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HomeMy WebLinkAboutContract 32568 CITY SECRETARY CONTRACT NC?. SPECIFICATIONS AND CONTRACT DOCUMENTS FOR EAGLE MOUNTAIN RAW WATER. PUMP STATION IMPROVEMENTS Project No.: P164-060164052004 FOR THE CITY OF FORTH WORTH, TEXAS SEPTEMBER 2005 MIKE MONC:RIEF CHARLES BOSWELL MAYOR CITY MANAGER S. FRANK CRUMB,P.E. ACTING DIRECTOR,WATER DEPARTMENT * CHA.RLY ANGADICHERIL ASSISTANT DIRECTOR OF WATER PRODUCTION CHRISTOPHER HARDER,P.E. PROJECT MANAGER VOLUME 1 OF 3 PART A THROUGH PART D PART F THROUGH PART H CONFORMED Prepared By: " CH2MHILL �r CH2MH1LL tiff 309 W_ 7h Street,Suite 1020 Fort Worth,TX 76102 (817)870-1129 i SPECIFICATIONS AND CONTRACT DOCUMENTS FOR EAGLE MOUNTAIN RAW WATER PUMP STATION IMPROVEMENTS Project No.: P164 - 060164052004 rFOR THE CITY OF FORTH WORTH,TEXAS SEPTEMBER 2405 MIKE MONCRTiEF CHARLES BOSWELL MAYOR CITY MANAGER S.FRANK CRUMB,P.E. ACTING DIRECTOR,WATER DEPARTMENT CHARLY ANGADICHERIL ASSISTANT DIRECTOR OF WATER PRODUCTION CHRISTOPHER HARDER,P.E. PROJECT MANAGER f VOLUME 1 OF 3 PART A THROUGH PART D / PART F THROUGH PART H CONFORMED Prepared Hy. 1 , CH2WIHILL CH2MHILL �y 309 W.7'b Street,Suite 1020 Fort Worth,TX 76102 (817)870-1126 �. � � r 321068A.GNI SEALS SHEET PART A—NOTICE TO BIDDERS PART B-PROPOSAL �,,'�p.�,...'�.,, ••4�► 1� MWBE SECTION *:• • * �� PART C--GENERAL CONDITIONS ....r,.........•....:•.*.1 DOUGLAS K. 81GLEN PART CS--SUPPLEMENTARY CONDITIONS ...... 8$773 .. ...•....•..r..••.....� � 7 PART D— SPECIAL CONDITIONS 1� (� PART F-BONDS AND INSURANCE I •'••.G�!�5, PART G -CONTRACT PART E—TECHNICAL SPECIFICATIONS DI'VJ�1 ► N ERAL REQUIREMENTS °Fr ��► F,F DOUGLAS K.BiGL�rilr �..••••.w•r...•....•..•. . 88777 PART E-TECHNICAL SPECIFICATIONS ,r DIVISIONS&,��I2x OF ZG r or ���®F roc`��� f �,�p� ... .,1 tI 1p�EOF Te q�! Itwr••:.,..r......r•.. ..••.•r...r•.rrl..•�r,«. w•.w•,••••lr..,..•....•.• .•.:.,..�� •r...*.e{ DOUGLAS K. BIGLEN �+ OSAMA� f�AS�I�Q r i!FRANKS. GRIFFIN, JR„ .•wr......• ..........w..�.w.� �y.w•• .•wr.r.r.....r„ ...,...,...•.........,..•....� • a 9D373 r f $8777 �• �'-,, Q 1 87724 ,c ,t� ��• 7�'ENS� ''�t' ���%ti��£H 5d••, ��w X14:• tICEHS�d•''ft,'S► -71VO-S PART E—TECHNICAL SPECIFICATIONS 1s.� tee.3—CONCRETE OF •`.,�ttilUxtt f •,w.•le.a••,,,.r.•!•M,.! ! t FRANK S. G'RIFFI'N. JR! N••,•h:t.....••*..... ..Z' /,e.rlr•.•...•....aa•..,..w....l ,.r,� AMA F NAS,F-IED..,f 9 ......, 87724 ,•.,.�...,y �i �1�':•. •��. 373 r --.ICE NS%a.�Xy • .!.••• �'` •�r�C H 5E�•''t��'�"'+ -2f N 321068.BM r' A5 ':k' JULY b, 2005 00007A1 life SEALS SHEET 321068A.GN1 PART E--TECHNICAL SPECIFICATIONS UVISION 4-MASONRY ,ED AR,_ C7 4 w 69 AT 17E YdG� PART E—TECHNICAL SPECIFICATIONS E 71j� � � RVISION 5-METALS �FRAHK S. GRIFFIN, JR.r 87724 f PART —TECHNMCAL SPECIFICATIONS DIVISION 6-WOOD AND PLASTICS � �Vt,D A f aq a 47Jh1Aj7s P E TEC ICAL SPECIFICATIONS DIVISION 7-T14ERMAL AND MOISTURE PROTECTION y,q�,aa€r cp r� N SF :L) T Z A 321068.BM JULY 6, 2005 00007A 2 SEALS SHEET 321068A.GN1 PART E-TECHNICAL SPECIFICATIONS DIVISION 8-DOORS AND WINDOWS atD A l- prJ�lr fA k++ w ar ti7 +1 oalt711 w P T E-TECHNI AL SPECIFICATIONS Q [VISION 5-FINISHES ya•► t OF r ► ' le / = �� � v 1PRESTON C. DILLARD� lK lK 9 .., ................ ;. � 79271 p + y 8537 RC �� 871GR d�' ."' r$ A + 711Ac r11 c PART E-TECHNICAL SPECIFI ATION DIVISION 10-SPECIALTIE ...,..F....a t REP z �PR'ESTON C. DILLARD� a ............................. " ..... . AV � ! 71)l'b,�� 7�r 2oDs PART E-TECHNICAL SPECIFICATIONS DIVISION I l-EQUIPMENT t1F QF PRESTON C. DiLIARD ...... r•�•. 792770 � - p` r 7/,' f A ,1 321068.BM .LILY 6, 2045 00007A 3 SEALS SHEET 321068A.GN1 PART E---TECHNICAL SPECIFICATIONS DIVISION 13-SPECIAL CONSTRUCTION �±����•OF,T46+ s �..... ANTUI®NEL. BAAGAT....� ............. NS X ........, . It 0- PART E—TECHNICAL SPECIFICATIONS DIVISION 14--CONVEYING SYSTEMS --�,..�OF TEa.!h r..._..,....................... .PRESTON C. DILLARt 79277 I Te dW PARI E—1L SPECIFICATIONS r� i7�ICTiANICAL F T,� _ •• -LR,1 it : * ,� ��•,. .,�.* DOUGLAS K. 91GLEN r*:.,. . .:;�+� + ............................. .. .... ►�� 88T7 q•.:' . PRESTON C. DILLAR •< s ....� rG. - 1.0 ., r 1% NAL PART E—TECHNICAL SPECIFICATIONS DIVISION 16-ELECTRICAL OF dft V. Ka.. GUPTA — Is N —, too 321068.BM JULY 6, 2005 00007A 4 SEALS SHEET � SECTION O0J2O - CONTRACT DOCUMENTS TABLE OFCONTENTS Pages � Part AK/o|uma1\ Notice k} Bidders ---------...-.-----_--._.-----..._-____'__--- 1 ' Special Instructions tOBidders........................................................................................7 Part 8 (Volume 1) P ................................................................... ....... ............................. 3 ' MWBESmCtion K/oUnne 1\ _ MVVBESpecifications......................................................................................... 1 MWBEUtilization Form ......................................................................................4 K8VVBEPrime Contractor Waiver Fornn.- ................................. ........................ 1 MVVBEGood Faith Effort Form................... . .............. ....................................... 3 MVVBEJoint Venture Eligibility Form......................................................... ---3 Part (Volume 1\ GeneralConditions............................................................................................64 Part CS (Volume 1) Supplementary Conditions - ..................... ........................................ ........... 12 Part PVolurne 1\ SpecialConditions....................................... ---------- ....................................... .. 22 N0 VVaoeRates ---------.-.----.-.--.--...-----_-.-.---.Project . 1 NN _~_ Sign......................................................................................................... 1 *~ Texas Water Development BOandSuppksmenbs\ ContraCt Conditions (Volume 1L' .....16 ' Site Certificate (E[)-1O1) ........................ ........- ................................................ 1 Contractor's Act ofAssurance /EO-1O3> ---- ............. ....................................... 1 ^ Contractor'mResolution onAuthorized Representative � (tc''Contracb}r'eAct ofAssurance Reso|udon'1 (ED-1O4).................................. 1 Certification Regarding Debarment, Suspension, and Other Responsibility Matters (SRF-4O4)........... ........... ......- ............ ...... i | Bidder's Certifications 0JVRD-255L----.-------------_-.-..-. 1 Prime Contractor/Uffirnna\k/eSteps Certification Goals (WRD-217)--............... 1 y' Vendor Compliance with Non-Resident Bidder Requirements (WRD-259).......... I / � Part (Volume 2) TECHNICAL 3PECIF(CAT>ONS DIVISION O1 - GENERAL REQUIREMENTS �~ 01010 SurnrnaryoyWork............................ - 01010-1 '-'- ' ' - -01D10-1 01035 Control of\A/ork..- ........... ............ '.-_ O1O35-1...... .-..--.O1O35-4 01040 Coordination ..'.' .-.-'. .............. O1D4D'1 -''..........-01O4O-Q 01200 Project Meetings-..' -' .'.'-- ..- -.O12O0-1 '. .- --_-012OO-3 32100&B[N SEPTEMBER 18. 2OO5 - 00020 1 CONTRACT DOCUMENTS mTABLE OF CONTENTS - SECTION 00020- CONTRACT DOCUMENTS TABLE OF CONTENTS 01300 Submittals...... ........................................ 01300-1..-'-...-' 01300-7 - P.E. Certification Form 01315 Progress Schedule and Reports...................O1315-1-.............--01315'Q 01410 Testing and Testing Laboratory Services.......Q141O-1.......... ---.O141O-8 _ 01500 Construction Facilities and Temporary COntFO|s....--.---.----------'O15OO-1---_----015O012 01600 Materials and Equipment..-.---..--- O16O0-1.....................01500-7 _ 01640 Manufacturers Services..............................O1O4O-1.....................0164D-4 Manufacturer's Certificate ofProper Installation 01700 Contract Closeout.....................................O17DD-1 .....................O170O-3 01720 Project Flecon1OOCUmenYm--------'O172O-1..._--._-_..O1720-2 ~ 01750 Operating and Maintenance Data.................O173D-1......... ...........0173D-8 01740 Warranties and Bonds...... ...............`-'JJ174O-1.....................01740-2 01B10 Equipment Testing and Facility Startup........ 01810-1.-------J01810-6 - Forms DIVISION 02 -S|TEWC]RK ' 02080 Fire Hydrants.......................................... O20DO-1......................O2U88-4 02140 Dewatering and Ground Control -----.. 02140-1......................O214O-5 02160 Excavation Support Svstarns-'- ....- .... o2160-1.................. 02200 Site Preparation..........................---'.. O22OO-1.-------O2200-3 02220 Demolition. ...............--................... O2220-1.... ............... D2220'2 02315 Excavation.............................................. O2315-1............. ........O2315-4 - 02316 Fill and BackhU--------.----.- Q2316-1--.-----D2318-8 02317 Borrow Excavation...........................''-' O2317-1......................O2317-2 02319 SuhnnadaPreparation................................O231Q-1......................Q231Q-3 - 02320 Trench Backfill....................... .......... _- 0232O-1.....................02320-11 02450 Geotechnical Instrumentation.............. ...... 02450-1...... ............ 245O-1O 02457 Dynamic Pile Testing.- ............................ O2457-1......................O2457-5 . 02459 Steel Piles..................................-'.''-'O245Q-1.................. �0245Q-11 Data Sheet 02500 Conveyance Piping GeDensL ... .......... -.025OO-1......................02500-7 02501 Welded Steel FiPe, Specialties, and Fittings-O25O1'1.....................025O1-25 - 02533 Manholes.......... ....... .............................O2533-1.................... 02533'6 02631 Catch Basins and Inlets.............-............ .O2031-1......................O2531-3 02532 Storm Drain Piping..-. -- O2832-1. ....................02832-2 02632'05 DS - Reinforced Cononate. ... ......... .......D2832-05-1..............O2832-05-2 02710 Untreated Aggregate Base and Surface Coo: D271O-1......................D271O-5 02751 Portland Cement Concrete Pavement ---D2751-1... .................O2751-18 - 03761 Pavement Marking.......... ......................... O2701-1. ...................O27O1'4 02771 Concrete Curbs and Sidewalks................... 02771-1......................J2771-5 02321 Chain Link Fences and Gates........... ...... -O2821-1 ....................02821-12 - 02822 Wire Fences and Gatas- ...................... ..O2822'1......................02822-8 02911 Soil Preparation.........................................D2Q11-1------....O2811-3 02920 Lawns and Grasses........... ............. ... -.D292O-1......................O2B20-5 _ DIVISION 03~COMCRETE 03100 Concrete Formwork...................... ......--.O310D-1''...............'O31O0-5 - 321060.BM SEPTEMBER 1Q. 20O5 _ 00020 2 CONTRACT DOCUMENTS TABLE OF CONTENTS � - SECTION 00020- CONTRACT DOCUMENTS TABLE OF CONTENTS - 03210 Reinforcing Steel .--.-,.........................0321O-1....... ....... -.0321O-5 03215 Doweling For Concrete.............................. 03215-1 .....................U3215-5 03251 Concrete Joints...... .................................33251-1.....................O3251-8 - 03300 Ca8t-in-Phac8Concrete............. ......... --.O330O-1....................033OO-25 03355 Concrete Floor Finishes..............................O3355-1......................O3355-4 03370 Concrete Curing.......................................O337O-1_..................U337O-3 03500 Grout.-,.-..'. .'---.-----..--..-.D3600-1-..-.-.--...O35OO-O 24'Hou, Evaluation cfNonshr�kGrout Test Fornnand Grout Testing Procedures. 03720 Vertical and Overhead Concrete - Surface Repair Systems........... ..............� O3720-1..................._U3720-11 03722 Horizontal Concrete Surface Repair Systems O3723-1................... 0372O-O 03740 Concrete Repair Crack Injection.................. 03740-1-- ....O3740-1O - - DIVISION D4- MASONRY 04230 Reinforced Unit Masonry...... -....... .........O4230-1._.' .............O423O-13 04860 Stone Masonry.... .................................... O4O8U-1..- _........... 'D408O-3 0\/|S|ON 05- METALS 05050 Welding... .'' .............. ...................O5O5O-1 .................. .'0505O-5 Welding and Nondestructive Testing Table 05120 Structural Steel .-.....---.- ..................O512O-1.................. D512O-12 ~ 05210 Open-WebStee| JoJsb5------.--..-'0521O-1,_.----.-']]5210-4 05310 Steel Deck......................................... -----O5310'\.....................0531O-6 05500 Metal Fabrications and Castings.......... ...... O55OO-1.............. .......O55OO-20 ^ 05520 Handrails................. ...... .......................O5520-1...-........... ......O552O-11 05530 Metal Grating........ ................................. O5530-1 .......................O553O-6 DK//SlC]N QG-WOOD AND PLASTICS 06100 Rough Carpentry............... .........'....... - D01O0-1......... - .......O510O-4 - DIVISION O7- THERMAL AND MOISTURE PROTECTION 07180 Water RepeUants..............................-- 071B0-1..---.. .'07180-3 07210 Building |nsuhahon. .......................---.. 07210-1..................... 07810 Sheet Metal Roofing... --------- .'.' '..'_O7Ql0-1 �.... ..........O7010-5 ' 07300 Joint Sealants .'....... ...... ................... 07BDO-1 ..................07900-8 DIVISION Q8- DOORS AND WINDOWS 08111 Standard Steel Doors and Frarnes-...... . -OO111-1 '..-..'U8111-4 O8331 Coiling Doors........................ -.......... .]08331-1............. ......_D8331-4 08710 Door Hanjvvare-.. .............. ......----.0871O'1. ..................0871O-13 � 321088.BK1 SEPTEMBER 19i2005 00020 3 CONTRACT DOCUMENTS TABLE OF CONTENTS � SECTION 00020— CONTRACT DOCUMENTS TABLE OF CONTENTS DIVISION 09— FINISHES 09240 Portland Cement Plastering........................ 09240-1......................09240-3 09900 Painting and Protective Coatings ............... 09900-1 .....................09900-20 Data Sheets DIVISIONS 10-SPECIALTIES 10400 Identifying Devices.................................. 10400-1......................10400-4 Sign Schedule 10520 Portable Fire and Safety Equipment..............10520-1......................14520-2 DIVISION 11-EQUIPMENT 11211 Horizontal Split-Case Centrifugal Pumps...... 11211-1.....................11211-18 Data Sheets 11372 Reciprocating Air Compressor and Receiver_11372-1......................11372-9 DIVISION 12-FURNISHING (NOT USED) DIVISION 13-SPECIAL CONSTRUCTION 13390 Package Control Systems..................... 13390-1.............,,......13390-15 13401 Process Instrumentation and Control Systems (PICS).................................... 13401-1.....................13401-31 Component Specifications Instrument List Loop Specifications Input and Output List Forms 13985 Pipe Banding and Test Stations....................13985-1.....................13985-12 13990 Galvanic Anode Cathodic Protection System...13990-1......................13990-5 DIVISION 14-CONVEYING SYSTEMS 14630 Overhead Traveling Cranes........................ .14630-1....................14630-10 Data Sheets 321068.BM SEPTEMBER 19, 2005 00020 4 CONTRACT DOCUMENTS TABLE OF CONTENTS SECTION 00020 _ CONTRACT DOCUMENTS TABLE OF CONTENTS DIVISION 15-MECHANICAL. 15060 Piping Support systems.............................. 15060-1.....................15060-10 -1"able 1. Nonchemical Areas 15080 Process Piping Insulation........................... 15080-1......................15080-6 15200 Process Piping-General........................ 15200-1......................15200-5 Piping Schedule Legend Piping Schedule 15200-01 Cement-Mortar and Asphaltic-Lined Ductile Iron Pipe And Fittings........._......... 15200-D1-1..........__15200-01-2 15200-07 Galvanized Steel Pipe and Malleable Iron Fittings............................................. 15200-07-1..............15200-07-2 15200-20 Type 3014 Stainless Steel Tubing and Fittings.._.,............ ........ 15200-20-1..............15200-20-1 15202 Process Valves and Operators................... 15202-1....................15202-41 Pneumatic Operator Schedule Valve Schedule 15205 Process Piping Specialties...........................15205-1.., .........15205-12 15955 Piping Leakage Testing............................... 15955-1.....................15955-3 DIVISION 16— ELECTRICAL 16010 Basic Electrical Requirements.....................16010-1.....................1.6010-3 16015 Electrical Systems Analysis............ ......__16015-1... .................16015-5 16050 Basic Electrical Materials and Methods..........16050-1....................16050-29 16055 Pipe Heat Tracing............. 16055-1 ....................16055-5 16060 Grounding.......__...... ......._.... ......... 16060-1 ....................16060-6 16080 Electrical Testing.......................................16080-1..................-.16080-24 16120 Conductors..............................................16120-1....................16120-20 16130 Raceways and Boxes_............................ 16130-1....................161301-18 16151 Large Electrical Horizontal Motors................ 16151-1.------------ .,....16151-10 Questionnaire 16220 Low Voltage AC Induction Motors................ 16220-1---..................16220-8 T Supplement 16288 Transient Voltage Surge Suppressers (TVSS).16288-1......................16288-5 16440 Low Voltage Motor Control........................ 16440-1....................16440-14 16485 Medium Voltage Class E2 Combination Solid State Motor Controller..., ..---... ......_.........-... 16485-1....................16485-16 16500 Lighting..................... ....... ..................... 16500-1......................16500-5 16502 Lightning Protection, System........................16502-1.....................16502-3 16600 Underground System................................. 16600-1.....................16600-2 16660 Grounding System.................................... 16660-1.....................'16660-3 DIVISION 17 -- INSTRUMENTATION — NOT USED Part F (Volume 1) InsuranceForm .................................................................................................... 2 MaintenanceBond ................................................................................................ 3 PerformanceBond ................................................................................................ 3 -' Payment Bond....................................................................................................... 3 . 321068-BM SEPTEMBER 19, 2005 00020 5 CONTRACT DOCUMENTS TABLE OF CONTENTS SECTION 00020— CONTRACT DOCUMENTS TABLE OF CONTENTS Workers Comp Farm................................ Part G (Volume 1) M- Contract .......................................................................................................... 2 Park H (Volume 3) Construction Drawings Appendix A (Volume 1) dot Geotechnical Report 321068.BM SEPTEMBER 19, 2005 -_ 00020 6 CONTRACT DOCUMENTS TABLE OF CONTENTS om Fcw 4, e+r omb ow PART A .. NOTICE TO BIDDERS rCity of Fort Worth Eagle Mountain Raw Walei Pump 5lauron improvemenu r NOTICE TO BIDDERS Sealed proposals for the following: FOR: EAGLE MOUNTAIN RAW WATER PUMP STATION IMPROVEMENTS PROJECT NO. P164-060164052004 Will be received at the office of the Purchasing Manager,located on the lower level,Municipal Building, 1000 Throckmorton Street,Fort Worth,Texas 76102,until 1:30 P.M.,on August 25d,2005. Bids Will be publicly opened and read aloud in the City Council Chambers at 2:00 p.m.,August 25s`,2045 Contract Documents have been prepared by CH2M HILL, Inc., (8 17) 870-1129, 349 West 7a`Street. Suite 1020,Port Worth,Texas 76102, and may be examined without charge at their office. Contract Documents may be obtained from C112M HILL, Inc. at the above address for a non-refundable charge of: Set of one-half size Plans and Specifications: $300.00 Set of full-size Plans and Specifications: $400.00 General Contract Documents and Specifications for the Water Department Projects, dated January 1, 1978, with the latest revisions,also comprise a part of the Special Contract Documents for this project and maybe obtained by paying a non-refundable fee of$50.00 for each set,at the Planning&Engineering Division Office of the Fort Worth Water Department, 1000 Throckmorton Street,Fort Worth,Texas, 75102. All bidders submitting bids are required to be pre-qualified in accordance With the requirements of the Special Instructions to Bidders. The City reserves the right to reject any and/or all bids and Waive any and/or all formalities. No bid may be withdrawn until the expiration of ninety (90) days from the date the bids are received. This contract is contingent upon release of funds from the Texas Water Development Board. For additional infonnation,please contact Mr.Doug Biglen,P.E.or Mr. Chad Simmons,P.E.,CH2M HILL Inc_at (817) 870-1129- Publication Dates: July 14,2005 and July 21,2005 Part A_PS.doc A-1 9116/05 •a City of Fart Worth Eagle Mountain Raw Water Pump Station Improvements +rt +n (THIS PAGE LEFT BLANK INTENTIONALLY) M Part A_PS,doc A-2 4115105 City of Fort Worih Eagle Mountain Raw Water Pump Station Improvements SPECIAL INSTRUCTIONS TO BIDDERS I. SPECIAL PRE UGLIFICATION RE MEMENTS. All contractors subn-dtting bids are required to be meet the port Worth Water Department special pre-qualification requirements for this project prior to submitting bids_ Previous pregualification by the port Worth Water Department_will_not_be considered as meeting this requirement. This one-time special project-specific process will prequalify potential bidders whose bids will be considered for award based upon technical evaluation, historical schedule compliance evaluation, evaluation of proposed manager and project superintendent. It is the bidder's responsibility to submit documentation for those items listed below, to the Director of the Water Department or his designated representative,at least fourteen(14)calendar days prior to the date of bid opening. The Water Department may request any other documents it may deem necessary. Any additional documents so requested shall be submitted to the Director of the Water Department or his designated representative at least seven (7) calendar days prior to the date of the opening bids. a) COVER LETTER. The cover letter provided by the prospective bidder with the prequalification information must include the name of a contact individual that the City may contact for additional information if needed. b) FINANCIAL STATEMENT. The financial statement required shall have been prepared by an independent certified public accountant or independent public accountant holding a valid permit issued by an appropriate State licensing agency and shall have been so prepared as to reflect the financial status of the submitting company. This statement must be current and not more than one (1) year old. In the case that a bidding date falls within the time a new statement is being prepared,the previous statement shall be updated by proper verification. 0 EXPERIENCE RECORD. 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 the work of both the same nature and technical level as that of the project for which bids are to be received. Experience must be on projects that were completed no more than 5 years prior to the date on which bids will be received_ A minimum of three references must be included_ References must include a contact person name,telephone number,project name and total cost,and type of work done. d) EQUIPMENT SCHEDULE_ The prospective bidder shall list the equipment that the Contractor has available for the project and list the equipment that Contractor will rent as may be required to complete the project on which the Contractor submits a bid.. e) PERSONNEL AND SCHEDULE COMPLIANCE RECORD. The prospective badder shall submit the names and resumes for the proposed project manager and project superintendent. This information shall include a list of all projects that the proposed project manager and project superintendent completed within the last five (5) years to demonstrate ability to coordinate complex plant rehabilitation work and to perform work while maintaining critical shutdown schedules, regardless of by whom they were employed. Provide list of contact persons for all projects(preferably field inspectors or resident engineers)with names and phone numbers for the f last five years' project. * f) AFFADAVIT FROM SURETY COMPANY: The prospective bidder shall provide an affadavit I from its surety company stating the surety company's intent to bond the project at the bid price. In the event the Bidder on this contract is a Joint Venture,financial statements from each joint venturer shall be submitted for prequalification,as well as the experience record and list of equipment of each joint venturer. The financial statements required shall have been prepared by an independent certified public accountant or independent public accountant holding a valid license issued by an appropriate State licensing agency and shall r` have been so prepared as to reflect the financial status of the each joint venturer. The statements must be Part APS doe A-3 9116/05 fir I City of Fort Worth Eagle Mountain Raw Water Pump Station improvements 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.It is not required that each joint venturer shall have the necessary experience and equipment,rather that combined, the joint venture has the required experience and equipment, Upon request, the joint venture agreement shall be submitted for review. The Water Department will review each pre-qualification submittal. The following conditions will apply: ..} a) The Director of the Water Department shall be the sole judge as to the acceptability for financial, experience and other qualifications to bid on any Fort Worth Water Department project. b) The City,in its sole discretion,may reject a bid for failure to demonstrate acceptable performance, experience and/or expertise. c) Any proposals submitted by a non pre-qualified bidder shall be returned unopened, and if inadvertently opened, shall not be considered. d) 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 be a wavier of any necessary pre-qualifications. For additional information contact Chris Harder,Fort Worth Water Department at(8 17)392-6820 (FAX 817-392-8195). Pre-qualification submittal should be sent to: Mr. Chris Harder,P.E. Fort Worth Water Department 1000 Throckmorton Street Fort Worth,TX 76102-6212 .� 2. EXAMINATION OF CONTRACT DOCUMENTS AND SITE: 2.1 Before submitting his Bid,each Bidder must(a)examine the Contract Documents thoroughly,(b)visit the site to familiarize himself with local conditions that may in any manner affect performance of the work, (c) familiarize himself with federal, state and local laws, ordinances, rules and regulations affecting performance of the work,and(d)carefully correlate his observations with the requirements of the Contract Documents. 2.2 Reference is made to the Supplementary Conditions for the identification of those surveys and investigation reports of subsurface or latent physical conditions at the site or otherwise affecting performance of the work which have been relied upon by Engineer in preparing the Drawings and Specifications. The data is furnished for information only and neither the Owner nor Engineer guarantees the accuracy of the data. Before submitting his Bid each Bidder will,at his own expense, make such additional surveys and investigations as he may deem necessary to determine his bid price for performance of the work within the terms of the Contract Documents. The Bidder acknowledges by the submission of his bid that he is solely responsible for trench excavation safety as prescribed by the Occupational Safety and Health Administration and BB662 and w HBf 65as amended by the 72"d Session of the Texas legislature and amended by the 73"`Session of the Texas Legislature with HB1569. 