY OF TARRANT � KNOW ALL MEN BY THESE PRESENTS: That we (1) J. D. VICKERS, INC. , a(2) Corporation of Tex�s, hereinafter called Principal, and (3) MERCHANTS BONDING COMPANY (Mutual), a corporation organized and existing under the laws of the State of Iowa and fully authorized to transact business in the State of Texas, as Surety, are held and firmly bound unto the City of Fort Worth, a municipal corporation organized and existing under the laws of the State of Texas, hereinafter called Owner, in the penal sum of: ***Six Hundred Fortv-Six Thousand. Thirtv-Four and 50/100*** ($64G,034.50) Dollars in lawful money of the United States, to be paid in Fort Worth, Tarrant County, Texas for the payment of which sum well and truly be made, we hereby bind ourselves, our heirs, executors, administrators and successors, jointly and severally, firmly by these presents. THE CONDITION OF THIS OBLIGATION is such that Whereas, the Principal entered into a certain contract with the City of Fort Worth, the Owner, dated the day of �U 1(�� ,�� A.D. 1999, a copy of which is hereto attached and made part hereof, for the construction of: Main 390 Drainage Are:� Sanitary Sewer System Rchabilitltion and Improvements (Group G, Contrlct 1), P�rt 1G, Unit 2, Sections A �nd B designated as Project No.(s) PS4G-0704G0410280; �.O.E. 2432, a copy of which contract is hereby attached, referred to and made part hereof as fully and to the same extent as if copied at length herein, such project and construction being hereinafter referred to as the "work". NOW THEREFORE, if the Principal shall well, truly, and faithfully perform the work in accordance with the plans, specifications, and contract documents during the original term thereof, and any extensions thereof which may be granted by the Owner, with or without notice to the Surety, and if he shall satisfy all claims and demands incurred under such contract, and shall fully indemnify and save harmless the Owner from all cost and damages which it may suffer by reason of failure to do so, and shall reimburse and repay the owner all outlay and expense which the Owner may incur in making good any default, then this obligation shall be void; otherwise to remain in full force and effect. F-1 PROVIDED FURTHER, that if any legal action be filed upon this bond, venue shall lie in Tarrant County, State of Texas. AND PROVIDED FURTHER, that the said Surety, for value received, hereby stipulates and agrees that no change, extension of time, alteration or addition to the terms of the contract or to the work to be performed thereunder or the specifications accompanying the same shall in any wise affect its 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 or to the specifications. IN WITNESS WHEREOF, this instrument is executed in 10 counterparts each one of which shall be deemed an original, this the 19Tfl day of _ NovF.t�E1t A.D., 1999. ATTEST: : �-.;- .: h_:.3..ay. �. �a�PPY P�s� REN/�{P��2.�) � * * Notary Public STATE OF TEXAS `�a Q �� Comm. Exp. 03/06/2001 A - -. - �----�--�---�- Witness as to Pr' ip RENA S. INGLE 3501 MCCART AVE.,FORT WORTH, ATTEST: al TFXAS 76110 J. D. VICKERS, INC. PRINCIl'AL , � BY:' � �,� � J. D. Vickers, President P. O. Box 11321, Fort Worth, TX 76110 (Address) MERCHANTS BONDING COMPANY (Mutual) (Address) � Surety BY: , / ��GC�L�� (Attorne -in-Fact) (5) Sheryl A. Klutts 2100 Fleur Drive, Des Moines, IA 50321-1158 (Address) (SEAL) (Surety) Secretary , '� ��;� �� :�; .�� Witness as to Surety Cynthia N. Klutts 234 Emma Street, Fort Worth, TX 76111 �C-s/21i�o) NOTE: Date of Bond must not prior to date of Contract (1) Correct Name of Contractor (2) A Corporation, a Partnership or an Individual, as case may be (3) Correct Name of Surety (4) If Contractor is Partnership all Partners should execute Bond (5) A true copy of Power of Attorney shall be attached to Bond by Attorney-in-Fact. F-2 BOND NO.: TX544954 ; PAYMENT BOND THE STATE OF TEXAS � COUNTY OF TARRANT � KNOW ALL MEN BY THESE PRESENTS: That we (1) J. D. VICKERS, INC., a(2) Corporation of Texas, hereinafter called Principal, and (3) MERCFIANTS BONDING COMPANY, (Mutu11), a corporation organized and existing under the laws of the State of Iowa and fully authorized to transact business in the State of Texas, as Surety, are held and firmly bound unto the City of Fort Worth, a municipal corporation organized and existing under the laws of the State of Texas, hereinafter called Owner, and unto all person, firms, and corporations who may furnish materials, for or perform labor upon the building or improvements hereinafter referred to in the penal sum of: ***Six Hundred Fortv-Six Thousand. Thirtv-Four and 50/100*** ($646,034.50) Dollars in lawful money of the United States, to be paid in Fort Worth, Tarrant County, Texas for the payment of which sum well and truly be made, we hereby bind ourselves, our heirs, executors, administrators and successors, jointly and severally, firmly by these presents. THE CONDITION OF THIS OBLIGATION is such that Whereas, the Principal entered into a NOV 0 9 1��3 certain contract with the City of Fort Worth, the Owner, dated the day of , A.D. 1999, a copy of which is hereto attached and made part hereof, for , a copy of which is hereto attached and made part hereof, for the construction of: Main 390 Drainlge Area S�nitary Sewer System Reh:�bilitation and Improvements (Group G, Contr�ct 1), Part 1G, Unit 2, Sections A �nd B designated as Project No.(s) PS46-0704G0410280; D.O.E. 2432, a copy of which contract is hereto attached, referred to and made part hereof as fully and to the same extent as if copied at length herein, such project and construction being hereinafter referred to as the "work". NOW THEREFORE, the condition of this obligation is such that, if the Principal shall promptly make payment to all claimants as defined in Article 5160, Revised Civil Statutes of Texas, supplying labor and materials in the prosecution of the work provided for in said Contract, then this obligation shall be null and void, otherwise it shall remain in full force and effect. THIS BOND IS MADE AND ENTERED into solely for the protection of all claimants supplying labor and material in the prosecution of the work provided for in said Contract, as claimants are defined in said Article 5160, and all such claimants shall have a direct right of action under the bond as provided in Article 5160 of the Revised Civil Statutes. F-3 PROVIDED FURTHER, that if any legal action be filed upon this bond, venue shall lie in Tarrant County, State of Texas, that the said Surety, for value received, hereby stipulates and agrees that no change, extension of time, alteration or addition to the terms of the contract or to the work to be performed thereunder or the specifications accompanying the same shail 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 or 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 ATTEST: .r_- ��,_..,.,.,.��.__,_��_ =,�PKv p�� REN�S�t�i�� S cretary # ,� Notary Public s � STATE OF TEXAS � rF oF ��, y Comm. Exp 03/06/2001 , � , ��`�� 3501 MCCART'A'il�: ; ATTEST: 19� day of NOVEMBER A.D., 1999. 76110 P. O. Box 11321, Fort Worth, TX 76110 (Address) MERCHANTS BONDING COMPANY (Mutu�l) (Address) � Surety BY: � �.t:�f �2� `� � (Attorne�n-Fact) (5) Sheryl A. Klutts 2100 Fleur Drive, Des Moines, IA 50321-1158 (Address) (S E A L) (Surety) Secretary �'��.