2.3 The submission of a Bid will constitute an incontrovertible representation by the Bidder that he has complied with every requirement of this Article 4. 3. BID FORM (PROPOSAL) Part A—PS.doc A-4 9/16105 City of Fort Worth Eagle Mountain Raw Water Pump Station Improvement 3.1 Bidders shall use the Bid (Proposal) forms included in the documents for each contract Bid. Supplemental data to be fumished shall be included in same sealed envelope with Proposal. 3.2 Bid (Proposal) Forms must be completed in ink. The Bid price of each item on the form must be stated in words, if specifically requested, and/or numerals; in case of a conflict, words will take precedence. 3.3 Bids by corporation must be executed in the corporate name by the president or a vice-president(or other corporate officer accompan ied by evidence of authority to sign)and the corporate seal shall be affixed and attested by the secretary or an assistant secretary. The corporate address and state of incorporation shall be shown below the signature. 3A Bids by partnerships must be executed in the partnership name and signed by a partner,his title must appear under his signature and the official address of the partnership must be shown below the rsignature. 3.5 All names must be printed below the signature. r3.6 The Bid shall contain an acknowledgement of receipt of all Addenda(the number of which shall be filled in on the Bid Form). 4. SUBMISSION OF BIDS. Bids shall be submitted at the time and place indicated in the Invitation for Bids and shall be included in an opaque sealed envelope,marked with the Project title and name and address of the Bidder and accompanied by the Bid Security and other required documents. Bidders shall not separate, detach or remove any portion,segment or sheets from the contract document at any time. Bidders must complete the proposal section(s)and submit the complete specifications books(Volumes I and 2)or face rejection of the bid as non-responsive. Revised bid forms issued by addenda shall be stapled to the original bid form in the specifications book prior to submission. It is recommended that the bidder make a copy of the forms included in the Minority and Women Business Enterprise section for submittal within the time-line stated below or the bidder may request a copy of said forms from the City Project Manager named in this solicitation. I 5. MODIFICATIONS AND WITHDRAWAL. OF BIDS. Bids may be modified or withdrawn by an appropriate document duly executed(in the manner that Bid must be executed)and delivered to the place where Bids are to be submitted at any time prior to the opening of Bids. Bids may not be withdrawn after P& opening of Bids for the period set forth in the Notice to Bidders- 1 6. OPENING OF BIDS. Bids w]I]be opened as indicated in the Invitation for.Bids. Bids received atter such time will not be considered, and will be returned unopened, 7. BIDS TO REMAIN OPEN. All Bids shall remain open for the period of time set forth in the Invitation for Bids,but Owner may,in his sole discretion,release any Bid and return the Bid Security prior to that date_ 8. AWARD OF CONTRACT. 8.1 Owner reserves the right to reject any and all Bids and waive any and all formalities,and the right to disregard all nonconforming or conditional Bids or counter proposals. 8.2 In evaluating Bids, Owner will consider the qualifications of the Bidders, whether or not the Bids comply with the prescribed requirements,and alternates and unit prices if requested in the Bid forms. He may consider the qualifications and experience of Subcontractors and other persons and organizations (including those who are to furnish the principal items of material or equipment) proposed for those portions of the work as to which the identity of Subcontractors and other persons and organizations must be submitted as specified in the Supplementary Conditions or Specifications. He may conduct such investigations as he deems necessary to establish the responsibility, qualifications and financial ability of the Bidders, proposed Subcontractors and other persons and organizations to do the work in accordance with the Contract Documents to Owner's satisfaction Part A PS.doc A-5 9/15105 City of Fort worth Eagle Mountain Raw water Pump Station 1mprovemenL% within the prescribed time. Owner reserves the right to reject the Bid of any Bidder who does not meet any such evaluation to Owner's satisfaction. 8.3 If a contract is to be awarded, it will awarded to the lowest responsible Bidder whose evaluation by Owner indicates to the Owner that the award will be in the best interests of the Project. 8.4 It is expected that the Owner's evaluation of bids and award of contract will be made as set forth in the Invitation for Bids. The successful bidder will be notified by a Notice of Award which may be a letter or telegram. Time of completion is very important and failure to meet completion schedule will subject the Contractor to liquidated damages as provided in the Supplementary Conditions section of the Contract. 9. EXECUTION OF CONTRACT. 9.1 The accepted Bidder, within ten (10) days after formal notice of award, shall execute the formal -* Contract Agreement and required Bonds on the forms prepared and submitted by the Owner. 9.2 The Owner will issue a Notice to Proceed authorizing the Contractor to commence work. w 10. BID SECURITY- A cashier's check,or an acceptable bidder's bond,payable to the City of Fort Worth,in the amount of not less than five (5%) percent of the largest possible total of the bid submitted must accompany the bid, and is subject to forfeiture in the event the successful bidder fails to execute the 11 Contract Documents within ten(10)days after the contract has been awarded. To be an acceptable surety on the bond, (1) the name of the surety company shall be included on the current U.S_ Treasury list of acceptable sureties,or(2)the surety company must have capital and surplus equal to ten times the limit on 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 U.S. Treasury list or one-tenth (1110)the total capital and surplus. 11. 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 C3-3.7. 12. WAGE RATES. Not less that 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. 13. AMBIGUITY: In the case of ambiguity or lack of clearness in stating prices in the Proposal, the City reserves the right to adopt the most advantageous construction thereof to the City or to reject the Proposal. 14. BIDDER LICENSE.Prior to the award of contract to an out-of-state bidder,the bidder shall be licensed to do business in the State of Texas. For licensing procedures,contact the Texas Secretary of State Offices (Telephone Number 1-512463-5555 or 1-900-263-0060) 15. NONRESIDENT BIDDERS: Pursuant to Article 601g, Texas Revised Civil Statues, the City of Fort Worth will not award this contract to a nonresident bidder unless the nonresident's bid is lower than the d% lowest bid submitted by a Texas resident bidder by the same amount that a Texas resident would be required to underbid a nonresident bidder to obtain a comparable contract in the state in which the nonresident principal place of business is located. "Nonresident bidder"means a bidder whose principal place of business is not in this state,but excludes a contract whose ultimate parent company or majority owner has a place of business in the State of Texas. 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. Part A PS_doc A-6 9116105 _ w t� City of Fort Worth Eagle Mountain Raw Water Pump Station Improvements lr' 16. AGE: In accordance with the policy of the Executive Branch of the Federal Government, Contractor covenants that neither it nor any of its officer, members, agents, employees, program participants or subcontractors, while engaged in performing this contract, shall, in connection with the employment, advancement or discharge of employees or in connection with the terms,conditions or privileges of their employment, discriminate against persons because of their age except on the basis of a bona fide occupational qualification,retirement plan or statutory requirement. Contractor further covenants that neither it nor its officers,members,agents,employees,subcontractors, program participants,or persons acting on their behalf,shall specify, in solicitation to advertisement for employees to work on this contract, a maximum age lirut 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 Cityhanrdess against any claims or allegations asserted by third parties or subcontractors against the City arising out of the Contractor's and/or its subcontractors' alleged failure to comply wit the above referenced Policy concerning age discrimination in the performance of the contract. 17. DISABILITY: In accordance with provision of the American 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 the Contractor or any of its subcontractors. Contract warrants it will fully comply with ADA's provision and any other applicable Federal,State,and local laws concerning disability and will defend,indemnify and hold harmless against any claims or allegations asserted by third parties or subcontractors against the City arising out of the Contractor's and/or its subcontractor's alleged failure to comply with the above referenced Policy concerning disability discrimination in the performance of this contract. 18. MINORITY AND WOMEN BUSINESS ENTERPRISES: In accord with{City of port Worth Ordinance No. 15530, the City of Fort Worth has goals for the participation of minority business enterprises and women business enterprises in City contracts. A copy of the Ordnance can be obtained from the Office of the City Secretary. The bidder shall submit the MBE/'WBE UTILIZATION FORM, SUBCONTRACTOR/SUPPLIER UTILIZATION FORM,PRIME CONTRACTOR WAIVER FORM, and/or the GOOD FAITH EFFORT FORM("with Documentation')and/or the JOINT VENTURE FORM as appropriate. The Documentation must be received by the managing department no later than 5:00 p.m., five (5) City business days after the bid opening date. The bidder shall obtain a receipt from the appropriate employee of the managing department to whom delivery was made. Such receipt shall be evidence that the documentation was received by the City. Failure to comply shall render the bid non- responsive. Upon request,Contractor agrees to provide the Owner complete and accurate information regarding actual work performed by a Minority Business Enterprise(MBE)and/or Women Business Enterprise(WBE)on a contract and payment thereof. Contractor further agrees to permit any audit and/or examination of any books,records or files in its possession that will substantiate the actual work performed by an MBE and/or WBE. The misrepresentation of facts(other than a negligent misrepresentation)and/or 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 nusrepresentation(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. Part A TPs_doc A-7 911&05 City of Fon Worth Eagle Mountain'Raw Water Pump station Improvements 19. ADDENDA:Bidders wanting further information,interpretation or clarification of the contract documents must make their request in writing to the Fort Worth Water Department Engineering Services,at least 96 hours prior to bid opening. Answers to all such requests will be bound and made a part of the Contract Documents,or should the bidder be in doubt as to their meaning,the bidder should at once notify the fort Worth Water Department Engineering Services, in order that a written addendum may be sent to all bidders. Any addenda issued will be mailed or be delivered to each prospective bidder. The bid proposal as submitted by the bidder must be so constructed as to include any addenda issued by the port Worth Water Department,prior to 24 hours of the opening of bids with appropriate recognition of addenda so noted in the bid proposal. 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 Water Department or Design Engineer. 20. PRE-BLD CONFERENCE:The pre-bid conference for bidding Contractors will be held by representatives of the Fort Worth Water Department and the Consulting Engineers in the Conference Room at the Eagle " Mountain Water Treatment Plant, 6801 Bowman Roberts Road,Fort Worth,Texas 76179 on August 2, 2005 at 8:30 a.m. This conference is for the purpose of interpretation for bidding Contractors of Contract Documents,including plans and specifications,for construction of the Project. Only comments addressed � in subsequent Addenda will be binding. Those seeking entrance to the pre-bid conference must have valid identification. 21. TEXAS WATER DEVELOPMENT BOARD REQUIREMENTS r 21.1 This contract is contingent upon release of funds from the Texas Water Development Board. 21.2 Any contract or contracts awarded under this Invitation for Bids 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 A departments, agencies, or employees are or will be a party to this levitation for Bids or any resulting contract. 21.3 Equal Opportunity in Employment— All qualified Applicants will receive considerdation for employment without regard to race,color,religion,sex,age,handicap or national origin. Bidders on this work will be required to comply with the President's Executive Order No. 11246, as amended by Executive Order 11375,and as supplemented in Department of Labor regulations 41 CFR Part 64. 21.4 This contract is subject to the EPA established Minority Business Enterprise{MBE}/Women's Business Enterprise (VVBE) "fair share" goals. TWBD document Guidance for Utilization of Small, Minority and Women Owned Businesses, SRF-52v3 describes the requirements of this program, MBE: CONSTRUCTION 10.3°/x;SUPPLIES 5%; SERVICES 11.5°/x;EQUIPMENT 5W WBE: CONSTRUCTION 59%; SUPPLIES 7.6%; SERVICES 14.5%; EQUIPMENT 7.6%_ The City of Fort Worth MBE/WBE goals identified in the MWBE Section of the Contract Documents shall control over the MBE/WBE goals above_ END OF SECTION Part A PS.doc A-8 9116145 o. FAM .. Oft Am PART B PROPOSAL City of Fort Worth Eagle Mountain Raw Water Pump Station Improwments q PROPOSAL (This Proposal shall he attached to this volume of the Contract Documents and submitted with Specification Volumes 1 and 2 and appropriate supporting documents.) �F TO: Charles Boswell City Manager Municipal Office Building 1000 Throckmorton Fort Worth,Texas 76102 PROPOSAL FOR:The furnishing of all materials and equipment and labor and all necessary appurtenances #" and incidental work to provide a complete and operable project designated as: Eagle Mountain Raw Water Pump Station Improvements Project No. P164-060164052004 Pursuant to the foregoing Notice to Bidders,the undersigned Bidder,having thoroughly examined the Contract 4 Documents,including plans,special contract documents,and the General Contract Documents and General Specifications for Water Department Projects,the site of the project and understanding the amount of work to the done, and the prevailing conditions,hereby proposes to do all the work, furnish all labor,equipment and material except as specified to he furnished by the City, which,is necessary to fully complete the work as provided in the Plans and Contract Documents and subject to the inspection and approval of the Director of the Fort Worth Water Department of-the City of Fort Worth, Texas;and binds himself upon acceptance of this Proposal to execute a contract and furnish an approved Performance Bond,Payment Bond,Maintenance Bond, and such other bonds,if any,as may be required by the Contract Documents for the performing and completing +" of the said work. Contractor proposes to do the work within the time stated and for the following sums; Item Estimated Brief Description of Item Unit Bid Price Amount +� No. Quanti. With Unit Bid Price in Words in Fi ores in Figures I 1 Construction of the Eagle Mountain Raw L_S_ Water Pump Station,complete, excluding Bid Items 2, 3 and 4. u Dollars ra and_ ��1 p Cents pop $ 5".2-90 oGb`�`' per Lump Sum 2 4,900 Furnish and install piles as illustrated on L.F. the Drawings and described in the Specifications_ �1_all7y 00Dollars � co 1; 7�Z.�oo and No Cents17 Aft ! _ per Lump Sutra ��j.k MR Part s B-i Ob City of Fon Worth F,agic Mountain Raw Water Pump Station tmprov=ients Item Estimated Brief Description of Item Unit Bid Price Amount No. uanti With Unit Sid Price in Words in Fi res in Fi res 3 1 Furnish and install all associated L.S. electrical equipment including power wiring, control wining, conduits,duct banks,transformers,disconnects, breakers,starters,lighting, grounding, surge suppression, and all other electrical items covered under Division 16 of the specifications not already provided as part of package systems. E4 Ed42dhXf—2 Dollars s .0� GDP $ o and D Cents per Lump Sum 4 Design, Installation and Removal of L F Trench Safety System /2AJ Dollars and /V0 Cents 01�1 e? per Linear Foot S /0 J $ 46500 WaximLEm linear joolage to be determined by Bidder and entered here. Linear footage shall not be less than 550 LSF: TOTAL BID PRICE(Items l through 4), 5f x nT)Li-tdrJ AS7-14 wnI >e.l f r-li— (in woldo :ZYoc).�.A!1V r fIt' U■� U.� �C A25 �r�'c7 CEri/7i $ 8g (in figures) Within ten (10)days after acceptance of this proposal,the undersigned will execute the formal contract and will deliver an approved Surety Bond and such other bonds as required by the Contract Documents, for the faithful performance of this contract. The attached bid security in the amount a 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 certifies that he has been furnished at least one set of the General Contract Documents and General Specifications for Water Department Projects dated January 1, 1978, and that he has read and thoroughly understands all the requirements and conditions of those Generai Documents and the Specific Contract Documents and appurtenant drawings. The undersigned assures that its employees and applicants for employment and those of any labor organization, subcontractors,or employment agency in either furnishing or referring employee applicants to the undersigned are not discriminated against as prohibited by the terms of City Ordinance No. 7778 as amended by City Ordinance No. 7400. Fart 8 B-7 7111/05 City of Fort Worth Eagle Mountain kaw Water Pump Station Improvements The Bidder agrees to begin construction within 10 Calendar Days after issue of the work order, and to r complete the contract within 690 Calendar Days, and to meet the Substantial Completion requirements specified in Paragraph D-15 of the Special Conditions(Part D). (Check A or B as appropriate and fill in blanks where applicable.) I� A. The principal place of business of our company is in the State of Nonresident bidders in the State of . our principal place of business,are required to be percent lower than resident bidders by state law. A copy of the statue is attached. Nonresident bidders in the State of GtOrA I C:t 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. .-2 Addendum No. i (Initials) Addendurn No. 2(Initials) Addendum No. 3 (Initials) OL Addendum No. 4(Initials) Respectfu bmxtted, y •� By. Title: R Address: ,.2-r— <St r e, t`[r c- CS pfd. t� Telephone: (S E A L} �Ce.T'� 11 n o!S If Bidder is Corporation ©ate: 3-1 L!5 M,(+1-6:j-e- ?C- PM r �.i 1�� �QD Part 13 B-3 711 11DS r r r r r e F f MWBE SECTION r F r F E i F F F IM um I FOR I- WO RZI H PW City of Fort Worth Minority and Women Business Enterprise Specifications an SPECIAL INSTRUCTIONS FOR BIDDERS APPLICATION OF POLICY If the total dollar value of the contract is $25,000 or more, the MfWBE goal is applicable. If the total dollar value of the contract is less than $25,400, the MfWBE 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 and Women Business Enterprises (MIWBE) in the procurement of all goods and services to the City on a contractual basis. All requirements and regulations stated in the City's current Minority and Women Business Enterprise Ordinance apply to this bid. MIWBE PROJECT GOALS The City's MBEfWBE goal on this project is 21 %of the base bid value of the contract. COMPLIANCE TO BID SPECIFICATIONS On City contracts of$25,000 or more, bidders are required to comply with the intent of the City's MfWBE Ordnance by either of the following 1. Meet or exceed the above stated MfWBE goal, or 2. Good. Faith Effort documentation, or; 3. Waiver documentation, or; 4. Joint Venture. SUBMITTAL OF REQUIRED DOCUMENTATION The applicabie documents must be received by the Managing Department,within the following times allocated, in order for the entire bid to be considered responsive to the specifications. I. Subcontractor Utilization Form, if goal is received by 5:00 p.m., five (5) City business days after the bid met or exceeded: opening date, exclusive of the bid opening date. 2. Good Faith Effort and Subcontractor received by 5:00 p.m., five (5) City business days after the bid Utilization Form, if participation is less than opening date, exclusive of the bid opening date. statedgoal: f 3. Good Faith Effort and Subcontractor received by 5:00 p.m., five (5) City business days after the bid Utilization Form, if no MANBEparticipation: opening date,exclusive of the bid opening date. 4. Prime Contractor Waiver Form. if you will received by 5:00 p.m., five (5) City business days after the bid perform all subcontractingisu lier work: opening date,exclusive of the bid opening date. 5. Joint Venture Form, if utilize a joint venture received by 5:00 p.m., five (5) City business days after the bid to met or exceed goal. — -- opening date,exclusive of the bid opening date. r FAILURE TO COMPLY WITH THE CITY'S MfW8E ORDINANCE,WILL RESULT IN THE BID BEING CONSIDERED NON-RESPONSIVE TO SPECIFICATIONS Any questions, please contact the MfWBE Office at(817) 871-6104.. P Rev.5130103 { Lim I ATTACHMENT 1A )WAUK FORT WORTH City of Fort Worth Page 1 of ti Subcontractors/Suppliers Utilization Form PRIME COMPANY NAME: Check applicable block to describe prime Archer Western Contractors, Ltd. PROJECT NAME: M;WIDSE NON-M/WIDSE Eagle Mountain Raw Water Pump Station Improvements BIC t7ATE August 1$, 200 City's MIWBE Project Goal: Prime's MIWBE Project Utilization: PROJECT NUMBER 21 % 21.76 % P164-060164052004 Identify all subcontractors/suppliers you will use on this project h:[' Y ,��.�-�- �- ;.s ....JT- •��c 7._ K..a.� �-a'�` '7,F9� -G"f�,��� C'9'Y"�ae�- - ii� lrrpe,�ttr�n: � �� t�URI t� rM agtn ;: V-- gn n ;excfc �te�o i ��ti# . e�a�{{ c 3 4i7.Yi rr :.ter R. qt. I In VIRi arta Age fh_ t[11B1iIr� r�-3fE�a ��� �'sld�r- , MIWBEs listed toward meeting the project goal must be located in the nine (9) county marketplace or currently doing business in the marketplace at the time of bid. Marketplace is the geographic area of Tarrant, ^� Parker,Johnson, Collin, Dallas, Denton, Ellis, Kaufman and Rockwall counties. a 1 ALL MIWBEs MUST BE CERTIFIED BEFORE CONTRACT AWARD. Certification means those firms, located or doing business at the time of bid opening within the Marketplace, that have been determined to be-bonafide minority or women businesses by the North Central Texas Regional Certification Agency (NCTRCA), or the Texas Department of Transportation (TX DOT), highway division. Disadvantaged Business Enterprise (DBE)is synonymous with MinoritylWomen Business Enterprise (MIWBE). e W _ f1 r oris: anted, fir'heIVl; 13 -`autll lh;thelease.;@ ern_ n... Rev.5/30109 low ATTACHMENT 1A rORT WORTH XRYJLNKKX Page 2 of 6 Primes are required to identify ALL subcontractors/suppliers,regardless of status; i.e., Minority,Women and non-MIWBEs. Please fist MIWBE firms first,use additional sheets if necessary. Certification , n (chert¢one) SUBCONTRACTOPJSUPPLIiR T N T s fi . Detail Detail Company Name i Address a wC X 4_ Subcontracting Work Supplies Purchases! Dollar Amount Telephone/Fax r B B T fl :'wLL E E R T C T A Centex Seeding 1 X Erosion Control 4,735.00 P.O. Box 2077 Keller, TX 76244 Phone: (817) 306-8510 Fax: (817) 306-8901 Centex_Seeding 1 X Seeding — 2,778.00 _ _ P.O.- Box 2077 Landscaping Keller, TX 76244 Phone: (817) 306-85101 Fax: (817) 306-8901 Eagle Aggregate 1 X Flex Base, 51,392.0 Transportation Aggregates and 4401 N. 1--35 Pipe Bedding Menton, TX 76207 Material Phone: (940) 383-0096 Fax: (940) 383-0097 Clemmons Trucking Co. 1 X Onsite and 8,291.00 7934 South Lancaster Offsite Hauling Dallas, TX 75241 Phone: (972) 22$-0201 Fax: (972) 228-0256 Fraire's Rebar, Inc, 1 X Install 23,430.00 432 West Yarmouth Reinforcing Dallas, TX 75208 Steel Phone: (214) 942-4630 Fax: (214) 941-0713 Rebar Services & Supply 1 X Furnish 124,000.00 1390 Gilman Road Reinforcing Fort Worth, TX 76140 Steel { Phone: (817) 483-4603 Fax: (817) 483-8418 -- — Rev.5130103 RM l FORTWORTH ATTACH'ME VYw Page 3 of 6 Primes are required to identify ALL,subcontractorsisuppliers,regardless of status;i.e., Minority,Women and non-MNVBEs. Please list MIWBE firms first, use additional sheets it necessary. Certification (check one) "6• SU BCONTRACTOR15liPPLIE FR T d Company Name j N T = Detail Detail Address e M W C X Subcontracting Work Supplies Purchased Dollar Amount Telephonefi=axr B B T t7 E E R O C T A .lames C. Maris Co. 1 X Y Furnish & 965,000.00 707 Robbie Drive Install Pumps Suite 100 Irving, TR 75061 Phone: (214) 215-1284 Fax: (972) 986-0287 liL R ,Response Delivery 2 X Electrical 250,000,00 4617 S. Buckner Equipment Suite 'F' Dallas, TX 75227 Phone: 214--388-8488 Fax: 214-38&8493 Fw— Garland Heating & Air 1 K iii': i; 69,300-00 Conditioning 2113 South Garland Aire Garland, TX 75041 Phone: (972) 278-3506 Fax: (972) 271--6321 LaF'er & Associates 1 ,. Miscellaneous 203,625.00 9601 White Rock Trail Metals Dallas, TX 75238 Phone: (214) 348-9814 Fax: (214) 348-7297 Southern 'Star Concrete 1 Ready Max 190,589.00 8500 Freeport Pkwy. N Concrete Suite 200 Irving, TX 75063 Phone: (972) 621-0999 Fax: (972) 621-3351 Fenni.more Blythe Ltd. 1 X ?Masonry 159,396.00 2300 Higgins Lane Fort Worth, TX 76111 . Phone: (817) 834-6301 Fax: (817) 589-2052 Rev. 5130!43 � 6 ATTACHMENT 1A FLIRT WORTH X14 �+ Y Page 4 of 6 Primes are required to identify ALL subcontractorsisuppliers,regardless of status;i.e.,Minority,Women and non-MfWBEs. Please list MANBE firms first, use additional sheets if necessary. Certification (check one) SUBCONTRACTORISUPPLIER T Detail DetailCompany Name i N Address e M W C X M Subcontracting Work Supplies Purchased Dollar Amount TelephonelFax r B a T ° E E R T A Baugh and Associates 1 Fabricated 767,0507.00 112013 Jones Road West Steel Piping Houston, TX 77065 Phone: (281) 807-9696 s; Fax: (281) 807-4607 Environmental Impr. 1 X Valves 420,000.00 517 N. Kealy Lewisville, TX 75067 Phone: (972) 436-2536 Fax: (972) 436--8670 Proserve Anchor Crane 1 Monorail and 61,430.00 2020 E. Grauwyler Hoists po Irving, TX 75061 Phone: (972) 438-5100 Fax: (972) 438-3428 Acme Electric Co. 1 X Electrical & 571,000.00 4703 Martin Street instrumentation Fort Worth, TX 76119 Phone: (817) 654-1618 *" Fax: (817) 534-4940 P8 Hemphill Pile Driving 1 X Pile Driving 115,000,00 P.O. Box 530 Lufkin, TX 75901 PM Phone: (936) 632-2285 Fax: (936) 632-2487 Bottone' s Lazy S, Inc. 1 X Chain Link 18,306,00 2305 CR 3517 Fencing C" Quinlan, TX 75474 Phone: (903) 883-4318 Fax: (903) 883-4066 Rev.5/30103 P ATTACHMENT 1A TORT WORTH RIBBE Page 5 of 6 Primes are required to identity ALL subcontractors/suppliers,regardless of status;i.e., Minority,Women and non-MAVBEs. Please list MIWBE firms first,use additional streets if necessary. Certification 5UBCONTRACTQRISUPPLIER T (check one) Company dame i N T Detail Detail Address e M w C x �M Subcontracting Work Supplies Purchased Dollar Amount Telephone/Fax r g g T D t~ E E R D {� C T A Cleburne Sheet Meatal 1 X Standing Seam 63,750.00 6432 Nine bile Bridge Metal Fort Worth, TK 76135 Roofing Phone: (817) 237-5060 Fax: (817) 237-5191 �Dobbs Coating System 1 X :Painting 36,200.00 1888 Mineral Wells Hwy. Weatherford, TX 76088 Phone: (817) 341-17771. Fax: (817) 341-1797 IL �L f d Rev.5130/03 l ATTACHMENT 1A FtpRT IVORTH " Page 6 of � iTotal Dollar Amount of MIWBE Subcontractors/Suppliers 1 ,498,926.00 Total 'Dollar Amount of Nan-MfWBE Subcontractors/Suppliers $ 2,606,346.00 ..TOTAL DOLLAR AMOUNT OF ALL SUBCONTRACTORSISUPPLIERS ,$ 4,105,272.00 By affixing a signature to this form, the Offeror further agrees to provide, directly to the City upon request, complete and accurate information regarding actual work performed by all subcontractors, including MIVIl/DBE(s) arrangements submitted with the bid. The Offeror also agrees to allow an audit and/or examination of any books, records and files held by their company. The bidder agrees to atlow the transmission of interviews with owners, principals, officers, employees and applicable subcontractors/suppliers/contractors participating on the contract that will substantiate the actual work performed by the MIW/DBE(s) on this contract, by an authorized officer or employee of the City. : ly 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 create a material breach of contract may result in a determination of an irresponsible Offeror and barred from participating in City work for a period of time not less than one (1) year. Matthew Walsh AiItk6rized Signa u Printed Signature m. President Rod tunkwitz/Sr. Estimator Title Can#act Narreefritle(if different) Archer Western Contractors, Ltd. (817) 640--3898 (817) 640-$734 Company Name Telephone and/or Fax ,R 2121 Avenue '.I' , Suite 103 rlunkuitz@archerwestern.com Address Email Address Arlington, Tx 76006 August 31, 2005 City/State/Zip Date Rwwr r-,f�hrn i ATTACHMENT 1B FO R r Wt))f:T H Page 1 of 1 City of Fort Worth Prime Contractor Waiver Form PRIME COMPANY NAME: Check applicable block to describe rime PROJECT NAME: — MNWDBE NON-MIWIDBE BID DATE PL' City's M(WBE Project Goal: PROJECT NUMBER oda If both answers to this form are YES, do not complete ATTACHMENT 1 C(Good Faith Effort Form). All questions on this form must be completed and a detailed explanation provided, if applicable. If the answer to either question is No, then you mus(complete ATTACHMENT 1 C. This form is only applicable if blah answers are yes. Failure to complete this form in its entirety and be received by the Managing Department on or before 5:00 p.m., five (5) City business days after bid opening, exclusive of the bid opening date,will result in the bid being considered non-responsive to bid specifications. Will you perform this entire contract without subcontractors? YES It yes, please provide a detailed explanation that proves based on the size and scope of this project, Na this is your normal business practice and provide an o erationalrofiile of Xour business. ,.� Will you perforce this entire contract without suppliers? YES If yes, please provide a detailed explanation that proves based on the size and scope of this project, this is your normal business practice and provide an inventory profile of your business, NO The bidder further agrees to provide, directly to the City upon request, complete and accurate information regarding actual work performed by all subcontractors, including M/WBE(s)on this contract, the payment therefore and any proposed changes to the original M/W BE(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 M/WBEs on this contract, by an authorized officer or employee of Plk the City. Any intentional and/or knowing misrepresentation of facts will be grounds for terminating the contract or debarment from City work for a period of not less than three (3) years and for initiating action under Federal, State or Local laws concerning false statements. Any failure to comply with this ordinance creates a material breach of pa contract may result in a determination of an irresponsible offeror and barred from participating in City work for a period of time not less than one (1) year. r Authorized Signature Printed Signature Title Contact Name(i(different) Company Name Perone Number Fax Number Address Email Address i CitylState/Zip Date Rev.5130/03 ATTACHMENT 1C Page 1 of 3 FoR-i' WORTH City of Fort Worth Good Faith Effort Form PRIME COMPANY NAME: Check applicable block to describe h rime PROJECT NAME: — MIWIDBE NON-M/W/DBE BID DATE City's MIWBE Project Goal: PROJECT NUMBER _ - ��v IF you have failed to secure M/WBE participation and you have subcontracting and/or supplier opportunities or if your DBE participation is less than the City's project goal, you must complete this form. If the bidder's method of compliance with the M/WBE goal is based upon demonstration of a "good faith effort", the bidder will have the burden of correctly and accurately preparing and submitting the documentation required by the City. Compliance with each item, 1 thru B below, shall satisfy the Good Faith Effort requirement absent proof of fraud, intentional and/or knowing misrepresentation the facts or intentional discrimination by the bidder. 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. 1.) Please list each and every subcontracting and/or supplier opportunity} for the completion of this project, regardless of whether it is to be provided by a M1WSE or non-MIWBE. (DO NOT LIST NAMES OF FIRMS) On Combined Projects, list each subcontracting and or supplier opportunity through the 2" tier. - - ('Use additional sheets, if necessary) — List of Subcontracting Opportunities List of Supplier Opportunities dw Rev.05130103 ATTACHMENT 1C Page 2 of 3 2.) Obtain a current (not more than three (3) months old from the bid open date) list of MIWBE subcontractors andlor suppliers from the City's MfWBE Office. Yes Date of Listing 1T�1 No 3.) Did you solicit bids from M1WBE firms,within the subcontracting and/or supplier areas previously listed, at least ten calendar days prior to bid opening by mail, exclusive of the day the bids are opened? Yes (if yes,attach MfWBE mail listing to include name of firm and address and a dated copy of letter mailed.) No 4.) Did you solicit bids from M[WBE firms,within the subcontracting and/or supplier areas previously listed, at least ten calendar days prior to bid opening by telephone,exclusive of the day the bids are opened? Yes (if yes,attach fist to include name of MlwBE firm, ep rson contacted,phone number and date and time of contact.) No NOTE: A facsimile may be used to comply with either 3 or 4, but may not be used for both. It a facsimile is used, attach the fax confirmation, which is to provide M/WBE name, date, time, fax number and documentation faxed. NOTE: If the list of M/WBEs for a particular subcontracting/supplier opportunity is ten (10) or less, the bidder must contact the entire list to be in compliance with questions 3 and 4. If the list of M/WBEs for a particular subcontracting/supplier opportunity is ten (10) or more, the bidder must contact at least two- thirds (213) of the list within such area of opportunity, but not less than ten to be in compliance with questions 3 and 4. 5.) Did you provide plans and specifications to potential M/WBEs or information regarding the location of plans and specifications in order to assist the M1WBEs? Yes No £a.) Submit documentation if MfWBE quotes were rejected. The documentation submitted should be in the forms of an affidavit, include a detailed explanation of why the MlWBE was rejected and any supporting documentation the bidder wishes to be considered by the City. In the event of a bona fide _ dispute concerning quotes, the bidder will provide for confidential in-camera access to and inspection of any relevant documentation by City personnel. Please use additional sheets, if necessary,and attach.) Company Name Telephone Contact Person Scope of Work Reason for Rejection Rev.05)30103 ATTACHMENT 1C Page 3 of 3 ADDITIONAL INFORMATION: Please provide additional information you feel will further explain your good and honest efforts to obtain M1WBE participation on this project. The bidder further agrees to provide, directly to the City upon request, complete and accurate information regarding actual work performed on this contract, the payment thereof and any proposed changes to the original 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 on this contract, by an authorized officer or employee of the City. Any intentional and/or knowing misrepresentation of facts will be grounds for r 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 offeror and barred from participating in City work for a period of time not less than one (1) year. The undersigned certifies that the information provided and the M/WBE(s) listed was/were contacted in good faith. It is understood that any M/WBE(s) listed in Attachment 'IC will be contacted and the reasons for not using them will be verified by the City's M/WBE Office. Authorized Signature Printed Signature Title Contact Name and Title (if different) Company Name Phone Number Fax Number r. Address Email Address City]State/Zip Date Rev.05/30103 i Joint Venture Page 1 of 3 Foil T WORTH CITY OF FORT WORTH Joint Venture Eligibility Form_ All queyrions must be answered,use"N.4"if applicable. Name of City project: 1w A joins venture form must be completed on each project UP/Bid/Purchasing Number: 1.Joint venture information: Joint Venture Name: Joint Venture Address: (If applicable) Telephone: Facsimile: E-mail address: rCellular: Identify the firms that comprise the joint venture- rPlease attach extra sheets if additional space is required to provide detailed explanations of work to be performed by each firm comprising the joint venture MIWBE firmNon-N WBE name: T firm name: Business Address: Business Address: rCity,stale,Zip: Pity,Slate,Zip: Telephone Facsimile E-mail Telephone Facsimile rCellular Cellular Certification Stalust E-mail address Name of Certifying Agency: Q_ 2. Scope of work performed by the Joint Venture:. rDescribe the scope of work of the 1VIf%VB : Describe the scope of work of the non-M.IWBE: r Rev.5130/03 Joint Venture Page 2 of 3 3. What is the percentage of NIIWBE participation on this joint venture that you wish to be counted toward meeting the project goal" 4. Attach a copy of the joint venture agreement. 5.List components of ownership of joint venture: (Do not complete if this information is described in joint venture agreement) Profit and loss sharing: Capitai contributions, including equipment: Other applicable ownership interests: G. Identify by name, race,Sex and firm those individuals(with titles)who are responsible for the day-to-day management and decision making of the joint venture: Financial decisions (to include Account Payable and Rcceivablc)� Management decisions: a. Estimating ---...................--------------- — b. Marketing and Sales ------.--------------------------- ---------- c. Hiring and Firing of management personnel --------------------------------------------- d. Purchasing of major equipment and/or supplies Supervision of field operations .4 The City's Minority and Women Business Enterprise Office will review your joint venture submission and will have final approval of the MAYBE percentage applied toward the goal for the project listed on this form. NOTE: From and after the date of project award, if any of the participants, the individually defined scopes of work or the dollar amourIslpercentages change from the originally approved information, then the participants must inform the City`s M/WBE office immediately for approval. Any unjustified change or deletion shall be a material breach of contract and may result in debarment in accord with the procedures outlined in the City's MfWBE ordinance. Rev.5f30/03 Joint Venture Page 3of3 AFFIDAVIT The undersigned affirms that the foregoing statements are true and correct and include all material information necessary to identify and explain the terms and operation of the joint venture. furthermore, the undersigned shall agree to provide to the joint venture the stated scope of work, decision-malting responsibilities and payments herein. The City also reserves the right to request any additional information deemed necessary to determine if the joint F venture is eligible. Failure to cooperate and/or provide requested information within the time specified is grounds for termination of the eligibility process. The undersigned agree to permit audits, interviews with owners and examination of the books, records and files of the joint venture by any authorized representatives of the City of Fort Worth. Failure to comply with this provision shall result in the termination of any contract, which may be awarded under the provisions of this joint venture's eligibility and may initiate action under Federal, State and/or Local laws/ordinances concerning false statements or willful misrepresentation of facts. Nana of M/WBE firm blame of non-NVWBE firm Printed Name of Owner Printed Name of owner Signature of Owner Signature ofOwner Printed Marne of 0Amer Printed Name of Owner i Signature of Owner Signature of Owner Title Title [date Date Notarization State of County of On this day of ,20 ,before me appeared and to me personally known and who,being duly sworn, did execute the foregoing affidavit and did state that they were properly authorized to execute this affidavit and did so as their free act and deed. Notary Public r Print Alamo i Notary Public Signature rCommission Expires � �1� •�.'J ft .t+t r Rey.5/30103 r f r PART C r GENERAL CONDITIONS r r r r r PART C -GENERAL CONDITIONS TABLE OF CONTENTS NOVEMBER 1, 1987 TABLE OF CONTENTS CIA DEFINITIONS CI-1 (1) C1-1.1 Definition of Terms C1-1 (1) CI-1.2 Contract Documents CI-1 (2) C1-1.3 Notice to Bidders C1-1 (2) C1-1.4 Proposal Cl-1 (2) CI-1.5 Bidder CIA (2) C1-1.6 General Conditions C1-1 (2) C1-1.7 Special Conditions Cl-1 (2) C1-1.8 Specifications CIA (2) C1-1.9 Bonds Cl-1 (2) C1-1.10 Contract C1-1 (3) CI-1.11 Plans Ci-1 (3) C1-1.12 City Cl-1 (3) C1-1.13 City Council CIA (3) C1-1.14 Mayor CIA (3) C1-1.15 City Manager C1-1 (3) Cl-1.16 City Attorney Cl-1 (3) ` CI-1.17 Director of Public Works C1-1 (3) CI-1.18 Director,City Water Department C1-1 (3) CI-1-19 Engineer CI-1 (3) C1-1.20 Contractor C1-1 (3) C1-1.21 Sureties CIA (4) C1-1.22 The Work or Project C1-1 (4) C1-1.23 Working Day C1-1 (4) Cl-1.24 Calendar Days Cl-1 (4) C1-1.25 Legal Holidays C1-1 (4) CI-1.26 Abbreviations C1-1 (4) C1-1.27 Change Order C1-i (5) C1-1.28 Paved Streets and Alleys C1-1 (5) C1-1.29 Unpaved Streets or Alleys C1-1 (6) C1-1.30 City Street Cl-1 (6) C1-1.31 Roadway CI-1 (6) Cl-1.32 Gravel Street Cl-1 (6) C2-2 INTERPRETATION AND PREPARATION OF PROPOSAL C2-2.1 Proposal Form C2-2 (1) C2-2.2 Interpretation of Quantities C2-2 (1) C2-2.3 Examination of Contract Documents and Site of Project C2-2 (2) C2-2.4 Submitting of Proposal C2-2 (2) C2-2.5 Rejection of Proposals C2-2 (3) C2-2.6 Bid Security C2-2 (3) C2-2.7 Delivery of Proposal C2-2 (3) C2-2.8 Withdrawing Proposals C2-2 (3) C2-2.9 Telegraphic Modifications of Proposals C2-2 (3) C2-2.10 Public Opening of Proposal C2-2 (4) C2-2.11 Irregular Proposals C2-2 (4) T C2-2.12 Disqualification of Bidders C2-2 (4) C3-3 AWARD AND EXECU'T'ION OF DOCUMENTS: C3-3.1 Consideration of Proposals C3-3 (1) C3-3.2 Minority Business Enterprise/Women Business C3-3 (1) Enterprise Compliance C3-3.3 Equal Employment Provisions C3-3 (1) C3-3.4 Withdrawal of Proposals C3-3 (1) C3-3.5 Award of Contract C3-3 (2) C3-3.6 Return of Proposal Securities C3-3 (2) C3-3.7 Bonds C3-3 (2) C3-3.8 Execution of Contract C3-3 (3) C3-3.9 Failure to Execute Contract C3-3 (3) ' C-3-3.10 Beginning Work C3-3 (4) C3-3.11 Insurance C3-3 (4) C3-3.12 Contractor's Obligations C3-3 (6) C3-3.13 Weekly Payrolls C3-3 (6) C3-3.14 Contractor's Contract Administration C3-3 (6) C3-3.15 Venue C3-3 (7) C4-4 SCOPE OF WORK C4-4.1 Intent of Contract Documents C4-4 (1) C4-4.2 Special Provisions C4-4(1) C4-4.3 Increased or Decreased Quantities C4-4(1) C4-4.4 Alteration of Contract Documents C4-4(2) C4-4.5 Extra Work C4-4(2) C4-4.6 Schedule of Operation C4-4 (3) C4-4.7 Progress Schedules for Water and Sewer Plant Facilities C4-4(4) C5-5 CONTROL OF WORK AND MATERIALS C5-5.1 Authority of Engineer C5-5 (1) ' C5-5.2 Conformity with Pians C5-5 (1) C5-5.3 Coordination of Contract Documents C5-5 (1) C5-5.4 Cooperation of Contractor C5-5 (2) C5-5.5 Emergency and/or Rectification Work C5-5 (2) C5-5.6 Field Office C5-5 (3) C5-5.7 Construction Stakes C5-5 (3) (2) r C5-5.8 Authority and Duties of City Inspector C5-5 (3) C5-5.9 Inspection C5-5 (4) C5-5.10 Removal of Defective and Unauthorized Work C5-5 (4) C5-5.11 Substitute Materials or Equipment C5-5 (4) CS-5.12 Samples and'rests of Materials C5-5 (5) C5-5.13 Storage of Materials C5-5 (5) C5-5.14 Existing Structures and Utilities C5-5 (5) C5-5.15 Interruption of Service C5-5 (6) C5-5.16 Mutual Responsibility of Contractors C5-5 (7) C5-5.17 Clean-Up C5-5 (7) C5-5.18 Final Inspection C5-5 (8) C6-6 LEGAL RELA'T'IONS AND PUBLIC RESPONSIBILITY C6-6.1 Laws to be Observed C6-6 (1) C6-6.2 Permits and Licenses C6-6 (1) C6-6.3 Patented Devices, Materials, and Processes C6-6 (1) C6-6.4 Sanitary Provisions C6-6 (1) C6-6.5 Public Safety and Convenience C6-6 (2) C6-6.6 Privileges f Contractor in Streets, Alleys, C6-6 (3) r and Right-of-Way I C6-6.7 Railway Crossings C6-6(3) C6-6.8 Barricades, Warnings and Flagmen C6-6 (3) r C6-6.9 Use of Explosives,Drop Weight,Etc. C6-6(4) C6-6.10 Work Within Easements C6-6 (5) C6.6.11 Independent Contractor C6-6 (6) r C6-6.12 Contractor's Responsibility for Damage Claims C6-6 (6) C6-6.13 Contractor's Claim for Damages C6-6 (8) C6-6.14 Adjustment or Relocation of Public Utilities, Etc. C6-6 (8) rC6-6.15 Temporary Sewer and Drain Connections C6-6(8) C6-6.16 Arrangement and Charges for Water Furnished by the City C6-6(9) C6-6.17 Use of a Section or Portion of the Work C6-6(9) r C6-6.18 Contractor's Responsibility for the Work C6-6(9) C6-6.19 No Waiver of Legal Rights C6-6 (9) C6-6.20 Personal Liability of Public Officials C6-6(10) r C6-6.21 State Sales Tax C6-6 (10) r C7-7 PROSECUTION AND PROGRESS C7-7.1 Subletting C7-7 (1) C7-7.2 Assignment of Contract C7-7 (1) C7-7.3 Prosecution of The Work C7-7 (1) C7-7.4 Limitation of Operations C7-7 (2) rC7-7.5 Character of Workmen and Equipment C7-7 (2) C7-7.6 Work Schedule C7-7 (3) 7 C7-7.7 Time of Commencement and Completion C7-7 (3) C7-7.8 Extension of Time Completion C7 (3) ���. an C7-7.9 Delays C7-7 (4) C7-7.10 Time of Completion C7-7 (4) C7-7.11 Suspension by Court Order C7-7 (5) C7-7.12 Temporary Suspension C7-7 (5) C7-7.13 Termination of Contract due to National Emergency C7-7 (6) C7-7.14 Suspension or Abandonment of the Work C7-7 (6) and Annulment of the Contract: C7-7.15 Fulfillment of Contract C7-7 (8) C7-7.16 Termination for Convenience of the Owner C7-7 (8) C7-7.17 Safety Methods and Practices C7-7 (11) C8-8 MEASUREMENT AND PAYMENT C8-8.1 Measurement Of Quantities C8-8 (1) •� C8-8.2 Unit Prices C8-8 (1) C8-8.3 Lurnp Surn C8-8 (1) C8-8.4 Scope of Payment C8-8 (1) C8-8.5 Partial Estimates and Retainage C8-8 (2) C8-8.6 Withholding Payment C8-8 (3) C8-$.7 Final Acceptance C8-8 (3) C8-8.8 Final Payment C8-8 (3) C8-8.9 Adequacy of Design C8-8 (4) C8-8.10 General Guaranty C8-8 (4) C8-8.11 Subsidiary Work C8-8 (4) C8-8.12 Miscellaneous Placement of Material C8-8 (4) C8-8.13 Record Documents C8-8 (4) PO sw (4) PW PART C -GENERAL CONDITIONS Cl-I DEFINITIONS SECTION CI-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: CI-1.2 CONTRACT DOCUMENTS: The Contract Documents are in all of the written and drawn documents, such as specifications, bonds, addenda, plans, etc., which govern the terms and performance of the contract. These are contained on the General Contract Documents and the Special Contract Documents. a. GENERAL CONTRACT DOCUMENTS: The General Contract Documents govern all Water Department Projects and Include the following Items PART A-NOTICE TO BIDDERS (Sample) White PART B - PROPOSAL (Sample) White PART C -GENERAL CONDITIONS (CITY) Canary Yellow (Developer) Brown PART D- SPECIAL CONDITIONS Green PART E- SPECIFICATIONS E1-White E2-Golden Rod E2A-White PERMITS/EASEMENTS Blue PART F- BONDS (Sample) White PART G- CONTRACT (Sample) White b. SPECIAL CONTRACT DOCUMENTS: The Special Contract Documents are prepared for each specific project as a supplement to the General Contract Documents and 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 - BUNDS PART G- CONTRACT PART H - PLANS (Usually bound separately) C1-1 (1) R 4 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. 9 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. C 1-1.6 GENERAL CONDITIONS: The General Conditions are the usual construction and contract requirements which govern the perfon-nance of the work so that it will be carried on in accordance with the customary procedure, the local statutes, and requirements of the City of Fort Worth's charter and promulgated ordinances. Whenever there may be a conflict between the General Conditions and the Special Conditions, the latter shall take precedence. . C1-1.7 SPECIAL CONDITIONS: Special conditions are the specific requirements which are necessary for the particular project covered by the Contract Documents and not specifically covered in the General Conditions. When considered with the General Conditions and other elements of the Contract Documents they provide the information which the Contractor and Owner should have in order to gain a thorough knowledge of the project. T 1 C1-1.8 SPECIFICATIONS: The Specifications is that section or part of the Contract Documents which set forth in detail the requirements which must be met by all materials, construction, workmanship, equipment and services in order to render a completed an ' useful project. Whenever reference is made to standard specifications, regulations, requirements, statutes, etc., such referred to documents shall become a part of the . Contract Documents just as though they were embodied therein. CI-1.9 BONDS: The bond or bonds are the written guarantee or security furnished by the Contractor for prompt and faithful performance of the contract and include the following: a. Performance Bond (see paragraph C3-3.7) b. Payment Bond (see paragraph C3-3.7) C. Maintenance Bond (see paragraph C3-3.7) d. Proposal or Bid Security(see Special Instructions to Bidders, Part A and C2-2.6) Cl-1 (2) PW Cl-1.10 CONTRACT: The Contract is a formal signed agreement between the owner * and the Contractor covering the mutual understanding of the two contracting parties about the project to be completed under the Contract Documents. ,.� C1-1.11 PLANS: The plans are the drawings or reproductions therefrom made by the Owner's representative showing in detail the location, dimension and position of the various elements of the project, including such profiles, typical cross-sections, layout diagrams, working drawings, preliminary drawings and such supplemental drawings as the Owner may issue to clarify other drawings or for the purpose of showing changes in the work hereinafter authorized by the Owner. The plans are usually bound separately +� from the other parts of the Contract Documents, but they are part of the Contract Documents just as though they were bound therein. C1-1.12 CITY: The City of Fort Worth,Texas, a municipal corporation, authorized and chartered under the Texas State Statutes, acting by and through its governing body or its City Manager, each of which is required by charter to perforin specific duties. Responsibility for final enforcement of the Contracts involving the City of Fort Worth is by Charter vested in the City Manager. The terms City and Owner are synonymous. C1-1.13 CITY COUNCIL: The duly elected and qualified governing body of the City of Fort Worth,Texas. Cl-1.14 MAYOR: The officially elected Mayor, or in his absence, the Mayor Pro tem of the City of Fort Worth, Texas. C1-1.15 CITY MANAGER: The officially appointed and authorized City Manager of the City of Fort Worth, Texas, or his duly authorized representative. C1-1.16 CITY ATTORNEY: The officially appointed City Attorney of the City of Fort Worth, Texas,or his duly authorized representative. C1-1.17 DIRECTOR OF PUBLIC WORKS: The officially appointed official of the City of Fort Worth, Texas, referred to in the charter as the City Engineer, or his duly authorized representative. C1-1.18 DIRECTOR, CITY WATER DEPARTMENT: The officially appointed Director of the City Water Department of the City of Fort Worth, Texas, or his duly authorized representative, assistant, or agents. CI_-1.19 ENGINEER: The Director of Public Works, the Director of the Fort Worth r City Water Department, or their duly authorized assistants, agents, engineers, inspectors, or superintendents, acting within the scope of the particular duties entrusted to them. C1-1.20 CONTRACTOR: The person, person's, partnership, company, firm, association, rF or corporation, entering into a contract with the Owner for the execution of work, acting I r C1-1 (3) directly or through a duly authorized representative. A sub-contractor is a person, firm, corporation, supplying labor and materials or only labor, for the work at the site of the project. C1-1.21 SURETIES: The Corporate bodies which are bound by such bonds as are required with and for the Contractor. The sureties engaged are to be fully responsible for the entire and satisfactory fulfillment of the Contract and for any and all requirements as set forth in the Contract Documents and approved changes therein. C1-1.22 THE WORK OR PROJECT: The completed work contemplated in and covered by the Contract Documents, including but not limited to the furnishing of all labor, materials, tools, equipment, and incidentals necessary to produce a completed and serviceable project. C1-1.23 WORKING DAY: A working day is defined as a calendar day, not including Saturdays, Sundays, and legal holidays, in which weather or other conditions not under the control of the Contractor permit the performance of the principal unit of work for a period of not less than seven (7) hours between 7:00 a.m_ and 6:00 p.m., with exceptions as permitted in paragraph C7-7.6 C1-1.24 CALENDAR DAYS: A calendar day is any day of the week or month, no days being excepted. C1-1.25: LEGAL HOLIDAYS: Legal holidays shall be observed as prescribed by the City Council of the City of Fort Worth for observance by City employees as follows: 1. New Year's day January 1 2. M.L. King, Jr. Birthday Third Monday in January 3. Memorial Day Last Monday in May 4. Independence Day July 4 5. Labor Day First Monday in September 6. Thanksgiving Day Fourth Thursday in November 7. Thanksgiving Friday Forth Friday in November 8. Christmas Day December 25 9. 