�� l �k�� Witness as to Surety • Cynthia N. Klutts 234 Emma St., Fort Worth, TX 76111 (Address) �c-si2 u�o� J. D. VICKERS, INC. PRINCIPAL BY;�� - �-�2 a J. D. Vickers, Pres�dent NOTE: Date of Bond must not prior to date of Contract �1) �2) (3) (4) (5) F-4 Correct Name of Contractor A Corporation, a Partnership or an Individual, as case may be Correct Name of Surety If Contractor is Partnership all Partners should execute Bond A tnie copy of Power of Attorney shall be attached to Bond by Attorney-in-Fact. BOND NO.: TX544954 u : t► ► :_► : �� THE STATE OF TEXAS § COUNTY OF TARRANT � KNOW ALL MEN BY THESE PRESENTS: That (1) J. D. VICKERS. INC., as Principal, acting herein by and through (2) J. D. VICKERS its duly authorized President and (3) MERCHANTS BONDING COMPANY (Mutual) , a corporation organized under the laws of the State of Iowa, as surety, do hereby acknowledge themselves to be held and bound to pay unto the City of Fort Worth, a Municipal Corporation, chartered by virtue of Constitution and laws of the State of Texas, at Fort Worth, in Tarrant County, Texas, the sum of ***Six Hundred Fortv-Six Thousand. Thirtv-Four and 50/100*** Dollars ($646,034.50), lawfully money of the United States, for the payment of which sum well and truly be made unto said City of Fort Worth, and its successors, said Contractor and surety do hereby bind themselves, their heirs, executors, administrators, assigns and successors, jointly and severally. This obligation is conditioned, however; that, WHEREAS, the Principal has entered into a certain contract with the City of Fort Wortl�, dated �+�iOV (j :; _;�,�: J for the performance of the following described public work and the construction of the following described public improvements: M:�in 390 Dr�in�ge Are� S�nitlry Sewcr System Reh.ibilitation and Improvements (Group G, Contract 1), P1rt 1G, Unit 2, Sections A �nd B ali of the same being referred to herein and in said contract as the Work and being designated as Project No. PS4G-0704G0410280; D.O.E. 2432 and said contract, including all of the specifications, conditions and written instruments referred to therein as contract documents being hereby incorporated herein by reference for all purposes and made a part hereof, the same as if set out verbatim herein; and WHEREAS, in said Contract, Contractor binds itself to use such materials and to so construct the work that it will remain in good repair and condition for and during the period of one (11 year after the date of the final acceptance of the work by the City; and WHEREAS, said Contractor binds itself to maintain said work in good repair and condition for said term of vne (1) ve�r; and WHEREAS, said Contractor binds itself to i-epair or reconstruct the work in whole or in part at any time within said period, if in the opinion of the Director of the Water Department of the City of Fort Worth, it be necessary; and, F-5 WHEREAS, said Contractor binds itself, upon receiving notice of the need therefor to repair or reconstruct said work as herein provided. NfJW THEREFORE, if said Contractor shall keep and perform its said agreement to maintain, repair or reconstruct said work in accordance with all the terms and conditions of said Contract, these presents shall be null and void, and have no force or effect. Otherwise, this Bond shall be and remain in full force and effect, and said City shall have and recover from the said Contractor and its surety damages in the premises as prescribed by said Contract. This obligation shall be a continuing one and successive recoveries may be had hereon for successive breaches until the full amount hereof is exhausted. WHEREAS, all parties covenant and agree that if any legal action be filed upon this bond, venue shall lie in Tarrant County, Texas; and, IN WITNESS WHEREOF this instrument is executed in 10 counterparts, each one of which shall be deemed an original, dated NOVF.MBER 19, 1999 . ATTEST: a... _�,�� =�'��n 1).�ecretary ,fy 2o�P,R^� �P�B, RENA S. INGLE � , * (� � Notary Public ; �� STATE OF TE AS sqrF �F t��-p� My Camm. Ex /06/2001 t. C�/"� . . .. _ .. ...:-.-�..,,�.._�., .. Witness as to Princip RENA S. INGLE 3501 MCCART AVE., FORT WORTH, TE%AS 76110 (Address) ATTEST: J. D. VICKERS, INC. PRINCIPAL (4) , BY;f J. D. Vickers, President P. O. Box 11321, Fort Worth, TX 7G110 (Address) MERCHANTS BONDING COMPANY (Mutual) Surety BY: . � (Attor y-in-Fact) ) Sheryi A. Klutts 2100 Fleur Drive, Des Moines, IA 50321-1158 (Address) (Surety) Secretary NOTE: Date of Bond must not prior to date of Contract (S E A L) r G Witness as to Surety Cynthia N. Klutts 234 Emma St., Fort Worth, TX 7G111 (Address) (1) Correct Name of Contractor (2) A Corporation, a Partnership or an Individual, as case may be (3) Correct Name of Surety (4) If Contractor is Partnership all Partners should execute Bond (5) A true copy of Power of Attorney shall be attached to Bond by Attorney-in-Fact. F-6 Merchants Bonding Company (MVI[JAL) POWER OF ATTORNEY Know All Persons By These Presents, that the MERCHANTS BONDING COMPANY (MUTUAL), a corporation duly organized under the laws of the State of lowa, and having its principal office in the City of Des Moines, County of Polk, State of lowa, hath made, constituted and appointed, and does by these presents make, constitute and appoint John A: Miller, Sheryl A. Klutts� John A. Miller� II, and/or K.R.,Harvey of Fort Worth and State of Texas its true and lawful Attorney-in-Fact, with full power and authority hereby conferred in its name, place and stead, to sign, execute, acknowledge and deliver in its behalf as surety any and all bonds, undertakings, recognizances or other written obligations in the nature thereof, subject to the limitation that any such instrument shail not exceed the amount of: TWO MILLION ($2�000,000.00)��DOLLARS and to bind the MERCHANTS BONDING COMPANY (MUTUAL) thereby as fully and to the same extent as if such bond or undertaking was signed by the duly authorized officers of the MERCHANTS BONDING COMPANY (MUTUAL), and all such acts of said Attorney-in-Fact, pursuant to the authority herein given, are hereby ratified and confirmed. This Power-of-Attorney is made and executed pursuant to and by authority of the following Amended Substituted and Restated By-Laws adopted by the Board of Directors of the MERCHANTS BONDING COMPANY (MUTUAL) on October 3, 1992. ARTICLE II, SECTION S.—The Chairman of the Board or President or any Vice President or Secretary shall have power and author- ity to appoint Attorneys-in-Fact, and to authorize them to execute on behalf of the Company, and attach the Seal of the Company thereto, bonds and undertakings, recognizances, contracts of indemnity and other writings obligatory in the nature thereof. ARTICLE II, SECTION 9. — The signature of any authorized officer and the Seal of the Company may be affixed by facsimile to any Power of Attorney or Certification thereof authorizing the execution and delivery of any bond, undertaking, recognizance, or other suretyship obligations of the Company, and such signature and seal when so used shall have the same force and effect as though manually fixed. In Witness Whereof, MERCHANTS BONDING COMPANY (MUTUAL) has caused these presents to be signed by its President and its corporate seal to be hereto affixed, this ],St day of January 1998 � • STATE OF IOWA COUNTY OF POLK ss. �...... '. ��NG , Cp�•. 0o,.o�iPUq .Ay.. . • : �, q�•y,,�: :►"-:_ -o- o� : .z; :3. :y'. 1933 •c; �Cy. .�J6�� ,`�a� . �•••..• •� MERCHANTS BONDING COMPANY (MUTUAL) By � �� P�esidanf On this ZSt day of January 1998 , before me appeared Larry Taylor, to me personally known, who being by me duly sworn did say that he is President of the MERCHANTS BONDING COMPANY (MUTUAL), the corporation described in the foregoing instrument, and that the Seal affixed to the said instrument is the Corporate Seal of the said Corporation and that the said instrument was signed and sealed in behalf of said Corporation by authority of its Board of Directors. In Testimony Whereof, I have hereunto set my hand and affixed my Official Seal at the City of Des Moines, lowa, the day and year first above written. STATE OF IOWA COUNTY OF POLK ss. ••��...•...��. : �K• M�� •. l • : /� y� � . J . '� � . . � • • IOWA • . • . 2s ; . . •, ; � . : � '' •.... •• ��Q' : . r' . • qRIAL • • � ��••........ � �iCC�� Notary Publiq Polk County, lowa I, Wiiliam Warner, Jr., Secretary of the MERCHANTS BONDING COMPANY (MUTUAL), do hereby certify that the above and foregoing is a true and correct copy of the POWER-OF-ATTORNEY, executed by said MERCHANTS BONDING COMPANY (MUTUAL), which is still in force and effect. In Witness Whereof, I have hereunto set my hand and affixed the Seal of the iCompany on this day of , . � �.. � .. � � • ��NG CO,f�••� ;Oo.ORP09 .'Oq. • . ; V � '4J,.y,,r,: : �: � � -¢- o � : '�; :3• :�� 1933 ; c• s • • �. •C1�• • �a • .�6��.,� .•�,�� MSC 0814 (2/98) �/ � � ��/�.�-�� Secretary IMPORTANT NOTICE To obtain information or make a complaint: You may call the company's toll-free telephone number for information or to make a complaint at: 1-800-252-9656 You may write the Texas Department of Insurance P. O. Box 149104 Austin, TX 78714-9104 FAX # (512) 475-1771 PREMIUM OR CLAIM DISPUTES: Should you have a dispute concerning your premium or about a claim you should contact the agent or the company first. If the dispute is not resolved, you may contact the Texas Department of Insurance. ATTACH THIS NOTICE TO YOUR POLICY: This notice is for information only and does not become a part or condition of the attached document. Prescribed by the State Board of Insurance Effective May 1, 1992 ' AVISO IMPORTANTE Para obtener informacion o para someter una queja: Usted puede llamar al numbero de telefono gratis de la companla para informacion o para someter una queja al 1-800-252-9656 Puede Gomunicarse con el Departatnento de, Seguros de P. O. Box 149104 Austin, TX 78714-9104 FAX !