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 a Saturday, the holiday shall be observed on the preceding Friday, or if it falls on Sunday, it shall be observed on the following Monday, by those employees working on working day operations. Employees working calendar day operations will consider the calendar as the holiday. C1-1.26 ABBREVIATIONS: Whenever the abbreviations defined herein appear in the Contract Documents, the intent and meaning shall be as follows: CI-I (4) O r r AASHTO - American Association of State MGD - Million Gallons Highway Transportation Officials per Day ASCE - American Society of Civil CFS - Cubic Foot per Engineers Second IAW - In Accordance With Min. - Minimum ASTM - American Society of Testing Mono. - Monolithic •� Materials % - Percentum AWWA - American Water Works R - Radius Association I.D. - Inside Diameter ASA - American Standards Association O.D. = Outside Diameter HI Hydraulic Institute Elev. Elevation Asph. - Asphalt F - Fahrenheit Ave. - Avenue C - Centigrade I Blvd. - Boulevard In. - Inch CI - Cast Iron Ft. - Foot CL - Center Line St. = Street GI Galvanized Iron CY Cubic Yard Lin. - Linear or Lineal Yd. - Yard r lb. - Pound SY - Square yard MH - Manhole L.F_ - Linear Foot Max. - Maximum D.I. - Ductile Iron C1-1.27 CHANGE ORDER: A "Change Order" is a written supplemental agreement between the Owner and the Contractor covering some added or deducted item or feature which may be found necessary and which was not specifically included in the scope of the project on which bids were submitted. increase in unit quantities stated in the proposal are not the subject matter of a Change Order unless the increase or decrease is more than 25% of the amount of the particular item or items in the original proposal. r All "Change Orders" shall be prepared by the City from information as necessary furnished by the Contractor. C1-1.28 PAVED STREETS AND ALLEYS: A paved street or alley shall be defined as a street or alley having one of the following types of wearing surfaces applied over the natural unimproved surface: 1. Any type of asphaltic concrete with or without separate base material. 2. Any type of asphalt surface treatment, not including an oiled surface,with or without separate base material. 3. Brick,with or without separate base material. { 4. Concrete, with or without separate base material. 5. Any combination of the above. Cl-1 (5) EM IM C1-1.29 UNPAVED STREETS OR ALLEYS: An unpaved street, alley, roadway or other surface is any area except those defined for"Paved Streets and Alleys." no C1-1.30 CITY STREET: A city street is defined as that area between the right-of-way lines as the street is dedicated. C1-1.31 ROADWAY: The roadway is defined as the area between parallel lines two (2') back of the curb lines or four (`4) feet back of the average edge of pavement where -� no curb exists. C1-1.32 GRAVEL STREET: A gravel street is an unimproved street to which has been added one or more applications of gravel or similar material other than the natural material found on the street surface before any improvement was made. i C1-1 (6) .'� SECTION C - GENERAL CONDITIONS C2-2 INTERPRETATION AND PREPARATION OF PROPOSAL SECTION C2-2 INTERPRETATION AND PREPARA'T'ION 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 I■' 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 'P" "Financial Statement," all of which must be properly executed and filed with the Director of the City Water Department one week prior to the hour for opening of bids. The financial statement required shall have been prepared by an independent certified public accountant or an independent public accountant holding a valid permit issued by an appropriate state licensing agency, and shall have been so prepared as to reflect the PM current financial status. This statement must be current and no more than one(1) year old. In the case that bidding date falls within the time a new statement is being prepared, the previous statement shall be updated by proper verification. Liquid assets in the amount of ten (10) percent of the estimated project cost will be required. For an experience record to be considered to be acceptable for a given project, it must reflect the experience of the firm seeking qualification in work of both the same nature and magnitude as that of the project for which bids are to be received, and such �. experience must have been completed not more than five (5) years prior to the date on which Bids are to be received. The Director of the Water Department shall be sole judge as to the acceptability of experience for qualification to bid on any Fort Worth Water Department project. The prospective bidder shall schedule the equipment he has available for the project and *' state that he will rent such additional equipment as may be required to complete the project on which he submits a bid. C2-2.2 INTERPRETATION OF UANTITIES: The quantities of work and materials to be furnished as may be listed in the proposal forms or other parts of the Contract Documents will be considered as approximate only and will be used for the purpose of comparing bids on a uniform basis. Payment will be made to the Contractor for only the actual quantities of work performed or materials furnished in strict accordance with the Contract Documents and Plans. The quantities of work to be performed and materials to rbe furnished may be increased or decreased as hereinafter provided, without in any way invalidating the unit prices bid or any other requirements of the Contract Documents. I �^ C2-2 (1) C2-2.3 EXAMINATION OF CONTRACT DOCUMENTS AND SITE OF PROJECT: Bidders are advised that the Contract Documents on File with the Owner shall constitute all of the information which the Owner will furnish. All additional information and data which the Owner will supply after promulgation of the formal contract documents shall be issued in the form of written addenda and shall become part of the Contract Documents just as though such addenda were actually written into the original Contract Documents. Bidders are required, prior to filing of proposal, to read and become familiar with the Contract Documents, to visit the site of the project and examine carefully all local conditions, to inform themselves by their own independent research and investigations, tests, boring, and by such other means as may be necessary to gain a complete knowledge of the conditions which will be encountered during construction of the project. They must judge for themselves the difficulties of the work and all attending circumstances affecting the cost of doing the work or the time required for its completion, and obtain all information required to make an intelligent proposal. No information given by the Owner or any representative of the Owner other than that contained in the Contract Documents and officially promulgated addenda thereto, shall be binding upon the Owner. Bidders shall rely exclusively and solely upon their own estimates, investigation, research, tests, explorations, and other data which are necessary for full and complete information upon which the proposal is to be based. It is mutually agreed that the submission of a proposal is prima-facie evidence that the bidder has made the investigation, examinations and tests herein required. Claims for additional compensation due to variations between conditions actually encountered in construction and as indicated in the Contract Documents will not be allowed. The logs of Soil Borings, if any, on the plans are for general information only and may not be correct. Neither the Owner nor the Engineer guarantee that the data shown is representative of conditions which actually exist. C2-2.4 SUBMITTING OF PROPOSAL: The Bidder shall submit his Proposal on the form furnished by the Owner. All blank spaces applicable to the project contained in the form shall be correctly filled in and the Bidder shall state the prices, written in ink in both words and numerals, for which he proposes to do work contemplated or furnish the materials required. All such prices shall be written legibly. In case of discrepancy between price written in words and the price written in numerals, the price most advantageous to the City shall govern. If a proposal is submitted by an individual, his or her name must be signed by him (her) or his (her) duly authorized agent. If a proposal is submitted by a firm, association, or partnership, the name and address of each member of the firm, association, or partnership, or by person duly authorized. If a proposal is submitted by a company or corporation, the company or corporation name and business address must be given, and the proposal signed by an official or duly authorized agent. The corporate seal must be affixed. Power C2-2 (2) of Attorney authorizing agents or others to sign proposal must be properly certified and PU must be in writing and submitted with the proposal. C2-2.5 REJECTION OF PROPOSALS: Proposals may be rejected if they show any PE alteration of words or figures, additions not called for, conditional or uncalled for alternate bids, erasures, or irregularities of any kind, or contain unbalanced value of any items. Proposal tendered or delivered after the official time designated for receipt of �•. proposal shall be returned to the Bidder unopened. C2-2.6 BID SECURITY: No proposal will be considered unless it is accompanied by a " "ProposaI Security" of the character and the amount indicated in the "Notice to Bidders" and the "Proposal."The Bid Security is required by the Owner as evidence of good faith on the part of the Bidder, and by way of a guaranty that if awarded the contract, the Bidder will within the required time execute a formal contract and furnish the required performance and other bonds. The bid security of the three lowest bidders will be retained until the contract is awarded or other disposition is made thereof: The bid security of all other bidders may be returned promptly after the canvass of bids. C2-2.7 DELIVERY OF PROPOSAL: No proposal will be considered unless it is delivered, accompanied by its proper Bid Security, to the City Manager or his representative in the official place of business as set forth in the"Notice to Bidders." It is the Bidder's sole responsibility to deliver the proposal at the proper time to the proper r place. The mere fact that a proposal was dispatched will not be considered. The Bidder must have the proposal actually delivered. Each proposal shall be in a sealed envelope plainly marker with the word "PROPOSAL," and the name or description of the project as designated in the "Notice to Bidders." The envelope shall be addressed to the City Manager, City Hall, Fort Worth, Texas. C2-2.8 WITHDRAWING PROPOSALS: Proposals actually filed with the City Manager cannot be withdrawn prior to the time set for opening proposals. A request for non-consideration must be made in writing, addressed to the City Manager, and filed with him prior to the time set for opening of proposals. After all proposals not requested for non-consideration are opened and publicly read aloud, the proposals for which non- consideration requests have been properly filed may, at the option of the Owner, be returned unopened. C2-2.9 TELEGRAHIC MODIFICATIONS OF PROPOSALS: Any Bidder may modify his proposal by telegraphic communication at any time prior to the time set for opening proposals, provided such telegraphic communication is received by the City Manager prior to the said proposal opening time, and provided further, that the City Manager is satisfied that a Written and duly authenticated Confirmation of such telegraphic communication over the signature of the bidder was mailed prior to the proposal opening time. If such confirmation is not received within forty-eight (48) hours after the proposal opening time, no further consideration will be given to the proposal. C2_2 (3) C2-2.10 PUBLIC OPENING OF PROPOSAL: Proposals which have been properly fled and for which no "Non-consideration Request" has been received will be publicly opened and read aloud by the City Manager or his authorized representative at the time and place indicated in the "Notice to Bidders."All proposals which have been opened and read will remain on file with the Owner until the contract has been awarded. Bidders or their authorized representatives are invited to be present for the opening of bids. C2-2.11 IRREGULAR PROPOSALS: Proposals shall be considered as "Irregular" if they show any omissions, alterations of form, additions, or conditions not called for, unauthorized alternate bids, or irregularities of any kind. However, the Owner reserves the right to waive any all irregularities and to make the award of the contract to the best interest of the City. Tendering a proposal after the closing hour is an irregularity which can not be waived. C2-2.12 DISQUALIFICATION OF BIDDERS: Bidders may be disqualified and their proposals not considered for any of, but not limited to, the following reasons: a) Reasons for believing that collusion exists among bidders. b) Reasonable grounds for believing that any bidder is interested in more than one proposal for work contemplated. c) The bidder being interested in any litigation against the Owner or where the Owner may have a claim against or be engaged in litigation against the bidder. d) The bidder being in arrears on any existing contract or having defaulted on a previous contract. e) The bidder having performed a prior contract in an unsatisfactory manner. f) Lack of competency as revealed by financial statement, experience statement, equipment schedule, and such inquiries as the Owner may see fit to make.. g) Uncompleted work which, in the judgment of the Owner, will prevent or hinder the prompt completion of additional work if awarded. h) The bidder not filing with the Owner, one week in advance of the hour of the opening of proposals the following: L Financial Statement showing the financial condition of the bidder auk as specified in Part"X'- Special Instructions 2. A current experience record showing especially the projects of a nature similar to the one under consideration, which have been successfully completed by the Bidder. 3. An equipment schedule showing the equipment the bidder has available for use on the project. The Bid Proposal of the bidder who, in the judgment of the Engineer, is disqualified under the requirements stated herein,shall be set aside and not opened. C2-2 (4) I. r PART C - GENERAL CONDITIONS C3-3 AWARD AND EXECUTION OF DOCUMENTS I SECTION C3-3 AWARD AND EXECUTION OF DOCUMENTS: C3-3.1 CONSIDERATION OF PROPOSALS: After proposals have been opened and read aloud, the proposals will be tabulated on the basis of the quoted prices, the quantities shown in the proposal, and the application of such formulas or other methods of bringing items to a common basis as may be established in the Contract Documents. The total obtained by taking the sum of the products of the unit prices quoted and the estimated quantities plus any lump sum items and such other quoted amounts as may enter into the cost of the completed project will be considered as the amount of the bid. Until the ward of the contract is made by the Owner, the right will be reserved to reject any or all proposals and waive technicalities, to re-advertise for new proposals, or to proceed with the work in any manner as may be considered for the best interest of the Owner. C3-3.2 MINORITY BUSINESS ENTERPRISE/WOMEN-OWNED BUSINESS ENTERPRISE COMPLIANCE: Contractor agrees to provide to Owner, upon request, complete and accurate information regarding actual work performed by a Minority Business Enterprise (MBE) and/or a Woman-owned Business Enterprise (WBE) on the contract and the payment therefor. Contractor further agrees, upon request by the Owner, to allow and audit and/or an examination of any books, records, or files in the possession of the Contractor that will substantiate the actual work performed by an MWE or WBE. Any material misrepresentation of any nature will be grounds for termination of the contract and for initiating any action under appropriate federal, state or local laws and ordinances relating to false statements; further, any such misrepresentation may be grounds for disqualification of Contractor at Owner's discretion for bidding on future Contracts with the Owner for a period of time of not less than six (5) months. C3-3.3 EQUAL EMPLOYMENT PROVISIONS: The Contractor shall comply with Current City Ordinances prohibiting discrimination in employment practices. The Contractor shall post the required notice to that effect on the project site, and at his request, will be provided assistance by the City of Fort Worth's Equal Employment Officer who will refer any qualified applicant he may have on file in his office to the Contractor. Appropriate notices may be acquired from the Equal Employment Officer. C3-3.4 WI'T'HDRAWAL OF PROPOSALS: After a proposal has been read by the Owner, it cannot be withdrawn by the Bidder within forty-five (45) days after the date on which the proposals were opened. PE C3-3 (1) 1 C 3-3.5 AWARD OF CONTRACT: The Owner reserves the right to withhold final action on the proposals for a reasonable time, not to exceed forty-five (45) days after the date of opening proposals, and in no event will an award be made until after 7 investigations have been made as to the responsibility of the proposed awardee. The award of the contract, if award is made, will be to the lowest and best res onsive bidder. The award of the contract shall not become effective until the Owner has notified the Contractor in writing of such award. C3-3.6 RETURN OF PROPOSAL SECURITIES: As soon as proposed price totals have been determined for comparison of bids, the Owner may, at its discretion, return the proposal security which accompanied the proposals which, in its judgment, would not be considered for the award. All other proposal securities, usually those of the three lowest bidders, will be retained by the Owner until the required contract has been executed and bond furnished or the Owner has otherwise disposed of the bids, after which they will be " returned by the City Secretary. C3-3.7 BONDS: With the execution and delivery of the Contract Documents, the Contractor shall furnish to, and file with the owner in the amounts herein required, the following bonds: a. PERFORMANCE BOND: A good and sufficient performance bond in the amount of not less than 100 percent of the amount of the contract, as evidenced by the proposal tabulation or otherwise, guaranteeing the full ~ and faithful execution of the work and performance of the contract, and for the protection of the Owner and all other persons against damage by reason of negligence of the Contractor, or improper execution of the work or use of inferior materials. This performance bond shall guarantee the payment for all labor, materials, equipment, supplies, and services used in the construction of the work, and shall remain in full force and effect until provisions as above stipulated are accomplished and final payment is made on the project by the City. b. MAINTENANCE BOND: A good and sufficient maintenance bond, in the amount of not less than 100 percent of the amount of the contract, as evidenced by the proposal tabulation or otherwise, guaranteeing the prompt, full and faithful performance of the general guaranty which is set forth in paragraph C8-8.10. C. PAYMENT BOND: A good and sufficient payment bond, in the amount of not less than 100 percent of the amount of the contract, as evidenced by the proposal tabulation or otherwise, guaranteeing the prompt, full and faithful payment of all claimants as defined in Article C3-3 (2) �, a 5154, Revised Civil Statutes of Texas, 1925, as amended by House Bill 344, Acts 56 I Legislature, Regular Session, 1959, effective April 27, 1959, and/or the latest version thereof, supplying labor and materials in the prosecution of the work provided for in the contract being constructed under these specifications. Payment Bond shall remain in force until all payments as above stipulated are made. d. OTHER BONDS: Such other bonds as may be required by these Contract Documents shall be furnished by the Contractor. No sureties will be accepted by the Owner which are at the time in default or delinquent on any bonds or which are interested in any litigation against the Owner. All bonds shall be made on the forms furnished by the Owner and shall be executed by an approved surety company doing business in the City of Fort Worth, Texas, and which is acceptable to the Owner. In order to be acceptable, the name of the surety shall be included on the current U.S. Treasury list of acceptable sureties, and the amount of bond written by any one acceptable company shall not exceed the amount shown on the Treasury list for that company. Each bond shall be properly executed by both the Contractor and Surety Company. Should any surety on the contract be determined unsatisfactory at any time by the Owner, notice will be given the Contractor to that effect and the Contractor shall immediately Cprovide a new surety satisfactory to the Owner. No payment will be made under the contract until the new surety or sureties, as required, have qualified and have been accepted by the Owner. The contract shall not be operative nor will any payments be due or paid until approval of the bonds by the Owner. C3-3.8 EXECUTION OF CONTRACT: Within ten (10) days after the Owner has appropriate resolution, or otherwise, awarded the contract, the Contractor shall execute and file with the Owner, the Contract and such bonds as may be required in the Contract Documents. No Contract shall be binding upon the Owner until it has been attested by the City Secretary, approved as to form and legality by the City Attorney, and executed for the Owner by either the Mayor or City Manager. C3-3.9 FAILURE TO EXECUTE CONTRACT: The failure of the Awardee to execute the required bond or bonds or to sign the required contract within ten (10) days after the contract is awarded shall be considered by the owner as an abandonment of his proposal, and the owner may annual the Award. By reason of the uncertainty of the market prices of material and labor, and it being impracticable and difficult to accurately determine the amount of damages occurring to the owner by reason of said awardee's failure to execute said bonds and contract within ten (10) days, the proposal security accompanying the proposal shall be the agreed amount of damages which the Owner will C3-3 (3) suffer by reason of such failure on the part of the Awardee and shall thereupon immediately by forfeited to the Owner. The filing of a proposal will be considered as acceptance of this provision by the Bidder. C-3-3.10 BEGINNING WORK: The Contractor shall not commence work until authorized in writing to do so by the Owner. Should the Contractor fail to commence work at the site of the project within the time stipulated in the written authorization usually termed "Work Order" or "Proceed Order", it is agreed that the Surety Company will, within ten (10) days after the commencement date set forth in such written authorization, commence the physical execution of the contract. C3-3.11 INSURANCE: The Contractor shall not commence work under this contract until he has obtained all insurance required under the Contract Documents, and such insurance has been approved by the Owner. The prime Contractor shall be responsible for delivering to the Owner the sub-contractor's certificate of insurance for approval. The prime Contractor shall indicate on the certificate of insurance included in the documents for execution whether or not his insurance covers sub-contractors. It is the intention of the Owner that the insurance coverage required herein shall include the coverage of all sub-contractors. a. COMPENSATION INSURANCE. The Contractor shall maintain, during the life of this contract, Worker's Compensation Insurance on all of his employees to be engaged in work on the project under this contract, and for all sub-contractors. In case any class of employees engaged in hazardous work on the project under this contract is not protected under �' the Worker's Compensation Statute, the Contractor shall provide adequate employer's general liability insurance for the protection of such of his employees not so protected. b. COMPREHENSIVE GENERAL LIABILITY INSURANCE: The Contractor Shall procure and shall maintain during the life of this contract, Comprehensive General Liability Insurance (Public Liability and Property Damage Insurance) in the amount not less than $500,000 covering each .., occurrence on account of bodily injury, including death, and in an amount not less than $500,000 covering each occurrence on account of property damage with$2,004,000 umbrella policy coverage. -' C. ADDITIONAL LIABILITY: The Contractor shall furnish insurance as a separate policies or by additional endorsement to one of the above-mentioned policies, and in the amount as set forth for public liability and property damage, the following insurance: 1. Contingent Liability (covers General Contractor's Liability for acts of sub-contractors). C3-3 (4) .� r r 2. Blasting,prior to any blasting being done. 3. Collapse of buildings or structures adjacent to excavation Cif excavation are performed adjacent to same). 4. Damage to underground utilities for$500,000. 5. Builder's risk where above- ound 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 $500,400 on account of one accident, and automobile property damage insurance in an amount not less than $100,000. e. SCOPE OF INSURANCE AND SPECIAL HAZARD: The insurance required under the above paragraphs shall provide adequate protection for the Contractor and his sub-contractors, respectively, against damage claims which may arise from operations under this contract, whether such operations be by the insured or by anyone directly or indirectly employed by him, and also against any of the following special hazards which may be encountered in the performance of the Contract. 1 f. PROOF OF CARRIAGE OF INSURANCE: The Contractor shall furnish the owner with satisfactory proof of coverage by insurance required in these Contract Documents in the amounts and by carriers satisfactory to the Owner. (Sample attached.) All insurance requirements made upon the Contractor shall apply to the sub-contractors, should the Prime Contractor's insurance not cover the sub-contractor's work operations. g. LOCAL AGENT FOR INSURANCE AND BONDING: The insurance and bonding companies with whom the Contractor's insurance and �" C3-3 (5) performance, payment, maintenance and all such other bonds are written, shall be represented by an agent or agents having an office located within the city limits of the City of Fort Worth. Tarrant County,Texas. Each such agent shall be a duly qualified, one upon whom authority and power to act on behalf of the insurance and/or bonding company to negotiate and settle with the City of Fort Worth, or any other claimant, and claims that the City of Fort Worth or other claimant or any property owner who has been damaged, may have against the Contractor, insurance, and/or bonding company. If the local insurance representative is not so empowered by the insurance or bonding companies, then such authority must be vested in a local agent or claims officer residing in the Metroplex, the Fort Worth- Dallas area. The name of the agent, or agents shall be set forth on all such bonds and certificates of insurance. C3-3.12 CONTRACTOR'S OBLIGATIONS: Under the Contract, the Contractor shall pay for all materials, labor and services when due. C3-3.13 WEEKLY PAYROLLS:. A certified copy of each payroll covering payment of wages to all persons engaged in work on the project at the site of the project shall be furnished to the Owner's representative within seven (7) days after the close of each payroll period. A copy or copies of the applicable minimum wage rates as set forth in the Contract Documents shall be kept posted in a conspicuous place at the site of the project at all times during the course of the Contract. Copies of the wage rates will be furnished the Contractor, by the Owner; however, posting and protection of the wage rates shall be the responsibility of the Contractor. C3-3.14 CONTRACTOR'S CONTRACT ADMMSTRATION: Any Contractor, whether a person, persons, partnership, company, firm, association, corporation or other who is approved to do business with and enters into a contract with the City for construction of water and/or sanitary sewer facilities, will have or shall establish a fully operational business office within the Fort Worth-Dallas metropolitan area. The Contractor shall charge, delegate, or assign this office (or he may delegate his Project Superintendent) with full authority to transact all business actions required in the performance of the Contract. This local authority shall be made responsible to act for the r Contractor in all matters made responsible to act for the Contractor in all matters pertaining to the work governed by the Contract whether it be administrative or other wise and as such shall be empowered, thus delegated and directed, to settle all material, A labor or other expenditure, all claims against work or any other mater associated such as maintaining adequate and appropriate insurance or security coverage for the project. Such local authority for the administration of the work under the Contract shall be maintained until all business transactions executed as part of the Contract are complete. Should the Contractor's principal base of operations be other than in the Fort Worth- Dallas metropolitan area, notification of the Contractor's assignment of local authority shall be made in writing to the Engineer in advance of any work on the project, all C3-3 (6) appropriately signed and sealed, as applicable, by the Contractor's responsible offices with the understanding that this written assignment of authority to the local representative shall become part of the project Contract as though bound directly into the project documents. The intent of these requirements is that all matters associated with the Contractor's administration, whether it be oriented in furthering the work, or other, be governed direct by local authority. This same requirement is imposed on insurance and surety coverage. Should the Contractor's local representative fail to perform to the satisfaction of the Engineer, the Engineer, at his sole discretion, may demand that such local representative be replaced and the Engineer may, at his sole discretion, stop all work until a new local authority satisfactory to the Engineer is assigned. No credit of working rtime will be allowed 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 r County,Texas. v r I r I } I� I C3-3 (7) PART C - GENERAL CONDITIONS C4-4 SCOPE OF WORK SECTION C44 SCOPE OF WORK C4-4.1 INTENT OF CONTRACT DOCUMENTS: It is the definite intention of these Contract Documents to provide for a complete, useful project which the Contractor undertakes to construct or furnish, all in full compliance with the requirements and intent of the Contract Documents. It is definitely understood that the Contractor shall do all work as provided for in the Contract Documents, shall do all extra or special work as may be considered by the Owner as necessary to complete the project in a satisfactory and acceptable manner. The Contractor shall, unless otherwise specifically stated in these Contract Documents, furnish all labor, tools, materials, machinery, equipment, special services, and incidentals necessary to the prosecution and completion of the project. C4-4.2 SPECIAL PROVISIONS: Should any work or conditions which are not thoroughly and satisfactorily stipulated or covered by General or Special Conditions of these Contract Documents be anticipated, or should there be any additional proposed work which is not covered by these Contract Documents, the "Special Provisions" covering all such work will be prepared by the Owner previous to the time of receiving bids or proposals for any such work and furnished to the Bidder in the form of Addenda. All such "Special Provisions" shall be considered to be part of the Contract Documents just as though they were originally written therein. 0443 INCREASED OR DECREASED QUANTITIES: The Owner reserves the right to alter the quantities of the work to be performed or to extend or shorten the improvements at any time when and as found to be necessary, and the Contractor shall perform the work as altered, increased or decreased at the unit prices. Such increased or decreased quantity shall not he more than twenty-five (25) percent of the contemplated quantity of such item or items. When such changes increase or decrease the original quantity of any item or items of 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; such revised consideration to be determined by special agreement or as hereinafter provided for "Extra Work." No I allowance will be made for any changes in anticipated profits not shall such changes be considered as waiving or invalidating any conditions or provisions of the Contract Documents. Variations in quantities of sanitary sewer pipes in depth categories, shall be interpreted herein as applying to overall quantities of sanitary sewer pipe in each pipe size, but not to the various depth categories. C4-4(1) OR C44.4 ALTERATION OF CONTRACT DOCUMENTS: By Change order, the owner reserves the right to make such changes in the Contract Documents and in the character or quantities of the work as may be necessary or desirable to insure completion in the most satisfactory manner,provided such changes do not materially alter the original Contract Documents or change the general nature of the project as a whole. Such changes ,^ shall not be considered as waiving or invalidating any condition or provision of the Contract Documents. 044.5 EXTRA WORK: Additional work made necessary by changes and alterations of the Contract Documents or of quantities or for other reasons for which no prices are provided in the Contract Documents, shall be defined as "Extra Work" and shall be ., performed by the Contractor in accordance with these Contract Documents or approved additions thereto, provided however, that before any extra work is begun a "Change order" shall be executed or written order issued by the Owner to do the work for payments or credits as shall be determined by one or more combination of the following methods: a. Unit bid price previously approved. b. An agreed lump sum. C. The actual reasonable cost of(1) labor, (2) rental of equipment used on the extra work for the time so used at Associated General -Contractors of America current equipment rental rates, (3) materials entering permanently into the project, and (4) actual cost of insurance, bonds, and social security as determined by the Owner, plus a fixed fee to be agreed upon but not to exceed 10 percent of the actual cost of such extra work. The fixed fee is not to include any additional profit to the Contractor for rental of equipment owner by him and used for extra work. The fee shall be full and complete compensation to cover the cost of superintendence, overhead, other profit, general and all other expense not included in (1), (2), (3), and (4) above. The Contractor shall keep accurate cost records on the form and in the method suggested by the Owner and shall give the Owner access to all accounts, bills, vouchers, and records relating to the Extra Work. No "Change Order" shall become effective until it has been approved and signed by each of the Contracting Parties. No claim for Extra Work of any kind will be allowed unless ordered in writing by the Owner. In case any orders or instructions, either oral or written, appear to the Contractor to involve Extra Work for which he should receive compensation, he shall make written request to the Engineer for written orders authorizing such Extra Work, prior to beginning such work. C4-4 (2) I in r Should a difference arise as to what does or dose not constitute Extra 'Work, or as to the payment thereof, and the Engineer insists upon its performance, the Contractor shall proceed with the work after making written request for written orders and shall keep accurate account of the actual reasonable cost thereof as provided under method (Item Q. Claims for extra work will not be paid unless the Contractor shall file his claim with the Owner within five (5) days before the time for making the first estimate after such work is done and unless the claim is supported by satisfactory vouchers and certified payrolls covering all labor and materials expended upon said Extra Work. The Contractor shall furnish the Owner such installation records of all deviations from the original Contract Documents as may be necessary to enable the Owner to prepare for permanent record a corrected set of plans showing the actual installation. The compensation agreed upon for "Extra Work" whether or not initiated by a "Change Order" shall be a full, complete and final payment for all costs Contractor incurs as a result or relating to the change or extra work, whether said costs are known, unknown, foreseen or unforeseen at that time, including without limitation, any costs for delay, extended overhead, ripple or impact cost, or any other effect on changed or unchanged work as a result of the change or extra work. C4-4.6 SCHEDULE OF OPERATION: Before commencing any work under this contract, the Contractor shall submit to the Owner and receive the Owner's approval thereof, a "Schedule of Operations," showing by a straight line method the date of commencing and ,finishing each of the major elements of the Contract. There shall be also shown the estimated monthly cost of work for which estimates are to be expected. There f shall be presented also a composite graph showing the anticipated progress of construction with the time being plotted horizontally and percentage of completion plotted vertically. The progress charts shall be prepared on 8-1I2" x 11" sheets and at least five black or blue line prints shall be furnished to the Owner. C4-4.7 PROGRESS SCHEDULES FOR WATER.AND SEWER PLANT FACILITIES: Within ten (10) days prior to submission of the first monthly progress payment, the Contractor shall prepare and submit to the owner for approval six copies of the schedule in which the Contractor proposes to carry on 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) f network diagram. As the work progresses, the Contractor shall enter on the diagram the actual progress at the end of each partial payment period or at such intervals as directed by the Engineer. The Contractor shall also revise the schedule to reflect any adjustments r` in contract time approved by the Engineer. Three copies of the updated schedule shall be delivered at such intervals as directed by the Engineer. r As a minimum, the construction schedule shall incorporate all work elements and activities indicated in the proposal and in the technical specifications. Hi C��' i►4J P C4-4 (3) u Prior to the final drafting of the detailed construction schedule, the Contractor shall review the draft schedule with the Engineer to ensure the Contractor's understanding of the contract requirements_ The following guidelines shall be adhered to in preparing the construction schedule: a. Milestone dates and final project completion dates shall be developed to conform to the time constraints, sequencing requirements and completion time. b. The construction progress shall be divided into activities with time �• durations of approximately fourteen days (14) days and construction values not to exceed $50,000. Fabrication,delivery and submittal activities are exceptions to this guideline. C. Durations shall be in calendar days and normal holidays and weather conditions over the duration of the contract shall be accounted for within the duration of each activity. d. One critical path shall be shown on the construction schedule. '1 e. Float time is defined as the amount of time between the earliest start date and the latest start date of a chain of activities of the CPM construction schedule. Float time is not for the exclusive use or benefit of either the Contractor or the Owner. f Thirty days shall be used for submittal review unless otherwise specified. The construction schedule shall as a minimum, be divided into general categories as indicated in the Proposal and Technical Specifications and each general category shall be broken down into activities in enough detail to achieve activities of approximately fourteen (14)days duration. For each general category, the construction schedule shall identify all trades or *■ subcontracts whose work is represented by activities that follow the guidelines of this Section. For each of the trades or subcontracts, the construction schedule shall indicate the following procurements, construction and preacceptance activities and events in their logical sequence for equipment and materials. I. Preparation and transmittal of submittals 2. Submittal review periods. C4-4 (4) —r 3_ Shop fabrication and delivery. 4. Erection or installation. 5. Transmittal of manufacturer's operation and maintenance instructions. 6. Installed equipment and materials testing. 7. Owner's operator instruction(if applicable). 8. Final inspection. q. Operational testing. If, in the opinion of the Owner, work accomplished falls behind that scheduled, the Contractor shall take such action, as necessary to improve his progress. In addition, the r Owner may require the Contractor to submit a revised schedule demonstrating his program and proposed plan to make up lag in scheduled progress and to insure completion of the work within the contract time. If the owner finds the proposed plan not acceptable, he may require the Contractor to increase the work force, the construction plant and equipment, the number of work shifts or overtime operations without additional w, cost to the Owner. Failure of the Contractor to comply with these requirements shall be considered grounds for determination by the Owner that the Contractor is failing to prosecute the work with diligence as will insure its completion within the time specified. k f C4=4(5) PART C - GENERAL CONDITIONS C5-5 CONTROL OF WORK AND MATERIALS r SECTION C5-5 CONTROL OF WORK AND MATERIALS C5-5.1 AUTHORITY OF ENGINEER: The work shall be performed to the satisfaction of the Engineer and in strict compliance with the Contract Documents. The 1~' Engineer shall decide all questions which arise as to the quality and acceptability of the materials furnished, work performed, rate of progress of the work, overall sequence of the construction, interpretation of the Contract Documents, acceptable fulfillment of the Contract, compensation, mutual rights between Contractor and Owner under these Contract Documents, supervision of the work, resumption of operations, and all other questions or disputes which may arise. Engineer will not be responsible for Contractor's F, means, methods, techniques, sequence or procedures of construction, or the safety precaution and programs incident thereto, and he will not be responsible for Contractor's failure to perform the work in accordance with the contract documents. The Engineer shall determine the amount and quality of the work completed and materials furnished, and his decisions and estimates shall be final. His estimates in such event shall be a condition to the right of the Contractor to receive money due him under the Contract. The Owner shall have executive authority to enforce and make effective F such necessary decisions and orders as the Contractor fails to carry out promptly. In the event of any dispute between the Engineer and Contractor over the decision of the O. 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 other wise described in the Contract Documents. Any deviation from the approved Contract Documents required by the Engineer during construction will rin all cases be determined by the Engineer and authorized by the Owner by Change Order. r CS-53 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 fi over specifications, special conditions shall govern over general conditions and standard specification, and quantities shown on the plans shall govern over those shown in the proposal. The Contractor shall not take advantage of any apparent error or omission in the C5-5 (1) i d" Contract Documents, and the owner shall be permitted to make such corrections or interpretations as may be deemed necessary for fulfillment of the intent of the Contract Documents. In the event the Contractor discovers an apparent error or discrepancy, he shall immediately call this condition to the attention of the Engineer. In the event of a conflict in drawings, specifications, or other portions of the Contract Documents which were not reported prior to the award of Contract, the Contractor shall be deemed to have quoted the most expensive resolution of the conflict. C5-5.4 COOPERATION OF CONTRACTOR: The Contractor will be furnished with three sets of Contract Documents and shall have available on the site of the project at all times, one set of such Contract Documents. The Contractor shall give to the work the constant attention necessary to facilitate the progress thereof and shall cooperate with the Engineer, his inspector, and other r` Contractors in every possible way. The Contractor shall at all times have competent personnel available to the project site for proper performance of the work. The Contractor shall provide and maintain at all times at the site of the project a competent, English-speaking superintendent and an assistant who are fully authorized to act as the Contractor's agent on the work. Such superintendent and his assistant shall be capable of reading and understanding the Contract Documents and shall receive and fulfill instructions from the Owner, the Engineer, or his authorized representatives. Pursuant to this responsibility of the Contractor, the Contractor shall designate in writing to the project superintendent, to act as the Contractor's agent on the work. Such assistant project superintendent shall be a resident of Tarrant County, Texas, and shall be subject to call, as is the project superintendent, at any time of the clay or night on any day of the week on which the Engineer determines that circumstances require the presence on the project site of a representative of the Contractor to adequately provide for the safety or convenience of the traveling public or the owners of property across which the project extends or the safety of the property contiguous to the project routing. The Contractor shall provide all facilities to enable the Engineer and his inspector to examine and inspect the workmanship and materials entering into the work. C5-5.5 EMERGENCY AND/OR RECTIFICATION WORK: When, in the opinion of the Owner or Engineer, a condition of emergency exists related to any part of the work, the Contractor, or the Contractor through his designated representative, shall respond with dispatch to a verbal request made by the Owner or Engineer to alleviate the emergency condition. Such a response shall occur day or night, whether the project is scheduled on a calendar-day or a working-day basis. Should the Contractor fail to respond to a request from the Engineer to rectify any discrepancies, omissions, or correction necessary to conform with the requirements of the project specifications or plans, the Engineer shall give the Contractor written notice that such work or changes are to be performed. The written notice shall direct attention to the C5-5 (2) IPP 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 shoe just cause for not taking the proper action, within 24 hours, the City may take such remedial action with City forces or by contract. The City shall deduct �+ an amount equal to the entire costs for such remedial action, plus 25%, from any funds due the Contractor on the project. C5-5.6 FIELD OFFICE: The Contractor shall provide, at no extra compensation, an adequate held office for use of the Engineer, if specifically called for. The field office shall be not less than 10 x 14 feet in floor area, substantially constructed, well heated, air r conditioned, lighted, and weather proof, so that documents will not be damaged by the elements. C5-5.7 CDNTRUCTION STADES: The City, through its Engineer, will fumish the Contractor with all lines, grades, and measurements necessary to the proper prosecution and control of the work contracted under these Contract Documents, and lines, grades and measurements will be established by means of stakes or other customary method of marking as may be found consistent with good practice. These stakes or markings shall be set sufficiently in advance of construction operations to avoid delay. Such stakes or markings as may be established for Contractor's use or guidance shall be preserved by the Contractor until he is authorized by the Engineer to remove them. Whenever, in the opinion of the Engineer, any stakes or markings have been carelessly or willfully destroyed, disturbed, or removed by the Contractor or any of his employees, the full cost of replacing such stakes or marks plus 25% will be charged against the Contractor, and the full amount will be deducted from payment due the Contractor. C5-5.8 AUTHORITY AND DUTIES OF CITY INSPECTOR: City Inspectors will be authorized to inspect all work done and to be done and all materials furnished. Such }� inspection may extend to all or any part of the work, and the preparation or manufacturing of the materials 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 the Contractor from any obligation to perform the work in accordance with the requirements of the Contract Documents. In case of any dispute arising between the Contractor and the City Inspector as to the materials or equipment furnished or the manner of performing the work, the City Inspector will have the authority to reject materials or equipment, and/or to Ira suspend work until the question at issue can be referred to and decided by the Engineer. The City Inspector will not, however, be authorized to revoke, alter, enlarge, or release any requirement of these Contract Documents, nor to approve or accept any portion or PM section of the work, nor to issue any instructions contrary tot he requirement s of the 'M C5-5 (3) Contract Documents. The City Inspector will in no case act as superintendent or foreman or perform any other duties for the Contractor, or interfere with the management or -� operation of the work. He will not accept from the Contractor any compensation in any form for performing any duties. The Contractor shall regard and obey the directions and instructions of the City Inspector or Engineer when the same are consistent with the obligations of the Contract Documents of the Contract Documents, provided, however, should the Contractor object to any orders or instructions or the City Inspector, the Contractor may within six days make written appeal to the Engineer for his decision on 4 the matter in Controversy. C5-5.9 INSPECTION: The Contractor shall furnish the Engineer with every 7 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 work as may be directed. 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 Work so exposed or examined prove to be unacceptable, the uncovering or removing and replacing of all adjacent defective or damaged parts shall be at the Contractor's expense. No work shall be done or materials used without suitable supervision or inspection. C5-5.10 REMOVAL OF EDEFCTIVE AND UNAUTHORIZED WORK: All work, materials, or equipment which has been rejected shall be remedied or removed and replaced in an acceptable manner by the Contractor at this expense. Work done beyond the lines and grades given or as shown on the plans, except as herein specially provided, or any Extra Work done without written authority, will be considered as unauthorized and done at the expense of the Contractor and will not be paid for by the Owner. Work so done may be ordered removed at the Contractor's expense. Upon the failure on the part of the Contractor to comply with any order of the Engineer made under the provisions of this paragraph, the Engineer will have the authority to cause defective work to be remedied or removed and replaced and unauthorized work to be removed, and the cost OR thereof may be deducted from any money due or to become due tot he Contractor. Failure to require the removal of any defective or unauthorized work shall not constitute acceptance of such work. C5-5.11 SUBSTITUTE MATERIALS OR E UIPMENT: If the Specifications, law, ordinance,codes or regulations permit Contractor to furnish or use a substitute that is equal to any material or equipment specified, and if Contractor wishes to furnish or use a proposed substitute, he shall, prior to the preconstruction conference, make written .� application to ENGLNEER for approval of such substitute certifying in writing that the proposed substitute will perform adequately the function called for by the general design, be similar and of equal substance to that specified and be suited to the same use and -� C5-5 (4) r capable of performing the same function as that specified ; and identifying all variations *, of the proposed substitute from that specified and indicating available maintenance service. No substitute shall be ordered or installed without written approval of Engineer who will he 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 r harmless Owner and Engineer and anyone directly or indirectly employees by either of them from and against the claims, damages, losses and expenses (including attorneys fees)arising out of the use of substituted materials or equipment. C5-5.12 SAMPLES AND TESTS OF MATERIALS: Where, in the opinion of the Engineer, or as called for in the Contract Documents, tests of materials or equipment are necessary, such tests will be made at the expense of and paid for direct to the testing agency by the Owner unless other wise specifically provided. The failure of the Owner to make any tests of materials shall in no way relieve the contractor of his responsibility of r furnishing materials and equipment fully conforming to the requirements of the Contract 4 Documents. Tests and sampling of materials, unless otherwise specified, will be made in accordance with the latest methods prescribed by the American Society for Testing r Materials or specific requirements of the Owner. The Contractor shall provide such facilities as the Engineer may require for collecting and forwarding samples and shall not, without specific written permission of the Engineer, use materials represented by the rsamples until tests have been made and the materials approved for use. The Contractor will furnish adequate samples without charge to the Owner. rIn case of concrete, the aggregates, design minimum, and the mixing and transporting equipment shall be approved by the Engineer before any concrete is placed, and the Contractor shall be responsible for replacing any concrete which does not meet the t requirements of the Contract Documents. Tests shall be made at least 9 days prior to the placing of concrete, using samples from the same aggregate, cement, and mortar which are to be used later in the concrete. Should the source of supply change, new tests shall be made prior to the use of new materials. C5-5.13 STORAGE OF MATERIALS: All materials which are to be used in the construction contract shall be stored so as to insure the preservation of quality and fitness of the work_ When directed by the Engineer, they shall be placed on wooden platforms or rother hard, clean durable surfaces and not on the ground, and shall be placed under cover when directed. Stored materials shall be placed and located so as to facilitate prompt inspection. rC5-5.14 EXISTING STRUCTURES AND UTILITIES: The location and dimensions shown on the plans relative to the existing utilities are based on the best information available. Omission from, the inclusion of utility locations on the Plans is not to be considered as nonexistence of, or a definite location of, existing underground utilities. The location of many gas mains, water mains, conduits, sewer lines and service lines for t C5-5 (5) all utilities, etc., is unknown to the Owner, and the Owner assumes no responsibility for failure to show any or all such structures and utilities on the plans or to show there in their exact location. It is mutually agreed that such failure will not be considered sufficient basis for claims for additional compensation for Extra Work or for increasing the pay quantities in any manner whatsoever, unless an obstruction encountered is such as to necessitate changes in the lines and grades of considerable magnitude or requires the building of special works, provision of which is not made in these Contract Documents, in which case the provision in these Contract Documents for Extra Work shall apply. It shall be the Contractor's responsibility to verify locations of the adjacent and/or conflicting utilities sufficiently in advance of construction in order that he may negotiate such local adjustments as necessary in the construction process to provide adequate clearances. The Contractor shall take all necessary precautions in order to protect all existing utilities, structures, and service lines. Verification of existing utilities, structures, and service lines shall include notification of all utility companies at least forty-eight (48) hours in advance of construction including exploratory excavation if necessary. All verification of utilities and their adjustment shall be considered subsidiary work. C5-5.15 INTERRUPTION OF SERVICE: a. Normal Prosecution: In the normal prosecution of work where the interruption of service is necessary, the Contractor, at least 24 hours in advance, shall be required to: 1. Notify the Water Department's Distribution Division as to location, time, and schedule of service interruption. 