# (512) 475-1771 DISPUTAS SOBRE PRIMAS O RECLAMOS: Si tiene una disputa concerniente a su prima o a un reclamo, debe comunicarse con el agente or la compania prlmero. Si no se resuelve la disputa, puede entonces comunicarse con el Departamento de Seguros de Texas. UNA ESTE AVISO A SU POLIZA: Este aviso es solo para proposito de informacion y no se convierte en parte o condicion del documento adjunto. Ordenado por el consejo Estatal de Directures de Seguros, Effectivo el 1 de Mayo 1991. ' PART G -CONTRACT THE STATE OF TEXAS � COUNTY OF TAREZANT � THIS CONTRACT, made and entered into �� ' °- by and between the City of Fort Worth, a home-rule municipal corporation located in Tarrant County, Texas, acting through its City Manager thereto duly authorized so to do, Party of the First Part, hereinafter termed "OWNER", and J. D. Vickers, Inc.. of the City of Fort Worth, County of Tarrant and State of Texas, Party of the Second Part, hereinafter termed "CONTRACTOR". WITNESSETH: That for and in consideration of payments and agreements hereinafter mentioned to be made and performed by the Party of the First Part (Owner), said Party of the Second Part (Contractor) hereby agrees with the said Party of the First Part (Owner) to commence and complete certain improvements described as follows: Main 390 Drainage Area Sanitary Sewer System RehaUilit�tion and Improvements (Group 6, Contract 1) Part 16, Unit 2, Sections A and B- � Sewer Project No. PS4G-0704G0410280; D.O.E. No. 2432 and all extra work connected therewith, under the terms as stated in the Contract Documents, and at his (their) own property cost and expense to furnish all the materials, supplies, machinery, equipment, tools, superintendence, labor, bonds, insurance, and other accessories and services necessary to compete the said construction, in accordance with all the requirements of the Contract Documents, which include all maps, plats, blueprints and other drawings and printed or written explanatory matter thereof, and the specifications thereof, as prepared by the Engineers employed by the Owner, each of which has been identified by the endorsement of the Contractor of the Contract Documents hereto attached, including the Fort Worth Water Department General Contract Documents and General Specifications, all of wliich are made a part hereof and collectively evidence and constitute the entire contract. G-1 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 therefore, 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 of these presents have executed this Contract in 10 counterparts in the year and day first above written. CITY OF FORT WORTH, TEXAS (Owner) ATTEST: Party of the First Part . By: . J�-Q/�►�t. Assistant City Manager CW City Secretary � Party of the Second Part CONTRACTOR: J. D. VICKERS, INC. I'. O. Box 11321 Fort Worth, TX 7fr�j.0 �; B J. D. Vickers Title: President ._ . . ��,�,�,�:,�u��:. (�S E A L) � o�PN� P�e� RENA S. INGLE ` * � * Notary Public � WITNESS: s �, STATE OF TEXAS ` 4�OF ��,�'P My Comm. Fxp. 03/06/2001 �, � _._ . . ,: _._._.. ___ .__� ._ _ _ . .�_ _,_ ..._. . � �� Q�� RENA S. INGL� 3501 MCCART AVE., FORT WORTH, TEXAS 76110 Approved: �, � _.. _ A. Douglls R�demaker, P.E., Director Department of Engineering CW Approved as to Form and Legality: /G� Gary Stein erger, Asst. City Attorney l!� P �_. Con �..r_ act Au�:hor i zation -�--�� ... Date G-2 a�. .. o. � � � � 4#I L�J � �� ,� L�!J �ROJECT: SE.:L'P. GVE NO.: 2431 FUND CODE: 02 CITY OF FORT WORTH CQNSTkUCTIO�t SEkVICES LABQR�TOR`l RESULTS F�F. TEST HC?LE AND FLISTICIT� IT1DE:�. M-39� PART 16 UNIT 1 _______________=__________--__—__----_—__—___—_____________--__=________=_� HOLE � 1 , r,ag 1�dC.. �3�'.,�C; . . I LOCP.TIGtI: 25�6 EGST01�! ��IE. 1L I,-1��5 � �' I --__._--------------------------=------------------------------.-----------� 2. 7 5" HNIAC , �• I &.40" CRUSHEU STONE W/BROG�t CLAY� . I � G. C�0" BRG4�T�T CLA� I ---------------------------------------------------------------------------� �tTEPBURG LINIIT�: LL: 51.2 PL: �7. G PI : L3. F� SH�F�:G: 11. 0 � I MUNSEL CGLOk CI�.1?ril :�% :s BkrWri CL�Y I IJNIT �nTEIGHT: 136.G LBS PER CUEIC FO�T I ______.�__'1__.______ _.___�.�__________________�__-�_.__c_.____ ___�� ;�_ '_ _____= I �LE # � . L�E TIJ.: �38�1 � I ��,OCP.TI4r1; 25'! F CHI�_AGt� ''�14 L•-1+J91 ! ---------------�-------_____--------------------------___--__-------------- � '2 . ? S" HNIAC i ? . 00" CRUSHED STONE �7IBROt�I rLAY ! 1�� . 0 G" BF'.GWN CLRY I IaTTERBiJF.G`LINtITS---L� 36. 4r`PL 17 . 9 FI r18. �+SH�I:G l� . 0�--------r---- I MUNSEL COLOk CHAkT: 7% 3 L'ERs PALE �kOti�7N ��L.E?r i UNIT ti'�EIGHT: 136. G LBS FER �'UEI� FOQT I —�-------------------------------------------------=________________=_=====1 -------------------------------------------------- HOL� � 3 � LAB rro,: s�a�� t ��,OCnT � QP�t: 316 CHICAr7 ti�/a L-10'?1 "___ I _ ___ t � � � � -- --------------------------------------------------------------- — . , 2. i S" h7•�ta�r . � 6.00" Ca�1CRETE (C��NIF�P.ESSIVE STkEi�iGTH 6338 PSI; i i1. tj0" BROWN ��LAX ' � --------------------------------------------------------------------------- � �TTERBUk+:� LIMITS : LL: �� . � FL: 20. .s FI : 2L . �� HF.ISG: 12 . 0� I MUNSEL r'JLGR CHART: 5%� BFtCiL�7`i�f ��Lr1`l I t?P1I T�7EI GHT : I�if.� LBS FEk CUL I C FQOT I __________________________________________________________________________! � � � � �- � �- iE #� � 4 3:i PAGE 2 � _________ ___________________________c=�=-=____=________________= ___=====I HOLE # � LAB NO.: �3�93 ! �L OCATIOt�T: CHIt:AGO W/4 @ PAI�IOLA AVE. L-1491 !� � /�--�-------------------------------------------------------------------------I . �.50" HMAC . � 6.OQ" CONCRETE fCOMPkES�IVE STRErIGTH 6$71 P5I} � �11. 00�� GRAY CLP.Y ��/CF.USHED STONE � __` i ------------------------------------------------------------------------ ATTERBUkG LIMITS: LL: 3�.7 PL: 15,7 � PI: 24.0 SHF�I=:G: 1�!,O�S . I �i IIINSEL COLOR +�'HART :�% 3 PALE BkOW1V CLAY �. 1 UNIT 'v�EIGHT: N/A LBS FE� CUBIC Fv�T � I ______________________________________________________________________==--=i � HOLE # 5 • L�B �iQ.: 5�s39� � `` . , L�CATION: PA.I�10L� ^i. S/a (� L.'-1IdGLA CT. L-3 ��'3 � --- ---------------------------------------------------------------------� �} 4.50" HMIC � • � � , �•� 10.50" GRAY CLA� W/CF.U��HEG �Ti.NE TO Br��:�F:C}C:=:. ! -----------------------------------------�____________-------------------- � ��.TTER�UF.G LINII�'S: LL: 2�.2 PL: 18 . 9 PT : 3. 3 �H�cKG: 3. O�S . i MUNSEL CJLOI� CHAkT: 5!'4 YELL��JISH BkOr�IN SPND { � UNIT WETGHT: At%A LP,S PER CUHIC FOC�t ` � � ---------------- ------------==--=-----==--------------------------•--____----- �__-�___.__^___-a_--_- C ` � ___'-_-_„--'----------'- ----'- ! �IOLE # e Laa � rro. : JJCS'J , I LOCATION: 400 LAPJQLA CT. W/� L-3589 � � � 1. i .5" cii-;��---------------------------------------------------------------- � `'�, 00" P,EL�DISH BR�4�� C'T�.�:i W/CRUSHED STONE i � 13`(�U"rGci.�YISH��3R06�?I�1_CLr.I----------------------+w___________ ._.__------------ � i �TTERBUF.G LIMITS: LL: 3b, ^ PL: 20. $ P:t : 1�. o ��HF:K��: 1��. G� I MUI�ISEL CGL�R CH.�RT: 5/� GF�'iTSH BROWV �LEl`i - I a tJNIT L�EZGHT: 13L . � LB� PER. CUB2C FOOT � t ---------------------------------------------------------------------=====i --------------------------------------------------------------------- � � � � � APFkG�TAL : i�� , R" � J �7EkI � D[�TE TESTED; C��,-21—g9 i]ATE REFc?RTED; Oh-25_�g TE�TF'U BY: PAiiERSON kouTZN� ,?t?SEPH �r��.�LI �kD:C ABE Cr'�I.,GER4N MIh:E DQNiErdECH I'ILE l�l � r. � � � � � � � � � � � � � � .. � � � � CITY OF FORT WORTH CONSTRUCTION SERVICES LABORATORY RESULTS FOR TEST HOLE AND PLASTICITY INDEX PROJECT: SEWER M-390 PART Z6 UNIT 2 DOE NO.: 2432 FUND CODE: 02 _____________________________________________________________.__-_-________ � HOLE � 1 LAB NO.: 5541;8 . � LOCATION: VIRGINIA LANE N/4 75' WEST OF RAND ST. < �� '• � -------------------------------------------------------------= ------------ � 3.25" HMAC . . •. � 10.00"' BROWN CLAY W/CRUSHED STONE (STABILIZED MATERIAL) ., � 7.00" BROWN CLAY . � �' arareawsa�a�srsssieaas�ws:sa��area�a�aew�myemaa:.�a�a.�aaeaa:rs:a:a.eaae�an�sss+:aesaasae�a�asa�:��c3acs I APPROVAL: � � , R JERI DATE TESTED: 08-05-99•> DATE REPORTED: 08-06-99 TESTED BY: BANGALE � RDUTING JOSEPH GAGLTARDI ABE CALDERON MIKE DOMENECH FILE 3 a 0 � a�� I*I �j' PROJECT: SEWER L� DOE NO.: 2432 FUND CODE:' 02 � � '('/i� � lJ � =J � �� v Q � � �� I�I L'�J CITY OF F'ORT WORTH CONSTRUCTION SERVICES LABORATORY RESULTS FOR TEST HOLE AND PI,ASTICITY:INDEX M-390 P,8&T�6- UNIT 2 , ,.... . _ _ . . . . .. _ . _ _ , . . . � .. ... .� . ... .. . . . .. .._. _ .... .. . .. ., . . .. , ., ... . ., , ... _. .,... :. .. ._. _. ,. . . . I HOI,E # 1 � �7�AB NO.: 53985 � , � ( I,OCATION: 400 OAKLAND AVE. W/4 L-1610 � `'� ___------�------------------------------..__.._.._-__------_______--_--------- � 1.75"' i�MAC � � I ,v ?.00"' CONCRETE (COMPRESSIVE STRENGTH 3842 PSI)� �, ; � 1.0.40"' GRAY GLAY � I ----------------------__---------------------------------_________---------- i ATTERBURG LIMITS: LL: 4��:6 PI,: 24.1 PI: 24.5 SHRKG: 14.0$ '� I MUNSEL COI,OR � CHART : 5/ 3 RROWN CLAY � ! UNIT WEIGHT: N/A LBS PER CUBIC FOOT � I . ,. , .. .. .. _.. .. .. .:aaaa�om=as�� =s+ex�.�Y.�..�..�..amr��o=a��am��va��s�saasaaaa�asrszasa:sxs I ►LE � �2 LAB NO. : 5398 6 . ; � � I .,OCATION: VIRGINIA LN. S/4 20'.�WEST OF RAND ST L-1611 I ------__..�__-_..--------------------------------------- ------___---=--- ( 3 . 00"' HI�fAC -> _ � �� d.er � :-� � � 9.00"� CONCRETE (COIriPRESSTVE STREAIGTH 1220 PSI ) � �c-� C t'!c.�.� �'^' I 8. 00"' GRAY. CLA� .. &'�¢ -. I� ATTERBURG�LIMITS: LI,: 63.6 PL: 28.3 PI: 35.3 SHRKG:�18.0� ^ I MUNSEL COi,OR CHART: 5/1 GRAY CLAY � I UNIT WEIGHT: N/A LHS PER CUBIC E'OOT � �( .�---.� __ ..__,.. _ _ .�,��---��— ......_ _.... --- —�m=--�_��-------�-�I HOI,E # 3 LAB NO.: 53987 I LOCATION: PANOLA ST. S/4 33' WEST �F GRIGGS AVE. L-1614 I ` y I---------------------------------------_-------------------________--__— a=--- 3.00"' i�MAC � � � I ?.00" BROWN CLAY W/CRUSHED STONE (STABII,IZED MATERIAL� I 10.00"' GRAY GI�AY � . I --_-------___----___---_----------------__-----------------------------------�—_--_ f ATTERBURG I,IMITS; LL: 49.9 PL: 20.9 PI; 29.0 SHRKG: 16.0� 1 MUNSEL COLOR CHART: fi/3 PALE HROWN CLAY 1 UNIT WEIGHT: 138.0 LBS PER CUBIC FOOT ( ::ssaas�e�:aasassass:s�:�saa�as:asa:ssasarre�asaeaa�aema.•��—sss:sa=��ea��aaosaasa�wem:sa: , lJ � 4. t, � � � L�l � � � # 2432 . PAGE 2 ar.a�ssa. . . . ,. ;.,. ��-'-saae�aw��ae - .. _ ...,;.a ...:.at� r r v..... -....,. �...._ ,. ... .. . _ ,.... .. _, -�. ..,._.�_�� I HOLE # ...4 . . .. - - -. . � � LAB N0. : 53 988 � � ( LOCATION: 4300 PANOLA AVE. S/4 �� , ,�;� 3.75"' HMAC �--------------------___----------------------------------------; �?. 00"' BR0�+7N CLAY W/CRUSHED STONE '(STABILIZED MATERIAI,j ' � ^9�OOY`BROWN-CiAY----�--------------------�_---------_-�-__..______________ ( "- � ATTERBURG LTMITS: LL: 31.8 PI,: 17.5 PI: 14.3 SHRKG: 8.0$ � MUNS�L COLOR CHART: 5/3 BROWN CLAY . � . � UNTT WEIGHT: 140.0 LBS PER EtJBIC FOOT � . � as�ae:�qncamrsmasae---•� •••eae:Qaaaeae:ac::s::ass:---a:asaeasza�sxe�ersz=sax�saa•••--••--.•-•-.—x��sx' HOLE � 5 LAB N0. : `53989 � � � ' � LOCATION: 733 UPTON E/4 I,-1619 ' ' n��ti� 1.?5"'rI�AC------------------ ----------_____-_-------__-------------_-_--�-`� Lb ,� g � � � � � �f, � � � .��J � L! � I�� .00 BROWN GLAY W/CRUSHED STONE � � 10.00"' BROWN CI,AY � ATTERBURG I,IMITS: IS,: 38. 6w PI, 19. 6y PI : 19�. 0 SHRKG: 12. 0$"----�w++�__ j MUNSEL COLOR ' CHART: 5/ 4 YELI,OWISH BROWN CI,AY � ' FOOT ( . ._ • � T_ WEIGHT..., 132.0 LBS PER CUBIC ...^ .. . , nOLE # 6 LAB N0.:�54Q82 � LOCATIQN: VINSON ST. Q, @ BRADLEY : - �� 1.50"' HMAC �_____---�-------------------------------------------__________; 4.00'r' BR.OWN CLAY W/CRUSHED S�flNE , � 14.00"' BROWNISH RED CLAY ( ----_-------------------------------------------_---------------------------- i ATTERHURG LIMITS: L.L; 44.5 PI,: 20.9 PI: I9.6 SHRKG: 11.0� � MUNSEL COL�R CHART: 5/3 BROAIN CLAY � � UN�T WEIGHT: 131.0 I,BS PER CUBIC FOOT ( �.�... ,.�,._�.�.�..,..�.��..�.._..��.�...�....��,.�.......�_.��.��,. � APPROVAL: � R�G JERI D�ATE TESTED: 06-2�t-99 DATE REPORTED: 0?-01-99"'"' � TESTED BY: PATTERSON ROUTING JQSEPH G�AGLxARDI P,BE CALDERON MIKE DC?MENECH FILE � l�l � ., . � � � � � � .I''�l u � � � � .�� ' CI 1'Y OF �'ORT WORTH � CONSTRUCTION SERYICES . LABORATORY RESULTS FOR TEST HQLE AI�FD PLASTICITY INDEX PROJECT: SE'FtER DOE NO.: 25i2 EVND CODE: 02 M-390 PART 16 UNIT 3 _ ��._._ - - ._. w.-�..��. . .�._ . _-� . __.._ ,. � ..... . _ . _ .. .... . _:...__ ( HOLE # 1 .� I,AB NO.: 54084 '� �� • I � i3OCATION: 716 SARGENT �1VEL : CL L-1272 � -------------------------------�------------------------_--____-------____- - -- I 2.00"' F�B�tAC ' . . ' � 7.00"' BROWN CLAY W/CRUSHED STONE � � ( 1I.00"' BROWN �;AY � � � I -----------------------------------------------------------------------------� ATTERBURG LIMITS: LL: 40.q8 PL: 20.8 PI: 24.0 SHRKG: 13.0$ I MUNSEL CQLOR CHART: 5/2 GR7�YISH BROWN CLAY � UNIT WEIGHT: 133.0 LBS PER CUBIC FOOT 1 aawsaa:��esasssasaa::aaoas�stssa��..•.asssassa�s��sssa:aasaz�xs:anssss:a�a I �� 2 � �; LAB NO.: 54085 � �,OCATION: SARGENT AVE. E%4.85' SOUTH OF HAMPSHIRE I r4.50"' HMAC ---------.-------------------------------- - ---------_---------i 6. 00"' GRAY CI�AY ?7/CRUSHED STONE . � 9.50" BROWN CLAY (� __-----------------------------------__--------------------------------------- � ATTERBURG LIMITS: LL: 48.$ PL: 24.2 PI: 24.6 SHRKG: 16.0$ I MUNSEL COLOR CHART: 6/2 LIGHT BROWNISH GRAY CLAY � UNIT WEIGHT: NJA LBS PER.CUBIC FOOT � _ . ,__ _ _ � __ - ----- I HOLE # 3 LAH -N0. : 54 08 6�- -� � • � LOCATION: 4067 HAMPSHIRE �I,VD. N/�! L-1587 � �'��"� r �" � �� -------------------------- -_-__-------------------------------------------� �(r�� 2.00"' �HKAC ( �}' 10.00"' BROWN CI�AY W/CRUSHED STONE ' � 8.00"' BROWN CLAY . � [� ----------------------------___-_------------------------------------__--_-----1 4 ATTERBURG LIMITS: LL: 56.2 PL: 29.0 P�:��27.2 SHRKG: 16.0$ � � 1 MUNSEL COI,OR CHART: 5/1 GRAY C?�AY � j'j UNIT �7EIGHT: N/A I,BS PER CUBIC FOOT . � E,.� sascaeat=aatsata�a�a=sssssaxsa•�•••aesasasssasss=ssa:�sssats::aes:smssasssaa:s=nea¢ssm:assasas I � -. �u (J y, . ! , t_�' 4 J IR, �E # 2512 . PAGE 2 � .r_�,��,�______��—__._._._._._.�,,�� i HOI,E � 4 ' LAB NO.: 5408? _ - f LOGATION: 4308 HAMPSH�RE BLVD. S/4 M-51 - � __..-------------------------�_____------------------_____------__..___.�---- � . � q 2 . 00"' i�SAC � Q'�,� 9.00~ BROWN CLAY W/CRUSHED STONE (STABZLIZED MATERIAL) ' � 9.00" BROWN�CLAY � __________________________::,______---__________.��--------------------__-___�� .. �ATTERBURG LIMITS: LT,: 31.8 PL: 16.5 PI: 15.3 SHRKG: 8.0$ ( MUNSEL COLOR CHART: 6/4 LIGHT YELLOWISH BROWN CLAY j UNTT �+IEIGHT: 131.0 LBS PER CUBIC FOOT � �� A awaa:a�saaaaess�arsasatsaaaaaas:sssaesae�aasa:asa:aaessas:saeas:�s�sses:aessasaaesaaaaqaesas�aass I z ry.� HOLE # 5 LAB NO.; 54088 I� I,OCATION: 4224 HAWLET ST. S/�'�,--2�$�6�� '' ( � �/i� _ 4 . 00"_��___________________________________________.,-----_.._------,- �-- { _ i�`3:�0"'��BROWN CI;AY � W/CRt7SH�D STONE � � Q 13_00"'+BROWN'CLAY ------.,_______________________�_______---------- � _•---------- _ f : ATTERBURG LTMITS: I,L: 49.1 PL: Z9.5 �PI: 28. 6 SHRKG: �.4. 0$ j� � MUNSEL COLOFt CHART: b/2 LIGHT BROWId2SH GRAY C�,AY � � UNIT WEIG�iT: N/R I,BS PER CUBIC FOOT �. ... ,. _. . .. _ � . . . . . , . _ . ., „ .. _ . . .. � . . . , . .. . . . . . . .. ,._.. .. . ......_.. .,, _ .. _ . ., _., . . ... _ . . , _ _ _ _ _..., . . .. _ _ � nOLE # 6 . LAB NO,: 54089 �. � .LOCA�ION: 4112 HAWLET ST.. S!4 L-1595 ._. . . . } : �Ni 5, 00"'wHIKAC+----------------__--____--.-------�------------------------------- ( t � I C�' 3.00"' GRAY CLAY A/CRUSHED STONE . } 12.00"' BROWN CLAY � ---------------------------------------------------------------------------- J � ATTERBURG I,IMITS: LL: 40.0 PL: 20.� PI; 19.6 SHRKG: 12.0$ � MUNSEL COLOR CHART: 5/3 BROWN CI�AY • (_ UN�T.WEIGHT: N/A LHS PER CUBIC FOOT �� amaasas�eaansa�asasaseaacsaa�aV.ersa=aesaita�aa+�aaes�as��ss=aasws��:a�esa�eaeaeaauassaz:ass � . HOI,E # ? � ',AB NO. : 54090 ' (_ LOCATIUN: HAWLET ST. S/9 25' E.AST OF CHICAG� I,-1595 � � }; � • , 3 . 50"' HIKAC ��--------------- -�--------------------------------------------- � '� E Q,� 6.00" $ROWN CLAY W/CRUSHED ,STONE �` [� 10_00__BROWN_CLAY---w--------�--------------- - I�J � ` � -- --------------------------_ � - ATTERBURG LIMITS: LI,: 36.9 PL: 17.1 PI: I9.8 SHRKG: 10.0$ � E �MUNSEL C�LOR Ci3ART: '7/2 LIGI� GRAY CLAY -� ' � UNIT� WEIGHT: 140.0 LBS PER GUBIC E'�OT _ �� . .. . . ... : �� _ _ _ . . ._ . .