2. Notify each customer personally through responsible personnel as to the time and schedule of the interruption of their service, or 3. In the event that personal notification of a customer cannot be made, a prepared tag form shall be attached to the customer's door knob. The tag shall be durable in composition, and in large bold letters shall say: C5-5 (G) "NOTICE" Due to Utility Improvement in your neighborhood, your (water) (sewer) service will be interrupted on between the hours of and This inconvenience will be as short as possible. Thank You, Contractor Address Phone b. Emergency.. In the event that an unforeseen service interruption occurs, notice shall be as above,but immediate. C5-5.16 MUTUAL RESPONSIBILITY OF CONTRACTORS: If, through act or neglect on the part of the Contractor, or any other Contractor or any sub-contractor shall suffer loss or damage of the work, the Contractor agrees to settle with such other Contractor or sub-contractor by agreement or arbitration. If such other Contractor or sub- contractor shall assert any claim against the owner on account of damage alleged to have been sustained, the owner will notify the Contractor, who shall indemnify and save ! harmless the owner against any such claim. C5-5.17 CLEAN-UP: Clean-up of surplus and/or waste materials accumulated on the job site during the prosecution of the work under these Contract Documents shall be accomplished in keeping with a daily routine established to the satisfaction of the Engineer. Twenty-four (24) hours after written notice is given the Contractor that the clean-up on the job site is proceeding in a manner unsatisfactory to the Engineer, if the Contractor fails to correct the 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 the monies due or to become due to the Contractor. Upon the completion of the project as a whole as 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 materials and equipment in a bright, clean, polished and new appearing condition. No extra compensation will be made to the Contractor for any clean-up required on the project. , I" C5-5.18 FINAL INSPECTION: Whenever the work provided for in and contemplated under the Contract Documents has been satisfactorily completed and final clean-up performed, the Engineer will notify the proper officials of the Owner and request that a Final Inspection be made. Such inspection will be made within 10 days after such notification. After such final inspection, if the work and materials and equipment are found satisfactory, the Contractor will be notified in writing of the acceptance of the same after the proper resolution has been passed by the City Council. No time charge will be made against the Contractor between said date of notification of the Engineer and the date of final inspection of the work. P" MW C5-5 (8) '• 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 1► bodies having jurisdiction or authority for such enactment. No plea or misunderstanding or ignorance thereof will be considered. The Contractor and his Sureties shall indemnify and save harmless the City and all of its officers, agents, and employees against any and *' all claims or liability arising from or based on the violation of any such law, ordinance, regulation, or order,whether it be by himself or his employees. C6-6.2 PERMITS AND LICENSES: The Contractor shall procure all permits and licenses, pay all charges, costs and fees, and give all notices necessary and incident to the due and lawful prosecution of the work. C6-6.3 PATENTED DEVICES, MATERIALS, AND PROCESSES: If the Contractor is required or desires to use any design, device, material, or process covered by letter, patent, or copyright, he shall provide for such use by suitable legal agreement with the patentee or owner of such patent, letter, or copyrighted design. It is mutually agreed and understood that without exception the contract price shall include all royalties or cost arising from patents, trademarks, and copyrights 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 trade-mark or copyright in connection with the work agreed to be performed under these Contract Documents, and shall indemnify the Owner for any cost, expense, or damage which it may be obliged to pay by reason of such infringement at any time during the prosecution of the work or after completion of the work, provided, however, that the Owner will assume the responsibility to defend any and all suits brought for the infringement of any patent claimed to be infringed upon the design, type of construction or material or equipment specified in the Contract Documents furnished the Contractor by the Owner, and to hold the Contractor harmless on account of such suits. C6-6.4 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 constructed and maintained by the Contractor and their use shall be strictly enforced by + C6-6(1) Moll the Contractor. All 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 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 the property contiguous tot he work area. The Contractor shall make adequate provisions to render reasonable ingress and egress for normal vehicular traffic, except during actual trenching or pipe installation operations, at all driveway crossings. Such provisions may include bridging, placement or crushed stone or gravel or such other •-. means of providing proper ingress and egress for the property sewed by the driveway as the Engineer may approve as appropriate. Such other means may include the diversion of driveway traffic, with specific approval by the Engineer, If diversion of traffic is approved by the Engineer at any location, the Contractor may make arrangements satisfactory to the Engineer for the diversion of traffic, and shall, at his 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 construction of the work shall be placed so as not to endanger the work or prevent free access to all fire hydrants, Ere alarm boxes, police call boxes, water valves, 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 or materials furnished by the Owner or by the City shall be deducted from the 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 directed by the Engineer, shall keep any street, streets, or highways in condition for unobstructed use by fire apparatus. The Contractor shall promptly notify the Fire Department Headquarters when all such obstructed streets, alleys, or hydrants are placed back in service. Where the Contractor is required to construct temporary bridges or make other arrangements for crossing over ditches or streams, his responsibility for accidents in ~° connection with such crossings shall include the roadway approaches as well as the structures of such crossings. C6-6(2) r The Contractor shall at all times conduct his operation and use of construction machinery so as not to damage or destroy trees and scrubs 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 t 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 staked 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 railroad tracks, the work shall be 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 railroad, the City will secure the necessary easement for the work. Where the railroad tracks are to be crossed, the Contractor shall observe all the regulations and instructions of the railroad company as to the methods of performing the work and take all precautions for the safety of property and the public. Negotiations with the railway companies for the 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 compensation for such railway crossings unless specifically set forth in the Contract Documents. f" C6-6.8 BARRICADES, WARNINGS AND WATCHMEN: Where the work is 1 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 watchman, and shall take all such other precautionary measures for the protection of persons or property and of the work as are necessary. Barricades and fences shall be painted in a color that will be visible at night. From sunset to sunrise the Contractor shall furnish and maintain at least one easily visible burning light at each barricade. A sufficient number of barricades shall be erected and maintained to keep pedestrians away from, and vehicles from being driven on or into,any work under C6-6{3} 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 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 Highways", codified as Article 6701d Veron's Civil Statues, pertinent section being Section Nos. 27, 29, 30 and 31. 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 871-8075), to remove the sign. In case of regulatory signs, the Contractor must replace the permanent sign with a temporary sign meeting the requirements of the above referred manual and such temporary sign must be installed prior to the removal of the permanent sign. If the temporary sign is not installed correctly or if it does not meet the required specifications, the permanent sign shall be left in place until the temporary sign requirements are met. When construction work is completed to the extent that the permanent sign can be re-- ^' installed, the Contractor shall again contact the Signs and Markings Division to re-install the permanent sign and shall leave his temporary sign in place until such re-installation is completed. The Contractor will be held responsible foe all damage to the work or the public due to failure of barricades, signs, fences, lights, or watchmen to protect them. Whenever 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 salaries of watchmen, for the subsequent removal and disposal of such barricades, signs, or for any other incidentals necessary for the proper protection, safety, and convenience of the public during the contract period, as this work is considered to be subsidiary to the several items for which unit or lump sum prices are requested in the Proposal. C6-6.9 USE OF EXPLOSIVES, DROP WEIGHT, ETC_.: Should the Contractor elect to use explosives, drop weight, etc., in the prosecution of the work, the utmost 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 advance of the use of any C6-6(4) �. r activity which might damage or endanger their or his property along or adjacent to the work. . Where the use of explosives is to be permitted on the project, as specified in the Special Conditions Documents, or the use of explosives is requested, the Contractor shall submit notice to the Engineer in writing twenty-four hours prior to commencing and shall furnish evidence that he has insurance coverage to protect against any damages and/or injuries rarising out of such use of explosives. C5-5.10 WORK WITHIN EASEMENTS: Where the work passes over, through, or into private property, the Owner will provide such night-of-way or easement privileges, as the City may deem necessary for the prosecution of the work. Any additional rights-of-way or work area considered necessary by the Contractor shall be provided by him at his expense. Such additional rights-of-way or work area shall be acquired for the benefit of the City. The City shall be notified in writing as to the rights so acquired before work begins in the affected area. The Contractor shall not enter upon private property for any purpose without having previously obtained permission from the owner of such property. The Contractor will not be allowed to store equipment or material on private property unless and until the specified approval of the property owner has been secured in writing by the Contractor and a copy furnished to the Engineer. Unless specifically provided otherwise, the Contractor shall clear all rights-of-way or easements of obstructions which must be removed to make possible proper prosecution of the work as a part of the project construction operations. The Contractor shall be responsible for the preservation of and shall use every precaution to prevent damage to, all tress, shrubbery, plants, lawns, fences, culverts, curbing, and all other types of structures or improvements, to all water, sewer, and gas lines, to all conduits, overhead pole lines, or appurtenances thereof, including the construction of temporary fences and to all other public or private property adjacent to the work. The Contractor shall notify the proper representatives of the owners or occupants of the public or private lands of interest in lands which might be affected by the work. Such notice shall be made at least 48 hours in advance of the beginning of the work. Notices shall be applicable to both public and private utility companies or any corporation, company, individual, or other, either as owners or occupants, whose land or interest in land might be affected by the work. The Contractor shall be responsible for all damage or injury to property of any character resulting from any act, omission, neglect, or misconduct in the manner or method or execution of the work, or at any time due to defective work, material, or equipment. When and where any direct or indirect or injury is done to public or private property on account of any act, omission, neglect, or misconduct in the execution of the work, or in consequence of non-execution thereof on the part of the Contractor, he shall restore or rhave restored as his cost and expense such property to a condition at least equal to that existing before such damage or injury was done, by repairing, rebuilding, or otherwise r r C5-5(5) W replacing and restoring as may be directed by the Owner, or he shall make good such damages or injury in a manner acceptable to the owner of the property and the Engineer. All fences encountered and removed during construction of this project shall be restored to the original or a better than original condition upon completion of this project. When wire fencing, either wire mesh or barbed wire is to be crossed, the Contractor shall set cross brace posts on either side of the permanent easement before the fence is cut. Should additional fence cuts be necessary, the Contractor shall provide cross-braced posts at the point of the proposed cut in addition to the cross braced posts provided at the permanent easements limits, before the fence is cut. Temporary fencing shall be erected in place of the fencing removed whenever the work is not in progress and when the site is vacated overnight, and/or at all times to prevent livestock from entering the construction area. The cost for fence removal, temporary closures and replacement shall be subsidiary to the various items bid in the project proposal. Therefore, no separate payment shall be allowed for any service associated with this work. In case of failure on the part of the Contractor to restore such property or to make good such damage or injury, the Owner may, upon 48 hour written notice under ordinary circumstances, and without notice when a nuisance or hazardous condition results, proceed to repair, rebuild, or otherwise restore such property as may be determined by the Owner to be necessary, and the cost thereby will be deducted from any monies due to or to become due to the Contractor under this contract. C6.6.11 INDEPENDENT CONTRACTOR: It is understood and agreed by the MIR parties hereto that the Contractor shall perform all work and services hereunder as an independent contractor, and not as an officer, agent, servant, or employee of the Owner. Contractor shall have exclusive control of and exclusive right to control the details of all work and services performed hereunder, and all persons performing the same, and shall be solely responsible for the acts and omissions of its officers, agents, servants, employees, contractor, subcontractors, licensees and invitees. The doctrine of respondeat superior shall not apply as between Owner and Contractor, its officers, agents, employees, contractors and subcontractors, and nothing herein shall be construed as creating a partnership or joint enterprise between Owner and Contractor. C6-6.12 CONTRACTOR'S RESPONSIBILITY FOR DAMAGE CLAIMS: Contractor covenants and agrees to, and does hereby indemnify,hold harmless and defend Owner, its officers, agents, servants, and employees from and against any and all claims or suits for property damage or loss and/or personal injury, including death, to any and all persons, of whatsoever kind or character, whether real or asserted, arising out of or in connection with, directly or indirectly, the work and services to be performed hereunder by the Contractor, its officers, agents, employees, contractors, subcontractors, licensees or invitees, whether or not caused, in whole or in apart, by alleged negligence on the part of officers, agents, employees, contractors, subcontractors, licensees or invitees of the C6-6(6) �s Pa w Owner; and said Contractor does hereby covenant and agree to assume all liability and responsibility of Owner, its officers, agents, servants, and employees for property damage or loss, and/or personal injuries, including death, to any and all person of whatsoever kind or character, whether real or asserted, arising out of or in connection with, directly or r indirectly, the work and services to be performed hereunder by the Contractor, its officers, agents, employees, contractors, subcontractors, licensees or invitees, whether or not caused, in whole or in apart, by alleged negligence of officers, agents, employees, .� contractors, subcontractors, licensees or invitees of the Owner. Contractor likewise covenants and agrees to, and does hereby, indemnify and hold harmless Owner from and against any and all injuries, loss or damages to property of the Owner during the performance of any of the terms and conditions of this Contract, whether arising out of or in connection with or resulting from, in whole or in apart, any and all alleged acts of omission of officers, agents, employees, contractors, subcontractors, licensees, or invitees +� of the Owner. In the event a written claim for damages against the contractor or its subcontractors remains unsettled at the time all work on the project has been completed to the satisfaction of the Director of the Water Department, as evidenced by a final inspection, final payment to the Contractor shall not be recommended to the Director of the Water Department for a period of 30 days after the date of such final inspection, unless the Contractor shall submit written evidence satisfactory to the Director that the claim has been settled and a release has been obtained from the claimant involved. If the claims concerned remains unsettled as of the expiration of the above 30-day period, the Contractor may be deemed to be entitled to a semi-final payment for work completed, such semi-final payment to be in the amount equal to the total dollar amount then due less the dollar value of any written claims pending against the Contractor arising out of ,. performance of such work, and such semi-final payment may then be recommended by the Director. The Director shall not recommend final payment to a Contractor against whom such a claim for damages is outstanding for a period of six months fallowing the date of the acceptance of the work performed unless the Contractor submits evidence in writing satisfactory tot he Director that: I. The claim has been settled and a release has been obtained from the claimant involved, or 2. Good faith efforts have been made to settle such outstanding claims, and such good faith efforts have failed.. If condition (1) above is met at any time within the six month period, the Director shall recommend that the final payment to the Contractor be made. If condition (2) above is met at any time within the six month period, the Director may recommend that final payment to the Contractor be made. At the expiration of the six month period, the A C6-6(7) Director may recommend that final payment be made if all other work has been performed and all other obligations of the Contractor have been met to the satisfaction of • the Director. The Director may, if he deems it appropriate, refuse to accept bids on other Water 'R Department Contract work from a Contractor against whom a claim for damages is outstanding as a result of work performed under a City Contract. C6-6.13 CONTRACTOR'S CLAIM FOR DAMAGES: Should the Contractor claim compensation foe any alleged damage by reason of the acts or omissions of the Owner, he shall within three days after the actual sustaining of such alleged damage, make a written statement to the Engineer, setting out in detail the nature of the alleged damage, and on or before the 25`h day of the month succeeding that in which ant such damage is claimed to have been sustained, the Contractor shall file with the Engineer an itemized statement of the details and the amount of such alleged damage and, upon request, shall give the Engineer access to all books of account, receipts, vouchers, bills of lading, and other books or papers containing any evidence as to the amount of such alleged damage. Unless such statements shall be filed as hereinabove required, the Contractor's claim for compensation shall be waived, and he shall not be entitled to payment on account of such damages. C6-6.14 ADJUSTMENT OR RELOCATION OF PUBLIC UTILITIES,-ETC.: In case it is necessary to change, move, or alter in any manner the property of a public utility or others, the said property shall not be moved or interfered with until orders thereupon have been issued by the Engineer. The right is reserved to the owners of public utilities to enter the geographical limits of the Contract for the purpose of making such changes or repairs to the property that may be necessary by the performance of this Contract. C6-6.15 TEMPORARY SEWER AND DRAIN CONNECTIONS: When existing sewer lines have to be taken up or removed, the Contractor shall, at his own expense and cost, provide and maintain temporary outlets and connections for all private or public drains and sewers. The Contractor shall also take care of all sewage and drainage which will be received from these drains and sewers, and for this purpose he shall provide and maintain, at his own cost and expense, adequate pumping facilities and temporary outlets or divisions. The Contractor, at his own cost and expense, shall construct such troughs, pipes,or other structures necessary, and be prepared at all times to dispose of drainage and sewage received from these temporary connections until such times as the permanent connections ,W are built and are in service. The existing sewers and connections shall be kept in service and maintained under the Contract, except when specified or ordered to be abandoned by the Engineer. All water, sewage, and other waste shall be disposed of in a satisfactory .