�.�..�- �--_ - .... _ .. _�_�� , , � . �� L� � �,� � )E� # 2512 PAGE 3 . � — �rsa�ssa zass=--�—��a�sam�_—xax�as�s _sc—=��--�=��=x��ax � �pRov�: � � '� �Rx ' DATE TESTED: 06-28-99 L1�LTE�• REPORTED: 07-01-99 TESTED HY: PATTERSON � : . � � ; . � � : �.! " .. � � � � ; � � , � � Q - � � R(WTING JOSEPH GAGLIARDI ABE CALDERON MI KE DC)MENECH FII,E � 1!I l�l � � C Q Appendix A- State Revolving Fund � Requirements . � a 0 � � a� � 0 a � a � ' � � � � � � � � � � � � � � � � �� APPENDIX A State Revolving Fund (SRF) Requirements LiJ � PRNITY OF CONTRACT. � This contract is expected to be funded in part with funds from the Texas Water Development Board. Neither the State of Texas nor any of its departments, agencies or employees is, or will be, a party to this contract or any lower tier contract. This contract is Qsubject to regulations contained in 31 TAC Chapter 363 in effect on the date this contract is executed. � DEFINTION �. The term "TWDB" means the Executive Administrator of the Texas Water Development Board, or other person who may be at the time acting in the capacity or authorized to perform the functions of such Administrator, or the authorized representative thereof. � FINAL PAYMENT aThe retainage and its interest earnings, if any, shall not be paid to the Contractor until the TWDB has authorized a reduction in, or release of, retainage on the contract work. a REVI EW BY OWNER AND TWDB O, (a) The Owner, authorized representatives and agents of the Owner, and the TWDB shall, at all times have access to and be permitted to observe and review all work, materials; � equipment, payrolls, personnel records, employment conditions, material invoices, and other relevant data and records pertaining to this Contract, provided, however that all • instructions and approval with respect to the work will be given to the Contractor only Dby the Owner through authorized representatives or agents. (b) Any such inspection or review by the TWDB shall not subject the State of Texas to nany action for damages. 4 � � �- � � � � � � L�1 �� I�� r� � � LiJ � FLOOD HAZARD INSURANCE. This provisions applies to any contract which will construct structures that are insurable under the National Flood Insurance Program of the Federal Emergency Management Agency. The Contractor shall apply for flood insurance on all insurable structures that will be built under this contract. A copy of the completed application must be provided to the owner before commencing construction of the proj ect. The Contractor shall obtain the flood hazard insurance as soon as possible and submit a copy of the policy to the Owner. ARCHEOLOGICAL DISCOVERIES. No activity which may affect a State Archeological Landmark is authorized until the . Owner has complied with the provisions of the Antiquities Code of Texas. The Owner has previously coordinated with the appropriate agencies and impacts to known cultural or archeological deposits have been avoided or mitigated. However, the Contractor may encounter unanticipated cultural or azcheological deposits during construction. If archeological sites or historic structures are discovered after construction operations are begun, the Contractor shall immediately cease operations in that particular area and notify the Owner, the TWDB, and the Texas Historical Commission, (512-463-6096). The Contractor shall take reasonable steps to protect and preserve the discoveries until they Q have been inspected by the Owner's representative and the TWDB. The Owner will promptly coordinate with the Texas Historical Commission and any other appropriate � agencies to obtain any necessary approvals or permits to enable the work to continue. The Q Contractor shall not resume work in the area of the discovery until authorized to do so by the Owner. � � I� � � � �iJ L�J ENDANGERED SPECIES No activity authorized that is likely to jeopardize the continued existence of a threatened or endangered species as listed or proposed for listing under the Federal Endangered Species Act (ESA), and/or the State of Texas Parks and Wildlife Code on Endangered Species, or to destroy or adversely modify the habitat of such species. If a threatened or endangered species is encountered during construction, the Contractor shall immediately cease work in the area of the encounter and notify the Owner, who will immediately implement actions in accordance with the ESA and applicable State statutes. These actions shall include reporting the encounter to the TWDB, the U.S. Fish and Wildlife Service, and the Texas Parks and Wildlife Department, obtaining any necessary approvals or permits to enable the work to continue, or implement other mitigative actions. The Contractor shall not resume construction in the area of the encounter until authorized to do so by the Owner. � � CJ LAWS TO BE OBSERVED. � In the execution of the Contract , the Contractor must comply with all applicable Local, State and Federal laws, including but not limited to laws concerned with labor, safety, minimum wages, and the environment. The Contractor shall make himself familiar with � and at all times shall observe and comply with all Federal, State, and Local laws, . .. ordinances and regulations which in anymanner. affect the conduct of the work, and shall a - indemnify and save harmless the.Owner, the TWDB, and their representatives against any claim arising from violation of any such law, ordinance or regulation by himself or by his subcontractor or his employees. QHAZARDOUS MATERIALS . Materials utilized in.the project shall be free of any.hazardous materials, except as may be � specifically provided for in the specifications. � If the Contractor encounters existing material on sites owned or controlled by the Owner or in material sources that are suspected by visual observation or smell to contain hazardous materials, the Contractor shall immediately notify the Engineer and the Owner. � The Owner will be responsible for the testing for and iEmoval or disposition of hazardous .. .. materials on sites owned or controlled by the Owner. The Owner may suspend the work, a�. wholly or in part during the testing, removal or dispos ition of hazardous materials on sites .. owned or controlled by the Owner. LJ � � � � fi L�J � L�J � L�"J �� li.l � L�J u u �I� � � �� Ls� 'iJ � � EQUAL EMPLOYMENT OPPORTUNITY. During the performance of this contract, the Contractor agrees as follows: (1) The Contractor will not discriminate against any employees or applicant for employment because of race, color, religion, sex, age, handicap, or national origin. The Contractor will take affirmative action to ensure that applicants are employed, and that employees are treated during employment without regard to their race, color, religion, sex, age, handicap, or national origin. Such action shall include, but not be limited to the following: Employment, upgrading, demotion, or � transfer; recruitment or recruitment advertising; layoff or termination; rates of pay or other forms of compensation; and selection for training, including apprenticeship.. _The Contractor agrees to post in conspicuous places, available to employees and applicants for employrnent, notices to be provided setting forth the provision of this non discrimination clause. �2) (3) The Contractor will, in all solicitations or advertisements for employees placed by or on behalf of the Contractor, state that all qualified applicants will receive considerations for employment without regard to race, color, religion, sex, age, handicap, or national origin. The Contractor will send to each labor union or representative of workers with which he has a collective bargaining agreement or other contract or understanding, a notice to be-provided advising the said labor union or worker's representatives of the Contractor's commitments under this section, and shall post copies of the notice in conspicuous places available to employees and applicants for employment. (4) The Contractor will comply with all provision of Executive Order 11246 of September 24, 1965, the Age Discrimination in Employment Act of 1967, 29 U.S.C.A. 621 (1985), Executive Order 12250 of November 2, 1980, the Rehabilitation Act of 1973; 29 U.S.C.A. 701 et seq. (1985), and of the rules, regulations, and relevant orders of the Secretary of Labor. (5) The Contractor will furnish all information and reports required by Executive Order 11246 of September 24, 1965, and by rules, regulations, and orders of the Secretary of Labor, or pursuant thereto, and will permit access to his books, records, and accounts by the administering agency and the Secretary of Labor for purposes of investigation to ascertain compliance with such rules, regulations, and orders. � L�J � �J �] L�l � � C I�I � � �� I�� L�1 � � �;1 (6) In the event of the Contractor's noncompliance with the nondiscrimination clauses of this contract or with any of the said rules, regulations, or orders, this contract may be canceled, terminated, or suspended in whole or in part and the Contractor may be declared ineligible for further Government contracts or federally assisted construction contracts in accordance with procedures authorized in Executive Order 11246 of September 24, 1965, and such other sanctions may be imposed and remedies invoked as provided in Executive Order 11246 of September 24, 1965, or by rule, regulation, or order of the Secretary of Labor or as otherwise provided by law. (7) The Contractor will include the portion of the sentence immediately preceding paragraph 1, and the provisions of paragraphs lthrough 7 in every subcontract or purchase order unless exempted by rules, regulations, or orders of the Secretary of Labor issued pursuant to section 204 of Executive Order 11246 of September 24, 1965, so that such provisions will be binding upon each subcontractor or vendor. The Contractor will take such action with respect to any subcontract or purchase order as the administering agency may direct as a means of enforcing such �. provision, including sanctions for non compliance: PROVIDED, HOWEVER, That in the event a Contractor becomes involved in, or is threatened with, litigation with a subcontractor or vendor as a result of such direction by the administering agency the Contractor may request the United States to enter into such litigation to protect the interest of the United States. (8) The Contractor will comply with Executive Order 11246 based on its implementation of the Equal Opportunity Clause, specific affirmative action obligations required by the Standazd Federal Equal Employment Opportunity Construction Contract Specifications, as set forth in 41 CFR Part 60-4 and its efforts to meet the goals established for the geographical area where the Contract is to be performed. The hours of minority and female employment and training must be substantially uniform throughout.the length of the Contract, and in each trade, and the Contractor shall make a good faith effort to employ minorities and women evenly on each of its projects. The transfer of minority or female employees or trainees from Contractor to Contractor or from proj ect to proj ect for the sole purposed of ineeting the. Contractor's goals shall be a violation of the Contract, the �� Executive Order,�and the regulations in 41 CFR Part 60-4. The goals are expressed as percentages of the total hours of employment and training of minority and female utilization the Contractor should reasonably be able to achieve in each construction trade in which it has employees in the covered area. Goals are published periodically in the Federal Resister in notice form, and such notices may be obtained from any office of federal contract compliance programs office or from federal procurement contracting officers (512) 229-5835. The Contractor is expected to make substantially uniform progress toward its goal in each '�■J LJ � craft during the period specified. � Whenever the Contractor, or any subcontractor at any tier, subcontracts a portion � of the work involving any construction trade, it shall physically include in each subcontract in excess of $10,000.the provisions of these specifications and the notice which contains the applicable goals set for minority and female � . participation and which is set forth in the solicitation from which this contract •resulted. LiJ LiJ � � � I'� l�i � � � L�J ��I u L■� � ��J 0 � SITE CERTIFICATE This is to certify that the (Le�al Name of Applicant, i.e., Citv. District, etc.l has now acquired, taken bona fide options on, or initiated formal condemnation 0 proceedings against all property (sites, easements, rights-of-way, or specifc use permits) necessary for construction, operation and maintenance of wastewater facilities described � � � C ,�il � as (Proposed Contract No. and Description) in accordance with plans and specifications approved by the Texas Water Development Board. Any deeds or documents required to be recorded to protect the title(s) held by • (Legal Name of Applicant) 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 � (Name of Applicant) has the right of eminent domain and will take condemnation 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 acquisition of the rights-of-way and recording of documents, will submit another site certificate to that effect. EXECUTED thic day of � (Signature) I�� L�J � LiJ L�J (Title) , 19_. NOTE: This certificate MUST BE EXECUTED BY AN ATTORNEY OR AN ABSTRACTOR qualified to evaluate the Applicant's interest in the �� site and make such a determination. l!I � 1 � � � � � � � � � ' i � I � � � � 0 S.R.F. 1- The Contractor shall complete the two attached Texas Water Development Board forms at time of contract execution. . 2- The Contractor shall submit along .with the by-monthly payroll certification the attached form SRF - 74, Certification By Contractor for Labor Standard Compliance U a Q a � a � � � a a � � � � � a � 0 CONTRACTOR'S ACT OF ASSURANCE STATE OF TEXAS COUNTY OF TARRANT . RENA S. INGLE BEFORE ME, �-�, a Notary Public duly commissioned and qualified in and for. the County of J. D. VICRLRS PRESIDENT TARRANT ��e State of Texas came and appeared , as represented by � , the corporation's _.. _ , who declares he/she is authorized to represent J. D. v�Cx�xs, INC. pursuant to provisions of a resolution adopted by said corporation on the 19� day. of Nov��x , 19 99 (a duly certified copy of such resolution is attached to and is hereby made a part of this document). J. D. VICI�RS , as the representative.of J. D. VICRERS, INC. � declares that J. D. v�c�xs, INc. assures the Texas Water Development Board MAIN 390 DRAINAGE AREA SA1�iITARY SEWER RRAARTLITATION AND IMPROVII�IENTS (GROIIP 6, FORT WORTH. that it will construct �ro�ect at � Texas • CUN'1'KACT 1) PART 6, IINIIT Z, SECT'lU�VS tI�TD B' in accordance with sound construction practice, all laws of the State of Texas, and the rules of the Texas Water Development Board. GIVEN UNDER MY HAND and seal of office this� 19� day of Nov. 199 _ �.D. ,�o�P Y p0e��, RENA S. INGLE ; * * Notary Public STA7E OF 7EXA5 •�qi�r oF h+Py My Comm. Exp. 03/06/2001 �.,.,,�.��,,, , . , . , o . _ . , �. .. _ .... �.,�,,,,,,, � , KLrNA . 1 G . NOTARY PIIBLIC My commission expires 03/06/2001 � CONTRACTOR'S ACT OF ASSURANCE RESOLUTION � � �..� � �, , � { ..1 � � I � _j � .. .; � r�° � �+ � w: � � � i �, � . ; �., � �- � �_ � �� f � � � � I hereby certify that it was RESOLVED by a quorum of the directors of the J. D. VICKERS, INC. name of corporation meeting on the day of Nov. 19 � 19 99� �at J. n. vICxE�ts . be, and hereby is, authorized to act on behalf of J. D. v�Cx�xs, IxC. name of corporation as its representative, in all business transactions conducted in the State of Texas, and; That all above resolution was unanimously ratified by the Board of Directors at said meeting and that the resolution has not been rescinded or amended and is now in full forces and effect; and; In authentication of the adoption of this resolution, I subscribe my name and affix the seal of the corporation this 19� day of NOVEMBER , I99 9 m 0 � , Secretary J. D. VICKERS, PRESIDENT (seal) � � � � � � � a � � � � � � � � � � � Certifcation by Contractor of Labor Standards Compliance In accordance with Title 29, Subtitle A, Part 5, Section 5.6(A)(1), each monthly engineering estimate must be accompanied by the following certificate executed by each prime contractor employing mechanics and laborers at the work site in which the federal government is to participate: Estirnate Number: Name of Project Contract Number for period State Revolving Fund Loan Number Date to Location l�ate Contract Awarded I hereby certify that all of the contract requirements as specified under the labor standards have been complied with by: ��as principal contractor and by each (Name of Contractor) subcontractor employing mechanics or laborers at the site of the work, or there is a substantial dispute with respect to the required provisions. Name of Contractor/Subcontractor Signature and Title Notes: 1 � This certifcation may be placed on the estimate or on a separate sheet attached to the estimate. The Texas Water Development Board shall, prior to approving a voucher, satisfy itself that copies of these certificates are on file with the owner. � u � � I,l � ,I�1 � � � 0 ! 