� manner so that no nuisance is created and so that the work under construction will be adequately protected. lwi C6-6(8) -141 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 snake complete and satisfactory arrangements with the Fort Worth City Water Department for so doing. City water furnished to the Contractor shall be delivered to the Contractor from a connection on an existing City main. All piping required beyond the point of delivery shall be installed by the Contractor at his own expense. The Contractor's responsibility in the use of all existing fire hydrant and/or valves is detailed in Section E2-1.2 USE OF FIRE HYDRANTS AND VALVES in these General Contract Documents. }� When meters are used to measure the water, the charges, if any, for water will be made at t the regular established rates. When meters are not used, the charges, if any, will be as prescribed by the City ordinance, or where no ordinances applies, payment shall be made on estimates and rates established by the Director of the Fort Worth Water Department. C 6-6.17 USE OF A SECTION OR PORTION OF THE WORK: Whenever, in the opinion of the Engineer, any section or portion of the work or any structure is in suitable condition, it may be put into use upon the written notice of the Engineer, and such usage shall not be held to be in any way an acceptance of said work or structure or any part thereof or as a waiver of any of the provisions of these Contract Documents. All necessary repairs and removals of any section of the work so put into use,due to defective materials or workmanship, equipment, or deficient operations on the part of the Contractor, shall be performed by the Contractor at his expense. C6-6.1$ CONTRACTOR'S RESPONSIBILITY FOR THE WORK: Until written acceptance by the Owner as provided for in these Contract Documents, the work shall be under the charge and care of the Contractor, and he shall take every necessary precaution to prevent injury or damage to the work or any part thereof by action of the elements or from any cause whatsoever, whether arising from the execution or nonexecution of the work. The Contractor shall rebuild, repair, restore, and snake good at his own expense all injuries or damage to any portion of the work occasioned by any of the hereinabove causes. C6-6.19 NO WAIVER OF LEGAL RIGHTS: Inspection by the Engineer or any order by the Owner by payment of money or any payment for or acceptance of any work, or any extension of time, or any possession taken by the City shall not operate as a waiver of any provision of the Contract Documents. Any waiver of any breach or Contract shall not be held to be a waiver of any other or subsequent breach. The Owner reserves the right to correct any error that may be discovered in any estimate that may have been paid and to adjust the same to meet the requirements of the Contract Documents. C6-6(9) C6-5.24 PERSONAL LIABILITY OF PUBLIC OFFICIALS: In carrying out the provisions of these Contract Documents or in exercising any power of authority granted thereunder, there shall be no liability upon the authorized representative of the Owner, either personally or other wise as they are agents and representatives of the City. C6-5.21 STATE SALES TAX: On a contract awarded by the City of Fort Worth, and organization which qualifies for exemption pursuant the provisions of Article 20.04 .i (H) of the Texas Limited Sales, Excise, and Use Tax Act, the Contractor may purchase, rent or lease all materials, supplies and equipment used or consumed in the performance of this contract by issuing to his supplier an exemption certificate in lieu of the tax, said -• exemption certificate to comply with State Comptroller's Luling .007. Any such exemption certificate issued to the Contractor in lieu of the tax shall be subject to and shall comply with the provision of State Comptroller's Ruling .411, and any other applicable State Comptroller's rulings pertaining to the Texas Limited Sales, Excise, and Use Tax Act. On a contract awarded by a developer for the construction of a publicly-owner improvement in a street right-of-way or other easement which has been dedicated to the public and the City of Fort Worth, an organization which qualifies for exemption pursuant the provisions of Article 20.04 (H) of the Texas Limited Sales, Excise, and Use Tax Act, the Contractor can probably be exempted in the same manner stated above. Texas Limited Sales, Excise, and Use Tax Act permits and information can be obtained from: Comptroller of Public Accounts Sales Tax Division Capitol Station Austin, TX rt C6-6(14) r PART C - GENERAL CONDITIONS ,r. C7-7 PROSECUTION AND PROGRESS SECTION C7-7 PROSECUTION AND PROGRESS: C7-7.1 SUBLETTING: The Contractor shall perform with his own organization, and with the assistance of workmen under his immediate superintendance, work of a value of not less than fifty (50%) percent of the value embraced on the contract. If the Contractor sublets any part of the work to be done under these Contract Documents, he will not under any circumstances be relieved of the responsibility and obligation assumed under these Contract Documents. All transactions of the Engineer will be with the Contractor. Subcontractors will be considered only in the capacity of employees or workmen of the Contractor and shall be subject tot he same requirements as to character and competency. The Owner will not recognize any subcontractor on the work. The Contractor shall at all times, when the work is in operation, be represented either in person or by a superintendent or other designated representatives. C7-7.2 ASSIGNMENT OF CONTRACT: The Contractor shall not assign, transfer, sublet, or otherwise dispose of the contract or his rights, title, or interest in or to the same or any part thereof without the previous consent of the Owner expressed by resolution of the City Council and concurred in by the Sureties. If the Contractor does, without such previous consent, assign, transfer, sublet, convey, or r otherwise dispose of the contract or his right, title, or interest therein or any part thereof, to any person or persons, partnership, company, firm, or corporation, or does by bankruptcy, voluntary or involuntary, or by assignment under the insolvency laws of any states, attempt to dispose of the contract may, at the option of the Owner be revoked and annulled, unless the Sureties shall successfully complete said contract, and in the event of any such revocation or annulment, any monies due or to become due under or by virtue of r said contract shall be retained by the Owner as liquidated damages for the reason that it would be impracticable and extremely difficult to fix the actual damages. C7-7.3 PROSECUTION OF THE WORK: Prior to beginning any construction operations, the Contractor shall submit to the Engineer in five or more copies, if requested by the Engineer, a progress schedule preferably in chart or diagram form, or a brief outlining in detail and step by step the manner of prosecuting the work and ordering materials and equipment which he expects to follow in order to complete the project in the scheduled time. There shall be submitted a table of estimated amounts to be earned by the Contractor during each monthly estimate period. The Contractor shall commence the work to be performed under this contract within the time limit stated in these Contract Documents and shall conduct the work in a continuous manner and with sufficient equipment, materials, and labor as is necessary to insure its completion within the time limit. C7-7(1) The sequence requested of all construction operations shall be at all times as specified in the Special Contract Documents. Any Deviation from such sequencing shall be submitted to the Engineer for his approval. Contractor shall not proceed with any deviation until he has received written approval from the Engineer. Such specification or approval by the Engineer shall not relieve the Contractor from full responsibility of the complete performance of the Contract. The contract time may be changed only as set forth in Section C7-7.8 EXTENSION OF TIME OF COMPLETION of this Agreement, and a progress schedule shall not constitute a change in the contract time. C7-7.4 LIMITATION OF OPERATIONS: The working operations shall at all times be conducted by the Contractor so as to create a minimum amount of inconvenience -� to the public. At any time when, in the judgment of the Engineer, the Contractor has obstructed or closed or is carrying on operations in a portion of a street or public way greater than is necessary for proper execution of the work, the Engineer may require the Contractor to finish the section on which operations are in progress before the work is commenced on any additional section or street. C7-7.5 CHARACTER OF WORKMEN AND EQUIPMENT: Local labor shall be used by the Contractor when it is available. The Contractor may bring from outside the City of Fort Worth his key men and his superintendent. All other workmen, including equipment operators, may be imported only after the local supply is exhausted. The Contractor shall employ only such superintendents, foremen, and workmen who are careful, competent, and fully qualified to perform the duties and tasks assigned to them, and the Engineer may demand and secure the summary dismissal of any person or persons employed by the Contractor in or about or on the work who, in the opinion of the Owner, shall misconduct himself or to be found to be incompetent, disrespectful, intemperate, dishonest, or otherwise objectionable or neglectful in the proper performance of his or their duties, or who neglect or refuses to comply with or carry out the direction of the ..& owner, and such person or persons shall not be employed again thereon without written consent of the Engineer. All workmen shall have sufficient skill, ability, and experience to properly perform the work assigned to them and operate any equipment necessary to properly carry out the performance of the assigned duties. The Contractor shall furnish and maintain on the work all such equipment as is considered to be necessary for the prosecution of the work in an acceptable manner and at a satisfactory rate of progress. All equipment, tools, and machinery used for handling materials and executing any part of the work shall be subject to the approval of the Engineer and shall be maintained in a satisfactory, safe and efficient working condition. Equipment on any portion of the work shall be such that no injury to the work. Workmen or adjacent property will result from its use. C7-7(2) „. C7-7.6 WORK SCHEDULE: Elapsed working days shall be computed starting with the first day of the work completed as defined in C1-1.23 "WORKING DAYS” or the date stipulated in the"WORK ORDER"for beginning work, whichever comes first. Nothing in these Contract Documents shall be construed as prohibiting the Contractor from working on Saturday, Sunday or Legal Holidays, providing that the following requirements are met: a. A request to work on a specific Saturday, Sunday or Legal Holiday must be made to the Engineer no later that the preceding Thursday. b. Any work to be done on the project on such a specific Saturday, Sunday or Legal Holiday must be, in the opinion of the Engineer, essential to the timely completion of the project. f The Engineer's decision shall be final in response to such a request for approval to work I on a specific Saturday, Sunday or Legal Holiday, and no extra compensation shall be allowed to the Contractor for any work performed on such a specific Saturday, Sunday or Legal Holiday. Calendar Days shall be defined in CI-1.24 and the Contractor may work as he so desires. C7-7.7 TIME OF COMMENCEMENT AND COMPLETION: The Contractor shall commence the working operations within the time specified in the Contract Documents and set forth in the Work Order. Failure to do so shall be considered by the owner as abandonment of the Contract by the Contractor and the Owner may proceed as he sees fit. The Contractor shall maintain a rate of progress such as will insure that the whole work will be performed and the premises cleaned up in accordance with the Contract Documents and within the time established in such documents and such extension of time as may be properly authorized. ( C7-7.8 EXTENSION OF TIME COMPLETION: The Contractor's request for an t extension of time of completion shall be considered only when the request for such extension is submitted in writing to the Engineer within seven days from and after the time alleged cause of delay shall occurred. Should an extension of the time of completion be requested such request will be forwarded to the City Council for approval. In adjusting the contract time for completion of work, consideration will be given to unforeseen causes beyond the control of and without the fault or negligence of the Contractor, fire, flood, tornadoes, epidemics, quarantine restrictions, strikes, embargoes, or delays of sub-contractors due to such causes. C7-7(3) ••r When the date of completion is based on a calendar day bid, a request for extension of time because of inclement weather will not be considered. A request for extension of time due to inability to obtain supplies and materials will be considered only when a review of the Contractor's purchase order dates and other pertinent data as requested by the Engineer indicates that the Contractor has made a bonafide attempt to secure delivery on schedule. This shall include efforts to obtain the supplies and materials from alternate sources in case the first source cannot make delivery. If satisfactory execution and completion of the contract should require work and materials in greater amounts or quantities than those set forth in the approved Contract Documents, then the contract time mat be increased by Change Order. C7-7.9 DELAYS: The Contractor shall receive no compensation for delays or hindrances to the work, except when direct and unavoidable extra cost to the Contractor -• is caused by the failure of the City to provide information or material, if any, which is to be furnished by the City. When such extra compensation is claimed, a written statement thereof shall be presented by the Contractor to the Engineer and if by the Engineer found correct, shall be approved and referred by the Engineer to the City Council for final approval or disapproval; and the action thereon by the City Council shall be final and binding. If delay is caused by specific orders given by the Engineer to stop work, or by the performance of extra work, or by the failure of the City to provide material or necessary instructions for carrying on the work,then such delay will entitle the Contractor to an equivalent extension of time, his application for shall, however, be subject to the approval of the City Council: and no such extension of time shall release the Contractor or the surety on his performance bond from all his obligations hereunder which shall remain in full force until the discharge of the contract. C7-7.10 TIME OF COMPLETION: The time of completion is an essential element of the Contract. Each bidder shall indicate in the appropriate place on the last page of the proposal, the number of working days or calendar days that he will require to fully complete this contract or the time of completion will be specified by the City in the proposal section of the Contract Documents. The number of days indicated shall be a realistic estimate of the time required to complete AM the work covered by the specific contract being bid upon. The amount of time so stated by the successful bidder or the City will become the time of completion specified in the Contract Documents. For each calendar day that any work shall remain uncompleted after the time specified in the Contract Documents, or increased time granted by the Owner, or as automatically "{ increased by additional work or materials ordered after the contract is signed, the sum per day given in the following schedule, unless otherwise specified in other parts of the Contract Documents, will be deducted from the monies due the Contractor, not as a penalty, but as liquidated damages suffered by the Owner. C7-7{4} r■ AMOUNT OF CONTRACT AMOUNT OF LIQUIDATED DAMAGES PER DAY r Less than $ 5,000 inclusive $ 35.00 $ 5,001 to $ 15,000 inclusive $ 45.04 $ 15,001 to $ 25,000 inclusive $ 63.00 $ 25,001 to $ 50,000 inclusive $ 105.00 $ 50,001 to $ 100,040 inclusive $ 154.00 $ 100,001 to $ 500,040 inclusive $ 21.0.00 $ 500,001 to $ 1,440,040 inclusive $ 315.00 $ 1,000,001 to $ 2,004,000 inclusive $ 420.40 $ 2,000,000 and over $ 630.00 r The parties hereto understand and agree that any harm to the City caused by the Contractor's delay in completing the work hereunder in the time specified by the Contract Documents would be incapable or very difficult to calculate due to lack of accurate information, and that the "Amount of Liquidated Damages Per Day", as set out above, is a reasonable forecast of just compensation due the City for harm caused by any delay. C7-7.11 SUSPENSION BY COURT ORDER: The Contractor shall suspend operations on such part or parts of the work ordered by any court, and will not be entitled to additional compensation by virtue of such court order. Neither will he be liable to the �.. City in the vent the work is suspended by a Court Order. Neither will the Owner be liable to the Contractor by virtue of any Court Order or action for which the Owner is not solely responsible. C7-7.12 TEMPORARY SUSPENSION: The Owner shall have the right to suspend the work operation wholly or in part for such period or periods of time as he may deem fW necessary due to unsuitable weather conditions or any other unsuitable conditions which in the opinion of the Owner or Engineer cause further prosecution of the work to be unsatisfactory or detrimental to the interest of the project. During temporary suspension of the work covered by this contract, for any reason, the Owner will make no extra payment for stand-by time of construction equipment and/or construction crews. r If it should become necessary to suspend work for an indefinite period, the Contractor shall store all materials in such manner that they will not obstruct or impede the public unnecessarily nor become damaged in any way, and he shall take every precaution to prevent damage or deterioration of the work performed; he shall provide suitable drainage about the work, and erect temporary structures where necessary. Should the Contractor not be able to complete a portion of the project due to causes beyond the control of and without the fault or negligence of the Contractor as set forth in Paragraph C7-7.8 EXTENSION OF THETIME OF COMPLETION, and should it be �"' C7-7(5) an determined by mutual consent of the Contractor and the Engineer that a solution to allow construction to proceed is not available within a reasonable period of time, then the Contractor may be reimbursed for the cost of moving his equipment off the job and returning the necessary equipment to the job when it is determined by the Engineer that construction may be resumed. Such reimbursement shall be based on actual cost to the low Contractor of moving the equipment and no profit will be allowed. No reimbursement shall be allowed if the equipment is moved to another construction project for the City of Fort Worth, The Contractor shall not suspend work without written notice from the Engineer and shall proceed with the work operations promptly when notified by the Engineer to so resume operations. C7-7.13 TERMINATION OF CONTRACT :DUE TO NATIONAL EMERGENCY. Whenever, because of National Emergency, so declared by the president of the United States or other lawful authority, it becomes impossible for the Contractor to obtain all of the necessary labor, materials, and equipment for the prosecution of the work with reasonable continuity for a period of two months, the Contractor shall within seven days �. notify the City in writing, giving a detailed statement of the efforts which have been made and listing all necessary items of labor, materials, and equipment not obtainable. If, after investigations, the owner finds that such conditions existing and that the inability of the Contractor to proceed is not attributable in whole or in part to the fault or neglect of the Contractor, than if the Owner cannot after reasonable effort assist the Contractor in procuring and making available the necessary labor, materials, and equipment within thirty days, the Contractor my request the owner to terminate the contract and the owner may comply with the request, and the termination shall be conditioned and based upon a final settlement mutually acceptable to both the Owner and the Contractor and final payment shall be made in accordance with the terms of the agreed settlement, which shall include. But not be limited to the payment for all work executed but not anticipated profits on work which has not been performed. C7-7.14 SUSPENSION OR ABANDONMENT OF THE WORK AND ANNULMENT OF THE CONTRACT: The work operations on all or any portion or section of the work under Contract shall be suspended immediately on written order of the Engineer or the Contract may be declared canceled by the City Council for any good and sufficient cause. The following, by way of example, but not of limitation, may be considered grounds for suspension or cancellation: a. Failure of the Contractor to commence work operations within the time specified in the Work Order issued by the Owner. b. Substantial evidence that progress of the work operations by the Contractor is insufficient to complete the work within the specified time. C7-7(6) "�' r C. Failure of the Contractor top rovide and maintain sufficient labor and equipment to properly execute the working operations. d. Substantial evidence that the Contractor has abandoned the work. r e. Substantial evidence that the Contractor has become insolvent or bankrupt, or otherwise financially unable to carry on the work satisfactorily. r f Failure on the part of the Contractor to observe any requirements of the Contract Documents or to comply with any orders given by the Engineer or Owner provided for in these Contract Documents. r g. Failure of the Contractor promptly to make good any defect in materials or - workmanship, or any defects of any nature the correction of which has r been directed in writing by the Engineer or the Owner. h. Substantial evidence of collusion for the purpose of illegally procuring a contract or perpetrating fraud on the City in the construction of work under contract. r i. A substantial indication that the Contractor has made an unauthorized assignment of the contract or any funds due therefrom for the benefit of r. any creditor or for any other purpose. j. If the Contractor shall for any cause whatsoever not carry on the working • operation in an acceptable manner. k. If the Contractor commences legal action against the Owner. r A Copy of the suspension order or action of the City Council shall be served on the Contractor's Sureties. When work is suspended for any cause or causes, or when the r contract is canceled, the Contractor shall discontinue the work or such part thereof as the owner shall designate, whereupon the Sureties may, at their option, assume the contract or that portion thereof which the Owner has ordered the Contractor to discontinue, and r may perform the same or may, with written consent of the owner, sublet the work or that portion of the work as taken over, provided however, that the Sureties shall exercise their := option, if at all, within two weeks after the written notice to discontinue the work has r been served upon the Contractor and upon the Sureties or their authorized agents. The Sureties, in such event shall assume the Contractor's place in all respects, and shall be paid by the Owner for all work performed by them in accordance with the terms of the r Contract Documents. All monies remaining due the Contractor at the time of this default shall thereupon become due and payable to the Sureties as the work progresses, subject to all of the terms of the Contract Documents. r r C7-7(7) 61 AM In case the Sureties do not, within the hereinabove specified time, exercise their right and option to assume the contract responsibilities, or that portion thereof which the Owner ou, has ordered the Contractor to discontinue, then the Owner shall have the power to complete, by contract or otherwise, as it may determine, the work herein described or such work thereof as it may deem necessary, and the Contractor hereto agrees that the am Owner shall have the right to take possession of and use any materials, plants, tools, equipment, supplies, and property of any kind provided by the Contractor for the purpose of carrying on the work and to procure other tools, equipment, materials, labor and Me property for the completion of the work, and to charge to the account of the Contractor of said contract expense for labor, materials, tools, equipment, and all expenses incidental thereto. The expense so charged shall be deducted by the owner from such monies as may *' be due or may become Niue at any time thereafter to the Contractor under and by virtue of the Contract or any part thereof. The Owner shall not be required to obtain the lowest bid for the work completing the contract, but the expense to be deducted shall be the actual cost of the owner of such work am In case such expenses shall exceed the amount which would have been payable under the Contract if the same had been completed by the Contract, then the Contractor and his Sureties shall pay the amount of such excess to the City on notice from the Owner of the MW excess due. When any particular part of the work is being carried on by the Owner by contract or otherwise under the provisions of this section, the Contractor shall continue the remainder of the work in conformity with the terms of the Contract Documents and in such a manner as to not hinder or interfere with the performance of the work by the Owner. C7-7.15 FULFILLMENT OF CONTRACT:The Contract will be considered as having been fulfilled, save as provided in any bond or bonds or by law, when all the work and all sections or parts of the project covered by the Contract Documents have been finished and completed, the final inspection made by the Engineer, and the final acceptance and final payment made by the Owner. d" C7-7.16 TERMINATION FOR CONVENIENCE OF THE OWNER: The performance of the work under this contract may be terminated by the Owner in whole, or from time to time in part, in accordance with this section, whenever the Owner MI shall determine that such tennination is in the best interest of the Owner. A. NOTICE OF TERMINATION: Any Termination shall be effected by mailing a notice of the termination to the Contractor specifying the extent to which performance of work under the contract is terminated, and the „5 date upon which such termination becomes effective. Receipt of the notice shall be deemed conclusively presumed and established when the letter is placed in the United States Postal Service Mail by the Owner. Further, it shall be deemed conclusively presumed and established that such termination is made with just cause as therein stated; and no proof in any C7-7(8) ^' r PW claim, demand or suit shall be required of the Owner regarding such discretionary action B. CONTRACTOR ACPION: After receipt of a notice of termination, r and except as otherwise directed by the Engineer, the Contractor shall: 1. Stop work under the contract on the date and to the extent �► specified in the notice of termination; 2, place no further orders or subcontracts for materials, services or facilities except as may be necessary for completion of such portion of the work under the contract " as is not terminated; J 3. terminate all orders and subcontracts to the extent that they relate to the performance of the work terminated by notice of termination; 4. transfer title to the Owner and deliver in the manner, at the times, and to the extent, if any, directed by the Engineer: a. the fabricated or unfabricated parts, work in progress, completed work, supplies and other material produced as a part of, or acquired in connection with the performance of, the work terminated by the notice of the termination; and b. The completed, or partially completed plans, drawings, information and other property which, if the contract had been completed, would have been required to be furnished to the Owner. 