0 � � �� 0 Appendix B - Easements � 0 , � � \J l�' � �J 0 0 1�, 0 0 � 0 � � 0 � 4�,$» A��'e�'d�x liJ � J i� u � APPENDIX B EASEM�NT DOCUMENTS � Two (2) three-ring binders containing all the �temporary right-of-entry forms, easements (temporary construction and permanent) and permits obtained for this project aze Q available for examination at the plans desk of the Department of Engineering. Bidders shall be provided with copies of any right-of-entry or easement upon request. The terms of all Special Provisions or Conditions for easements shall be applicable. The responsive a low bidder(s) will be furnished with a copy of Appendix B after award of contract. Bidders shall not remove any of the two (2) copies from the plans desk. f�l '.=1 � � � �J � � � L�J I� 0 � � � � � V 0 0 Q � � � �1 � � C� � � 0 �xC �.�p en�� : �'�,:� �r � j .��,� . iJ;i�H.�Ci♦�'.�r1�r1.. . i . �� r5ti � `' � f �. � i' !� t � . . ! .. - } 7 1ti.F� . h ti) -al d..,�d � ��ip .r' r Y} `r.�%'��r� .. , ,.r, r '�'� �,��^ 1J1��/V��i�r#ZIA�Ri �r�-..�`��`��,ii � � + ,r , . �. . . 1 • . i � C� � .. { t• , � . y e � . : • ' .� .i . { ' /� / � � t +�� ' ,�y' �r„ � PR�JEC'�NO�'.��VVOOVi�o� �+oo��.4JPV) ,.i, .. . �r i 1 R,�7j� �!% .tA.��';�. . . ,. . . �� < t 4 � q C� o:� r� k /{�r A■* i: � � ` r } ' r '' , �r . j �nr r °.+i. 1 � `$O�O'O(OY.��M'�, �o t . � 1l�7r'� A7 i � �� f ��{ '.ri - t �� ...,_ ,•; ., r r ' , .r �i�.�. � i �• }'`}j, , �... ' � ' �, �� . � � � � i.(:: � .1 � t � . } .k 4y.r �� ~�uiest�o�ns.`on this pxaject;�ca��S71-S3U,6 (�Veekda�(�;?;3t rl ��;.,�,, � ; .. } .5;` , �' , �•' �..i�:� �V � �.•."S'., 1,�� y� � . .. ! , . 1�i�� 1� .' . . .' �� ; �� ` `�►►�ter-�ours.water and sewer emergenciea;��ca�� : � •;r • i �lr , '�,; Irr �! '� 1 , r + ;�. . t ` �l� * � � '' � ' i � ��` , . . ,. +� � , � , , 'R - , , . . , ;« •_. .. ., , , �z . , : ,.. . , . . . . - ' �� ,_ � s . � , , ; . r .�• �r rt .'r ♦ �:4� +.� .t � � � � ti. -}l; � � �� - �} _ v .h� � �_ � 4 � L t t, �� Ji1 I 1 �1,:a1 „ � i � t ` t . t�' y �t / )' 1 , .�r r't��ej �� IS ! 1 ��' � .. )J�,'� � � � . � •` � . � l . ��-u i �- 1t �;� � ,i�'k� �r ' -�i ,rl !l 1��' � � .1 \{� 1 �1 . ' a.m.''- 4s30 p:m.�''"'"'� . , ,, ��,, +. � ��1=s3oo � _ : ,�� t� � << , , , ; 1 i 1. y. ` �� 1 �± . "`... ..'. :�. .�: .,... •J J={• � � Q �� a U � � � � � � � a /oo�� 000��j�� ///. .� • • . ; . . , % �//.. �'� . . 4.• . I ' ��. • �, . '�I . . a� . . • . . . , • . .4 � . . a•• � ' � . . • � f � � . EXCAVATI❑N, BACKr ILL AND PAVEMENT .-� REPAIR UNDER EXISTING STREETS MIN, 2' H�T ❑R C❑LD MIX ASPHALT, TEMPORARY PAVING REPAIR SH�WN — EXIST, STREET� PAVEMENT FC1R PERMANENT PAVING REPAIR DETAI . SEE FIGURES 1-5 �R AS SPECIFIED IN � . . � THE PLANS� ❑R SPECIFICATI❑NS. ��„��J,,,,,,,,,,,,,,,.` .,,,,,,,� ��/ o00000000000000000b000000000000000r000000000` •', i / / � MIN. '6' COMPACTED � ��./� /� � ; " ' �� FIEX-BASE MATERIAL � ' � ,'4 . • `. •• •' •.' �'/'//!,' / //.'% //.��.G��/� •. � •.: d . . : •f 1• � � . , '' : :.• ' :; • ;. BOTTOM OF 7EMPORARY ❑R � _ , . � ,�•r .. � • PERMANENT PAVEMENT REPAIR . . . � � EXIST, BASE � , a �� D "''�� `� �' "' ' �—�TYPE C BACKFILL � ` � ` �,'•� �� '•'� SEE SPEC, E1—Z � SAND MATERIAL , .�'%'' �. . j t . ' . � � 1'—b' MAXIMUM . . , .. ,, , . EMBEDMENT � " . ` '' ' � �`' '.� ' ,_. SEE SPEC, E1-2 , . � '• � �. :. ; ~`, MINIMUM 6' SAND -_.••�� "' •'� �' �• �'�:.' EMBEDMENT COVER �; ; ; �, ,: . � . . `; ... :}:.:,. . . . :;� `': �QF,. •�'_� � , Q�' �;,::;' MINIMUM 6' EMBEDMENT . . r • •' r; � �. t ,•t,. (•• • •,' �•• �' • ..� ` , 'y ��. a � INCLUDED IN LINEAR FO❑T BID PRICE ❑F PIPE £ F�IGURE A � <�ATER SIZES UP� T❑ & INCLUDING 1z") � NTS REV3 MARCH 25, 1999 � O � 0 �� C�� a LJ L�1 C � SAND MATERIAL EMBEDMENT SEE SPEC, E1-2 —TEMP�RARY P�AVING REPAIR SH❑WN — FCIR PERMANENT PAVING REPAIR DETAIL SEE FIGURES 1-5 ❑R AS SPECIFIED IN THE PLANS ❑R SPECIFICATICINS. � .J,� >vOv0�0�0�0�0"�OVO�OVOVOvO V�O�O�O�O�O�O"O`�O"O�O�O� O O O O O O O O O O O O O ) O O O O O O O j0 O O O �� t�IN, 6 CQMP C �D �� /��%�� • • � FLEX-BASE MA7ERIAL /�� /�� , ' . •• , . , ��:�/��i��• /��%-i /�/ / // j�•. �'� . . ��•,t'�, � , a� `,. ;` �� • :d •h . B❑TT❑M'OF TEMP�RARY ❑R : . �: • . '••,� . . , PERMANEN'f PAVEMENT REPAIR . • , _ ..' , ' � , ' •• ' . ' ' . ",= � �TYPE C BACKFILL ;' �� .,': :�� •'.•' '. SEE SPEC, E1-2 ��•. �';. :,'• ' � 1'-6' MAXIMUM . . . .. -��11�� • � M�� ..� � , • ••,: •:; : . . . � , ,"',� .. .. � =: . :.'' :�� : -:• '��_�. � � <� , ' � CRUSHED STONE ::,- (7,�Q ' ,` SEE SPEC, E1-3 �•• s�'L� `( w y =% . •j•�" �"�' � ny:..l4S�r ;�� '•�`:.'• ��,:-f.;�::_: •. �,.' :'. : �i •:L�' � . ''�� :. p�� 1> SEWER — MINIMUM 12'--� �SAND EMBEDMENT COVER 2> WATER — MINIMUM 6' � SAND EMBEIIMENT C�VER MINIMUM 6' EMBEDMENT• � a �� a � INCLUDED IN LINEAR F❑�T BID PRICE ❑F PIPE �IGURE B CSEWER� ALL SIZES) a a CWA7ER SIZES 16 & LARGER) � EXCAVATI❑N, BACKF�ILL AND PAVEMENT . REPAIR UNDER EXISTING STREETS MIN, 2' H❑T ❑R COLD MIX ASPHALT, EXIST. STREET � PAVEMENT j�// VOo/ . . . .• i ;' . f5.4 . •�, • � �. • .� d . • �♦ �, . .'• L . f.� . •.�. . EXIST. BASE N7S £ REVs MARCH 25, 1999 � � � ., � � 0 ► 1 L.i.l L1 L'J � PRC7PdSE �� D P,� V �-� . �NEA TH S TREE T . �U TURE P S . avlN� o . NL Y� � . , MIl�rMUM 6, � EMB�DMENr CdVER � �• � � � � � � s M7NIMU�y 6- EMBeDMENr , T YPE B .. ... � SEE SPE DRe1 � ACKIF�, L . . �' .:;, . � .. . �.�. .,�..;.` :: ..., , ' ; " �.;'''. . , •• • ' � • • . .'. ;.�• ...�.: . _ ' " :. ;. '. , _, `:n... : :, {.. ...,: :.r,• ,� �:•. .��.'.,f• :�. •;•: :.f�, �;; � � • '.� .�: ' ' +'. : f...;.t; . �y. .t � ' ;'''�.• •'� :.., �;;� . ••:,��9�si�.��`,•• ,;��••.��4'.ti 3•.�. � � ;.ti'� .y.`.:�•� ::�'�'' . `,:•: `..• :; ' ;.: �� : : ; y.. . .y=+:j .,. •'��`'.,:.f. . �.: :.�; : .�. . `_ `. :. . , � ..� . � � • --: �. ♦� � `• y; �t♦�.�:� • .i• .tiI• :.i•� •�, �.Q� ...•r.• `;:t. Q •.+ � ••��• ti .' �i: i; • a: ; i :.} . - - +'t�t"e" .. � : ' .�' .. . ♦ � INC� UDE�1 IN _..�„ LINEAR FOL7T BID PRICE CIF' . � pIPE .1 . C -�� AT �� S C �Z�S UP TQ�IN ��NG NTS � SAND MATER,�gL EMBFDM SEe SPEC EI -2 � . 1,�� --__ REV, MARCH 2'S, 1999 -- � � ' •--......_�.---------��-�-----.._-------.--._ _ _____ _.___.______._.__ _:_._...s.T��-�-T-� - . ... -. o��--� r a . � � �.0' o l� � _ I N�� . � r � , . . , �.� +��`•, � [� g—� �4 R�BA�tS TYP . � � . , Gj ltS£ 3 CX 0 0# C� AS S .~ . 7� /�` j�� , ` .�,._. 3" TYP . 14 CQNCA�TE. �� , ' . '� � � � . ��1f� r ,�` '�•,� - . . � � � 1 . � � ,� . . � . . . . ,� � 1 .l, .o �� 1 �1 � . .. � . � � �� , ----�- �. �, . �, . . , . � ,� �,. ` . kJ � �.'� '`~ � ,�• � � ' � � ' � i . . . . � � . ` �,� , , � . CONC . C�I.�R � ' '' . �IGN? V�RTES� . � /4' �CNAKF�A iY PY.�T. PyNT. ,..:: , _. '��1x,1.:-�,;�: ,` J`�'� . �; � . .,1 GRG'U`� � A � . • ti � �%,+� \,, Q.� �� . �I.� � �i�l//..l�� . ' '' �� . ,� r _ �-'C� RI � ^ �'� � ,, - . ' . � 6' NIH. C.d S�' .t C.,t S�' ? . � - , • � � � . • 3 " M I N I MtJ�{ � • C.,(5�' ! . • . . . --, NEIGNT V1�RIES G'� L.cR SX.iG L EXT�?.t� TD • , TCk� LCr' ?.- 27 7 � S� C T T 4N 1+ (AEB.cA f�'O. � . . . C.�S�' 2 � . " . �GYX L.(R SX.t L L EX TEh�J 3' BF1. OX � I • BO l"TQX C�f' L OXEST 6�Lt L�' f�IlYS' (REB.tR f�EO. % .. . � • , � . . � � I �I�RE' 12�� - . CONC�ETE M�NHO.LE COL.LAR . � . DETA�L ��-�,21 }tJ1TERIhL. E2-20, 21 COt�tSiRl}CT7aN �.._..,_ � 0 � C� �J �] C� G� C� C� Q � C� �l C� � 0 0- 0 � . . . ., '' Stt LC�NCITUDINAL JOINT SPACINC �0 1 tias ou T+' ct++rCes �otH .xYs x�rw ' .( ►r � � "' wtM j �i�j �OxGITV0IMA� IM OITCN � trtst [r�tT co►C • '�t+ss ",• Rc�M►o�►cto coMc�Crt � • • WRI C�Uf� �+�vCuCki r�r�vCufri +C►ljGLu(kf fIlfTlwt CowC � I ♦AVC1�(MT (rttT ��,�T� . c—CU�� eUTT[� ; � Sxw CVT \' � �, � � •� r p � , x ,n . / i . ^ • � � � '! �. • �c �e.� . • r . � . � � ' � � . ` . T ' `� :r }-r ' . � . �• . . •_y � � ' , L • �n Y' .� •,�Y � .f � ' - • , • • • , , �` , • � �� • • _ i.��,-�y,1 !J �� 1 • ^ . � • � . . v ' �, ' o � � � �" � X �� e �,p�c-1r'_W�J � ; o ` • . / ' i • ' ^ . . f , • . • \ � �d ��'(_O x o��Q�d�C��(/O�oO / • . , .f�J ood'�!' •O• r v�o�p��o�„ � �� ,� ,,iO �o � �•: � a,. . � .. • . . . . . :.. ... • •�r. 2;2T COHCJtE7C • � • • ' � " , � � ' \ . . �_ CSlST 1lSC DIiCN r,t�� -� , , kl T�(►.Cs� uCK/1 , �l, LN1�� w(CT CYILT, tAtC ( 11' 1kTI . ••.� � ' ' • �CoUtRt►eCxT! lOK t7�.tDJ�T30w i.x! �1►. u[Y 1 � I LONGITUDINJIL JOItdT • . � • • • . , • cow.+cr�a+ a� irtc��ice �M irtv � {O2 0� TKL i7awOxxo tr[C�rtGa- Se�C�NG , 7�ow: �o� co�sr.ucY�o•�, ,t,.�,c . ISikEET �,ACt� ' , • ' rowKs o[rr , cirY w �o•�r ratTN ' WIOTH , TCYA1 oR �uzrtu. xt srCCu�tn , Ix S[C1'}OHt [�.2 Ak0 t 2. 2 Of T}K ?fl 71 3A� �{� _ ,• , . J�(�j/tC1iWMt lOR rAT[R p(►M7- 56� b 40� � e' 0 FR0►.t • ��' � • w[wf ►wO�CCTi, /OwY roRTH vtTi■ � ' _ Dl�k.�F CVRC_.._ , • . � DC�7.�Gl7T W 10�� wORTH, TLX1..i, �{' oH Eaii'oFE E ' . . - 40� �N£ 412�OFF i. . ;;: � rRorps(D lAC1LITY yr�T��LAT�o+t � so' c' a �d oFF � . , • •' �OT � � i !0 ►•` ��W10�C(0 COx�R(TC �lV[k(xT Su��l 1( R(r{,�LiD f0 OalGtwR� OC►iu o� TO A ut��vVu OC�f►+ oi �;xHrCH(Kr ii �HC OA(�TC�. REPLACE PA�EMENT TO NEAftGST JOINT _. . � .,,� fl►C 0 k0,t • V ST[CL Cxli73 IK LOx��t?L >1w(►KMi TC uo )•+�t�w�ORCCD GoMC+(YL rvv(r(xT rlt,� tC t1 GVT�'TN[ S1(Cl SH.t�� L CVf AKO x(��ACLD OV(■ T�(NCK,13 1►+Or�,W TNI SJl'.VAC(p .ts f0311i�( i MwIMUw �}/ (Y(Mf' MOK•R(I+r/ORC(D CD�.Cx(T[ lAV(- 1r�tCt OIiT�kCC 0� tt�SN�tIL t( iROvtOCU Y(MT Is ■(uovCO. HO�- LtE011�0 Of �tt( T01r�T[{I AOJAGCkT SLCT�ON] �71 ]l(C✓1LATIOYI <Ot MH�Ci1(Y(ll Il fl!(�.iCR TYPICAL S �CTiO�—�'R�i�C� R�P,�IR � .�--�--�CO�ICR�TE PA�/��ffE�IT C1TY OF FaRT wORTH TR A N,SPOR 7A710N/PU(iIIC WORK S DEPT. • tur1N!'J'R1NG DIV1SlON ' r(Y • ('i•1t xcv • ti• i • r, . ��._.,�_,�.,o Rc�. �-�o-�r f1G, i i � 1 i � I i , �� t i � I � i ' � � 1 i , � i 1 � � . .._.._. _..._.. s��ico�E-.;ioiNr� sEA�Q. _. _._.. .--.-- �` __ ._.._, _ ...._.._.._...__._._ . _•_ ------�... ._. ._.----._ _..._. ---i -..._.... _.. _'/��. ' -- � I • �� . � ' _ a� > �` -�' � � � � �' ��. SAWED JOINT �'ACE � � •. w�'\ ,• �.�� .:= 3,l8' DIA. CLOSED CELL EXPA EC a `� � '� • • ' '� POLYETHYLENE FOAM �� „ � •,. � �,� BACKER F � l�' u L�J r] JOIN7 DEPTH ��PAVEMENi �TNICKNESS T= 5' �.. 7 -�' . = a' LJ �. . � � • •• ��1 l�J l!i u JOiN7 �DEPT�{ ( T/4 � ��4� 1�/2` � � ��4' � • 2� z •� . � '� : �' . . • - .• F{RSi POUR �' SECONO POUR ' 'COLD' JOINT CONSTRUCTfON JOiKT DETAIL N0. 2 SEAL F(}R LONGiTUDINAL AND TRANSYERSE CONSTRUCTION BUTT J04NT � N.T.S. ► f� � SILiCONE JOIN i SEALANT 1 �-....--�--a � . •�`' � ;: , f � .: ,',' •�:. - ' SAWED , J0�lT FACE � \ � ' � ' p{A..CLOSED CELL" EXPANDED '- '� �� •:'� � POLYE?HYI.ENE . FOAM BACKER �RC { , i • .�� I . • ..,. JOINT DETAIL H0.3 ' SEAL FOR SAWED DU�4?�Y �lOIM" . Iv. i .s. �9 � , � -� ; =1 1- I � � . •�• N . •..;;:. _ , � . .. J-' �� r- ' , = � .:_ �6 SMOOTH ;.'.,)a-� o�: ' . ' � r: -1----- � ''_'_' I ,\� � -'� � ---------- �\ SfLICONE JOINT SEALANT POLYETHYLEt�E' BOND BREAKER '�Af'E REQw00D EXPANSlON JOfNT FILLER � DOWEL SUPPOR7 BASKE? JO(NT DETkIL N0. 1 SEAL FOR EXPANSION , JOINT N.T.S. , SUPPLEMENT TO T&PW FIGURE 1: aWHEN EXISTING CONCRETE (S CUT, SUCN CUTS SHALL. BE 1�{ADE WITH A CONCRETE SAW. ALL SAWl�1G SHALL BE SUBSIDIARY TO TNE Ut�IT COST a� THE fTEM FOR WN(CH sew�Nr, IS REOUIR�D. 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S 3�• BELOUC7ILEPIRONSCLASS 51 PIPE. � � �a, 0 � ,. � � . . ��. � � lJ � � � � l�l � � � . i . .; . .� " � .�i � / \/ � �� ,�f . `� � / 1 'f ��'�� \ 1 ; �� "+" (1 I 1`� .: .- � . �.�,��¢. �j �. j `� � E i / �\ �, �� i �`� � f'// . . ,. . , Minimu ,n 2roxs � p�eJorin�hifumastic foi�t Sea ein; (Ram-Nek o�anprored eQ�a�1. . `iG�s o li t�ii�L' ��-!� r�Yt't O�' fl.s. %� L'- Q%B P�'Yr'aSf i^t :�.rr'o r-c � d .�-w.,.�5 o!c SCCI�onS o� aqW�� .P't�.""E'2'/� � � � � Y . � � �� /�.-�fal�c ��Jr+� t.�d a'I od�i. �!ij I'''�'• cv�-,c�, cQ�.,.l �v ,�fc.��i, liy : ��— li'I�� Irv.* lt�o.-.f�, "• i � �'i.. :; � . tio..C�'tio,l�;ri'l.f con„or./�dpick ��•:;', '! slo;s �pickbQ�s, /4ef: EP-/� • ,4. � : . :r.. .. . � :� �:I� •w• '.:�.. . . .. . . ,; :;: . � .b i .:\ ,. } _ � � .,, �. ,'_ �.:; � � �. -r ��— . 1:•:. ,;M. --� � _ � - . 1 . � �:. _ ! � 1 ; /-�: i �. �\ I /} •'. . .. -. 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".' . / / :.' :.; • ;:., ;:., ,:. •�. •.. •.. / ! •�./ •/•'�• / •/ . . � A - A �3 DOWEL .v��2o2�9��9�me�eoau�e-iv,ranro.dyn S E C T 10 N � . 4-�3 DOWELS SPACED EVENLY City of Fort Worth, Texas n►�Ayar And Caunc�l C,ammun�cAt�an DATE REFERENCE NUMBER LOG NAME PAGE 11/9/99 **C-17744 I 30LAN 1 of 2 SUBJECT APPROPRIATION ORDINANCE AND AWARD OF CONTRACT TO J. D. VICKERS, INC. FOR MAIN 390 DRAINAGE AREA SANITARY SEWER SYSTEM REHABILITATION AND IMPROVEMENTS (GROUP 6, CONTRACT 1) PART 16, UNIT 2, SECTIONS A AND B RECOMMENDATION: It is recommended that the City Council: 1. Authorize the City Manager to transfer $147,632.00 from the Water and Sewer Operating Fund to the Water Capital Project Fund; and 2. Adopt the attached appropriation ordinance increasing estimated receipts and appropriations in the Water Capital Project Fund in the amount of $147,632.00 from available funds; and 3. Authorize the City Manager to execute a contract with J. D. Vickers, Inc. in the amount of $646,034.50 for Main 390 Drainage Area Sanitary Sewer System Rehabilitation and Improvements (Group 6, Contract 1) Part 16, Unit 2, Sections A and B. DISCUSSION: On October 14, 1997 (M&C C-16352), the City Council authorized the City Manager to execute an engineering agreement with TranSystems Corporation to prepare plans and specifications for the reduction of inflow/infiltration in sanitary sewer Main 390 drainage area. This project is part of the City's Integrated Wet Weather Wastewater Management Program to comply with an administrative order from the U.S. Environmental Protection Agency to eliminate sewer overflows from the City's wastewater collection system. The project is generally bound on the north by Lancaster Avenue, on the south by Hampshire Boulevard, on the east by Rand Avenue, and on the west by Oakland Boulevard. The proposed improvements consist of the replacement of approximately 3,900 linear feet of primarily 8-inch sewer pipe, 1,300 linear feet water line replacement, and pavement reconstruction on Virginia Avenue. The project was advertised for bid on July 1 and 8, 1999. On August 26, 1999, the following bids were received: : �� - AMOUNT TIME OF COMPLETION J. D. Vickers. Inc. Jackson Construction, Inc. B&H Utilities, Inc. $646.034.50 649,900.50 732,219.00 100 Calendar Days In addition to the contract cost, $48,000.00 (Section A: $36,000.00, Section B: $12,000.00) is required for inspection and survey and $33,000.00 (Section A: $24,000.00, Section B: $9,000.00) is provided for project contingencies. C`ity of Fort. Worth, Texas n✓I�Ayar And C,aunc�l C�mmun�cA,t�an DATE . REFERENCE NUMBER LOG NAME PAGE 11/9/99 **C-1`7744 30LAN 2 of 2 SUBJECT APPROPRIATION ORDINAN�� AND AWARD OF CONTRA T TO J. D. VICKERS, INC. FOR MAIN 390 DRAINAGE AREA SANITARY SEWER SYSTEM REHABILITATION AND , IMPROVEMENTS (GROUP 6, CONTRACT 1) PART 16, UNIT 2, SECTIONS A AND B J. D. Vickers, Inc, is in compliance with the City's M/WBE Ordinance by committing to 27°/a M/WBE participation. The City's goal on this project is 27%. The Transportation and Public Works Department and the Water Department will share the cost of �the HMAC overlay to be installed on Virginia Avenue after sewer and water improvements are completed on the street. � The project is located in COUNCIL DISTRICT 8, Mapsco 78H and 79E. FISCAL INFORMATION/CERTIFICATION: The Finance Director certifies that upon approval and completion of recommendation 1, and adoption of the attached appropriation ordinance, funds will be available in the current capital budgets, as appropriated, of the Water Capital Project Fund, the State� Revolving Fund - Sewer, and the Contract Street Maintenance Fund. , MG:k Submitted for City Manager's Office by: Mike Groomer Originating Department Head: A. Douglas Rademaker Additional Information Contact: A. Douglas Rademaker FUND (to) � 1&2) PW53 6140 2) PW53 2) PW53 6157 6157 al I ACCOUNT I 472045 541200 531350 (from) 3) PE42 541200 3) PW53 541200 3) GS93 541200 1) PE45 538070 CENTER 060530175010 060530175010 030530175010 070420417340 060530175010 020930355070 0609020 I AMOUNT $147,632.00 $135,632.00 $ 12,000.00 $436,462.50 $126,632.00 $ 82,940.00 $147,632.00 , CITY SECRETARY APPROVE� C1TY COUN�IL NOV a 1999 �� C1ty 6ecretasy ot tha Cit� n! Fort Worth, Tex� �dnptetl Ordinance No. �;��1 -t