5. complete performance of such work as shall not have been terminated by the notice of termination; and 6. Take such action as may be necessary, or as the Engineer may direct, for the protection and preservation of the property related to its contract which is in the possession of the Contractor and in which the owner has or may acquire the rest. At a time not later than 30 days after the termination date specified in the notice of termination, the Contractor may submit to the Engineer a list, certified as to quantity and quality, of any or all items of termination inventory not previously disposed of, exclusive of items the disposition of C7-7(9) which has been directed or authorized by Engineer, Not later than 15 days thereafter, the owner shall accept title to such items provided, that the list submitted shall be subject to verification by the Engineer upon removal of the items or, if the items are stored, within 45 days from the date of submission of the list, and any necessary adjustments to correct the list as submitted, shall be made prior to final settlement. C. TERMINATION CLAIM: Within 60 days after the notice of termination, the Contractor shall submit his termination claim to the Engineer in the form and with the certification prescribed by the Engineer. Unless one or more extensions in writing are granted by the Owner upon request of the Contractor, made in writing within such 60-day period or authorized extension thereof, any and all such claims shall be conclusively deemed waived. D. AMOUNTS: Subject to the provisions of Item C7-7.1(C), the Contractor and the Owner may agree upon the whole or any part of the " amount or amounts to be paid to the Contractor by reason of the total or partial termination of the work pursuant hereto; provided, that such agreed amount or amounts shall never exceed the total contract price reduced by the amount of payments otherwise made and as further reduced by the contract price work not terminated. The contract shall be amended accordingly, and the Contractor shall be paid the agreed amount. No amount shall be due for lost or anticipated profits>Nothing in C7-7.16(E) hereafter, prescribing the amount to be paid to the Contractor by reason of MA the termination of work pursuant to this section, shall be deemed to limit, restrict or otherwise determine or affect the amount or amounts which may be agreed upon to be paid to the Contractor pursuant to this paragraph. M, E. FAILURE TO AGREE: In the event of the failure of the Contractor and the Owner to agree as provided in C7-7.16(D) upon the whole amount .. to be paid to the Contractor by reason of the termination of the work pursuant to this section, the Owner shall determine, on the basis of information available to it, the amount, if any, due to the Contractor by reason of the termination and shall pay to the Contractor the amounts determined. No amount shall be due for lost or anticipated profits. F. DEDUCTIONS: In arriving at the amount due the Contractor under this section there skull be deducted; 1. all unliquidated advance or other payments on account theretofore made to the Contractor, applicable to the terminated portion of this contract; MW C7-7(10) �. r M 2. any claim which the Owner may have against the Contractor in connection with this contract; and 3. the agreed price for, or the proceeds of the sale of, any materials, supplies or other things kept by the Contractor or sold, pursuant to the provisions of this clause, and not otherwise recovered by or credited to the Owner. G. ADJUSTMENT: If the termination hereunder be partial, prior to the settlement of the terminated portion of this contract, the Contractor may file with the Engineer a request in writing for an equitable adjustment of the price or prices specified in the contract relating to the continued portion of the contract (the portion not terminated by notice of termination), such equitable adjustment as may be agreed upon shall be made in such price or prices; noting contained herein, however, shall limit the right of the owner and the Contractor to agree upon the amount or 1� amounts to be paid tot he Contractor for the completion of the continued portion of the contract when said contract does not contain an established contract price for such continued portion. H. NO LIMITATION OF RIGHTS: Noting contained in this section shall limit or alter the rights which the Owner may have for termination of this contract under C7-7.14 hereof entitled "SUSPENSION OR ABANDONMENT OF THE WORK AND ANNULMENT OF CONTRACT" or any other right which the Owner may have for default or breach of contract by Contractor. 4 r C7-7,17 SAFETY METHODS AND PRACTICES: The Contractor shall be responsible for initiating, maintaining and supervising all safety precautions and programs in connection with the work at all times and shall assume all responsibilities for their enforcement. The Contractor shall comply with federal, state, and local laws, ordinances, and regulations so as to protect person and property from injury, including death, or damage in connection with the work. PA r C7-7(11) �I ;� :��'�. PART C - GENERAL CONDITIONS C8-8 MEASUREMENT AND PAYMENT r SECTION C8-8 MEASUREMENT AND PAYMENT C8-8.1 MEASUREMENT OF(QUANTITIES: The determination of quantities of r 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 r according to the United States Standard Measurements used in common practice, and will be the actual length, area, solid contents, numbers, and weights of the materials and item installed. C8-8.2 UNIT PRICES: When in the Proposal a "Unit Price" is set forth, the said "Unit Price" shall include the furnishing by the Contractor of all labor, tools, materials, machinery, equipment, appliances and appurtenances necessary for the construction of and the completion in a manner acceptable to the Engineer of all work to be done under these Contract Documents. The "Unit Price" shall include all permanent and temporary protection of overhead, r surface, and underground structures, cleanup, finishing costs, overhead expense, bond, insurance, patent fees, royalties, risk due to the elements and other clauses, delays, profits, injuries, damages claims, taxes, and all other items not specifically mentioned that may be required to fully construct each item of the work complete in place and in a satisfactory condition for operation. C8-8.3 LUMP SUM: When in the Proposal a "Lump Sum" is set forth, the said "Lump Sum" shall represent the total cost for the Contractor to furnish all labor, tools, materials, machinery, equipment, appurtenances, and all subsidiary work necessary for ■ the construction and completion of all the work to provide a complete and functional item as detailed in the Special Contract Documents and/or Plans. C8-8.4 SCOPE OF PAYMENT: The Contractor shall receive and accept the compensation as herein provided, in full payment for furnishing all labor, tools, materials, and incidentals for performing all work contemplated and embraced under these Contract Documents, for all loss and damage arising out of the nature of the work or from the action of the elements, for any unforeseen defects or obstructions which may arise or be encountered during the prosecution which may arise or be encountered during the prosecution of the work at any time before its final acceptance by the Owner, (except as provided in paragraph C5-5.I4) for all risks of whatever description connected with the prosecution of the work, for all expenses incurred by or in consequence of the suspension or discontinuance of such prosecution of the working operations as herein specified, or any and all infringements of patents, trademarks, copyrights, or other legal reservations, C8-8(1) r and for completing the work in an acceptable manner according to the terms of the Contract Documents. The payment of any current or partial estimate prior to the final acceptance of the work by the Owner shall in no way constitute an acknowledgment of the acceptance of the work, materials, or equipment, nor in any way prejudice or affect the obligations of the Contractor to repair, correct, renew, or replace at his own and proper expense any defects or imperfections in the construction or in the strength or quality of the material used or equipment or machinery furnished in or about the construction of the work under contract and its appurtenances, or any damage due or attributed to such defects, which defects, imperfections, or damage shall have been discovered on or before the final inspection and acceptance of the work or during the one year guaranty period after the final acceptance. The Owner shall be the sole judge of such defects, imperfections, or damage, and the Contractor shall be liable to the Owner for failure to correct the same as provided herein. C8-8.5 PARTIAL ESTIMATES AND RETAINAGE: Between the lit and the 5"' day of each month, the Contractor shall submit to the Engineer a statement showing an estimate of the value of the work done during the previous month, or estimate period under the Contract Documents. Not later than the 10'x` day of the month, the Engineer ,-, shall verify such estimate, and if it is found to be acceptable and the value of the work performed since the last partial payment was made exceeds one hundred dollars ($100.00) inn amount, 90% of such estimated sum will be paid to the Contractor if the total contract amount is less than $400,000.00, or 95% of such estimated sum will be paid to the Contractor if the total contract amount is $400,000.00 or greater, within twenty-five (25) days after the regular estimate period. The City will have the option of preparing estimates on forms furnished by the City. The partial estimates may include acceptable nonperishable materials delivered to the work which are to be incorporated into the work as a permanent part thereof, but which at the time of the estimate have not been installed (such payment will be allowed on a basis of 85% of the net invoice value thereof). The ' Contractor shall furnish the Engineer such information as he may request to aid him as a guide in the verification or the preparation of partial estimates. '^ It is understood that partial estimates from month to month will be approximate only, all partial monthly estimates and payment will be subject to correction in the estimate OR rendered following the discovery of an error in any previous estimate, and such estimate shall not, in any respect, be taken as an admission of the Owner of the amount of work 04 done or of its quantity of sufficiency, or as an acceptance of the work done or the release of the Contractor of any of his responsibilities under the Contract Documents. The City reserves the right to withhold the payment of any monthly estimate if the Contractor fails to perforin the work strictly in accordance with the specifications or provisions of this Contract. v C8-8(2) C i C8-8.6 WITHHOLDING PA"IENT: Payment on any estimate or estimates may be held in abeyance if the performance of the construction operations is not in accordance with the requirements of the Contract Documents. C8-8.7 FINAL ACCEPTANCE; Whenever the improvements provided for by the Contract Documents shall have been completed and all requirements of the Contract Documents shall have been fulfilled on the part of the Contractor, the Contractor shall �- notify the Engineer in writing that the improvements are ready for final inspection. The Engineer shall notify the appropriate officials of the Owner, will within a reasonable time make such final inspection, and if the work is satisfactory, in an acceptable condition, and I' has been completed in accordance with the terms of the Contract Documents and all approved modifications thereof, the Engineer will initiate the processing of the final estimate and recommend final acceptance of the project and final payment thereof as outlines in paragraph C8-8.8 below. C8-$_8 FINAL PAYMENT: Whenever all the improvements provided for by the Contract Documents and all approved modifications thereof shall have been completed and all requirements of the Contract Documents have been fulfilled on the part of the Contractor, a final estimate showing the value of the work will be prepared by the Engineer as soon as the necessary measurements, computations, and checks can be made. All prior estimates upon which payment has been made are subject to necessary corrections or revisions in the final payment. The amount of the final estimate, less previous payments and any sums that have been deducted or retained under the provisions of the Contract Documents, will be paid to the Contractor within 60 days after the final acceptance by the Owner on a proper resolution ,. of the City Council, provided the Contractor has furnished to the owner satisfactory evidence of compliance as follows: Prior to submission of the final estimate for payment, the Contractor shall execute an affidavit as fitmished by,the City, certifying that; A. all persons, firms, associations, corporations, or other organizations furnishing labor and/or materials have been paid in full, r 13. that the wage scale established by the City Council in the City of Fort Worth has been paid, and r C. that there are no claims pending for personal injury and/or property damages. The acceptance by the Contractor of the last or final payment as aforesaid shall operate as and shall release the owner from all claims or liabilities under the Contract for anything done or furnished or relating to the work under the Contract Documents or any act or neglect of said City relating to or connected with the Contract. C8-8(3) The making of the final payment by the Owner shall not relieve the Contractor of any guarantees or other requirements of the Contract Documents which specifically continue thereafter. C8-8.9 ADEQUACY OF DESIGN: It is understood that the Owner believes it has employed competent engineers and designers to prepare the Contract Documents and all modifications of the approved Contract Documents. It is, therefore, agreed that the Owner shall be responsible for the adequacy of its own design features, sufficiency of the Contract Documents, the safety of the structure, and the practicability of the operations of the completed project, provided the Contractor has complied with the requirements of the said Contract Documents, all approved modifications thereof, and additions and alterations thereof approved in writing by the Owner. The burden of proof of such compliance shall be upon the Contractor to show that he has complied with the Contract Documents, approved modifications thereof, and all alterations thereof. C8-8.10 GENERAL GUARANTY: Neither the final certificate of payment nor any provision in the Contract Documents nor partial or entire occupancy or use of the premises by the Owner shaII constitute an acceptance of the work not done in accordance with the Contract Documents or relieve the Contractor of liability in respect to any express warranties or responsibility for faulty materials or workmanship. The Contractor shall remedy any defects or damages in the work and pay for any damage to the other work resulting therefrom which shall appear within a period of one year from the date of -, final acceptance of the work unIesss a longer period is specified and shall furnish a good and sufficient maintenance bond in the amount of 100 percent of the amount of the contract which shall assure the performance of the general guaranty as above outlined. The Owner will give notice of observed defects with reasonable promptness. C8-8.11 SUBSIDIARY WORK: Any and all work specifically governed by documentary requirements for the project, such as conditions imposed by the Plans, the General Contract Documents.or these Special Contract Documents, in which no specific item for bid has been provided for in the Proposal, shall be considered as a subsidiary item of work, the cost of which shall be included in the price bid in the Proposal, for each bid item. Surface restoration, rock excavation and cleanup are general items of work which fall in the category of subsidiary work. C8-8.12 MISCELLANEOUS PLACEMENT OF MATERIAL: Material may be � allocated under various bid items in the Proposal to establish unit prices for miscellaneous placement of material. These materials shall be used only when directed by the Engineer, depending on field conditions. Payment for miscellaneous placement of material will be made for only that amount of material used, measured to the nearest one- tenth unit_ Payment for miscellaneous placement of material shall be in accordance with the General Contract Documents regardless of the actual amount used for the Project. C8-8.13 RECORD DOCUMENTS: The Contractor shall keep on record a copy of all specifications, plans, addenda, modifications, shop drawings and samples at the C8-8(4) site inood g order and annotated to show all changes made during the construction process. These shall be delivered to the Engineer uponcompletion of the work. C8-8(5) r r" PART CS SUPPLEMENTARY CONDITIONS .W r PART C I ~ SUPPLEMENTARY CONDITIONS TO PART C—GENERAL CONDITIONS r 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. CONTRACT DOCUMENTS: In Section C1-1.2 CONTRACT DOCUMENTS,delete Paragraph C1-1.213 SPECIAL CONTRACT DOCUMENTS and add the following: b. SPECIAL CON'T'RACT DOCUMEN'T'S: The Special Contract Documents are prepared for each specific project as a supplement to the General Contract Documents and include the following items: l PART A - NOTICE TO BIDDERS (Advertisement) White SPECIAL INSTRUCTION TO BIDDERS White PART B - PROPOSAL(Bid) White MIWBE BID SPECIFICATIONS Golden Rod PART C - GENERAL CONDITIONS Canary Yellow PART C1 - SUPPLEMENTARY CONDITIONS Green PART D - SPECIAL CONDITIONS Green TWDB SUPPLEMENTAL CONTRACT CONDITIONS Green PART E - TECHNICAL SPECIFICATIONS White PERMITS/EASEMENTS White PART F - BONDS AND INSURANCE White PART G - CONTRACT White PART H - PLANS/FIGURES White C. DIRECTOR OF TRANSPORTATION AND PTAILIC WORKS: Delete entire Paragraph C I- 1.17, and replace with the following: C1-1.17 DIRECTOR OF TRANSPORTATION AND PUBLIC WORDS:The officially appointed Director of the Transportation and Public Works Department of the City of Fort Worth,or his duly authorized representative, assistant, or agents. D. DIRECTOR OF ENGINEERING: Add the following paragraph after C1-1.17 and before C1-1.18: C1-1.17A DIRECTOR OF ENGINEERING:The officially appointed Director of the Department of Engineering of the City of Fort Worth,referred to in the charter as the City Engineer,or his duly authorized representative assistant,or agents. Paz" CI C1-I E. ENGINEER: Delete entire Paragraph CI-1.19,and replace with the following: a. The Director of the Fort Worth Department of Engineer, the Director of Fort Worth Transportation and Public Works Department,the Director of the Fort Worth Water Department, or their duly authorized assistants, agents,engineers, inspectors,or superintendents, acting within the scope of the particular duties entrusted to them. F. EXAMINATION OI� CONTRACT DOCUMENTS AND SITE OF PROJECT: In Section C2- 2.3, Paragraph 2, delete entirely and replace with the following: "A geotechnical investigation was performed at the project site and is included in Appendix A. The report is titled Eagle Mountain Raw Water Intake and Pump Station Improvements Project, dated May 2005 by Fugro Consultants LP. Neither the Owner nor the Engineer guarantee that the data shown in the report is representative of conditions which actually exist except for changes in site conditions caused by factors outside of the control of the Contractor which occur after the Contractor's inspection and prior to installation." G. Part C -General Conditions, Section C2-2 INTERPRETATION AND PREPARATION OF ,w PROPOSAL,Page C2-2 (4)exchange paragraphs C2-2.7,C2-2.8 and C2-2.9 with the following: C2-2.7 DELIVERY OF PROPOSAL: No proposal will be considered unless it is delivered, accompanied by its proper Bid Security, to the Purchasing Manager or his representative at the official location and stated time set forth in the "Notice to Bidders." It is the Bidder's sole responsibility to deliver the proposal at the proper time to the proper place. The mere fact that a proposal was dispatched will not be considered. The Bidders must have the proposal actually delivered. Each proposal shall be in a sealed envelope plainly marked with the word "PROPOSAL," and the name or description of the project as designated in the "Notice to Bidders." The envelope shall be addressed to the Purchasing Manager,City of Fort Worth Purchasing Division, P.O. Box 17027,Fort Worth,Texas 76102. C2-2.8 WITHDRAWING PROPOSALS: Proposals actually filed with the Purchasing Manager cannot be withdrawn prior to the time set for opening proposals. A request for non-consideration of a proposal must be made in writing, addressed to the City Manager, and filed with him prior to the time set for the opening of proposals. After ail proposals not requested for non-consideration �. are opened and publicly read aloud,the proposals for which non-consideration requests have been properly filed may,at the option of the Owner, be returned unopened. C2-2.9 TELEGRAPHIC MODIFICATION OF PROPOSALS: Any bidder may modify his proposal by telegraphic communication at any time prior to the time set for opening proposals, provided such telegraphic communication is received by the Purchasing Manager prior to the said proposal opening time, and provided further, that the City Manager is satisfied that a written and duly authenticated confirmation of such telegraphic communication over the signature of the bidder was mailed prior to the proposal opening time. If such confirmation is not received within forty-eight (48) hours after the proposal opening time, no further consideration will be given to the proposal rarl C1 Ci-2 H. MINORITYIWOMEN BUSINESS ENTERPRISE COMPLIANCE: Reference Part C(General Conditions), Section 0-3.2 Entitled "MINORITY BUSINESS ENTERPRISEIWOMEN-OWNED BUSINESS ENTERPRISE COMPLIANCE" shall be deleted in its entirety and replaced with the following: Upon request, Contractor agrees to provide to Owner complete and accurate information regarding actual work performed by a Minority Business Enterprise (MBE)and/or a Woman Business Enterprise(WBE)on the contract and payment therefore. Contractor further agrees to permit an audit and/or examination of any books,records or files in its possession that will substantiate the actual work performed by an MBE and/or WBE. The misrepresentation of facts (other than a negligent misrepresentation)and/or the commission of fraud by the Contractor will be grounds for termination of the contract and/or initiating action under appropriate federal, state or local laws or ordinances relating to false statements; further,any such misrepresentation(other than negligent misrepresentation)and/or commission of fraud will result in the Contractor being determined to be irresponsible and barred from participating in City work for a period of time of not less than thee(3)years. I. C3-3.5 AWARD OF CONTR.&CT is modified to read as follows: "The Owner reserves the right to withhold final action on the proposals for a reasonable time,not to exceed the period stat;for the duration of the Bid Security stated in the Notice to Bidders or 90 Clays, whichever is shorter." J. C3-3.7 BONDS CITY LET PROJECTS :Reference Part C, General Conditions, dated November 1, 1987; (City let projects)make the following revisions: 1.Page C3-3(3); the paragraph after paragraph C3-3.7d Other Bonds should be revised to read: In order for a surety to be acceptable to the City,the surety must(1) hold a certificate of authority from the United States secretary of the treasury to qualify as a surety on obligations permitted or required under federal law; or(2)have obtained reinsurance for any liability in excess of$100,000 from a reinsurer that is authorized and admitted as a reinsurer in the state of Texas and is the holder of a certificate of authority from the Untied States secretary of the treasury to qualify as a surety on obligations permitted or required under federal law. Satisfactory proof of any such reinsurance shall be provided to the City upon request. The City, t in its sole discretion,will determine the adequacy of the p7oof required herein. 2. Pg. C3-3(5) Paragraph C3-3.11 INSURANCE delete subparagraph"a. COMPENSATION INSURANCE". 3.Pg. C3-3(6),Paragraph C3-3.11 INSURANCE delete subparagraph"g. LOCAL AGENT FOR INSURANCE ANI]BONDING". r Para c i Cl-3 w K. INSURANCE. Change the following portions of C3-3.11 Insurance as shown below: 1. INSURANCE FOR SUBCONTRACTORS: At the end of the first paragraph of Section C3-3.11, after"and for all subcontractors", insert the following sentence: "The General Contractor may require all subcontractors to be insured and submit documentation ensuring that the requirements of C3-3.11 are met for all subcontractors. Failure of the OWNER to request required documentation shall not constitute a waiver of the insurance r,4 requirements specified herein. The Contractor' liability shall not be limited to the specified mounts of insurance required herein." 2. INSURANCE LIMITS. In Section C3-3.11, after the word "occurrence",add "laggregate". 3. COMPENSATION INSURANCE. Add the following to the end of Paragraph C3-3.1 I a: y" * "Worker's compensation insurance covering employees in the project site shall be endorsed with a waiver of subrogation providing rights of recovery in favor of the OWNER." 4. COMMERCIAL.GENERAL LIABILITY INSURANCE: In Paragraph C3-3.1 lb: Replace the word "Comprehensive" with "Commercial"Add the following to Paragraph C3-3.1 lb: "Certificates of insurance shall state that Insurance is on an "occurrence basis." �- Certificate shall also contain a statement that no exclusions by endorsement have been made to the Commercial General Liability Policy". 5. COMMERCIAL GENERAL LIABILITY(CGL)POLICY: Amend Paragraph C3-3.11c, Additional Liability by adding the following: a. Add the following to Section b CONTRATURAL LIABILITY: "The City, its offices, employees and servants shall be endorsed as additional insured on Contractor's insurance policies excepting employer's liability insurance coverage under Contractor's worker's compensation insurance policy. Contractor's insurance policies shall be endorsed to provide that such insurance is primary protection and any self- funded elffunded or commercial coverage maintained by the OWNER shall not be called upon to contribute to loss recovery." b. Add the following paragraph: "When required by the Contract documents, Environmental Impairment Liability Coverage must be provided in the limits of$1,000,000 per occurrence and $2,000,000 annual aggregate.The Environmental Impairment Liability(EIL) must contain coverage for sudden and accidental contamination or pollution, liability for gradual emissions,and clean-up costs. The EU_coverage shall include two year completed operations coverage on a per Project basis. A separate insurance policy may be needed to fulfill this requirement. ELI,for damages incurred in the course of transporting sludge shall be covered under the contractor's insurance policy(s)." Mb part C i Cl-4 PM Pft 6. AUTOMOBILE INSURANCE LIMITS: Revise Paragraph C3-3.1 ld so that the insurance limit are as follows: Bodily Injury $250,000 each person Bodily Injury $500,000 aggregate Property Damage $100,000 aggregate 7. PROOF OF CARRIAGE OF INSURANCE: revise paragraph C3-3.1 If by inserting the following after the first sentence: "Other than Worker's Compensation Insurance, in lieu of specified insurance, the City may consider alternative coverage or risk treatment measures through insurance pools or risk retention groups. The City must approve in ,. writing any alternative coverage." S. LOCAL AGENT FOR INSURANCE AND BONDING: For Paragraph C3-3.1 Ig, �. delete entire paragraph beginning"Local Agent for Insurance Bonding". 9. DEDUCTABLE LIMITS: Add the following Paragraph C3-3.1 l.g: "DEDUCTIBLE LIMITS. The deductible limits or self-funded retention limits, on each policy must not exceed $10,000 per occurrence unless otherwise approved by the City." r- 1.0. INSURANCE COMPANY: Add the following Paragraph C3-3.1 Lh: "INSURANCE COMPANY; The insurance company with whom the Contractor's insurance is written shall be authorized to do business in the State of Texas and shall have a current A.M. Best Rating of"AMI"or equivalent measure of financial strength and solvency." 11. NOTIFICATION: Add the following Paragraph C3-3.11.i: r "NOTIFICATION: During the lifetime of this contract, the Contractor shall notify the ENGINEER in writing,of any known loss occurrence that could give rise to a liability claim or lawsuit or which could result in a property loss." r 12. CANCELLATION: Add the following Paragraph C3-3.11 j: "CANCELLATION: Insurance shall be endorsed to provide the City with a minimum of thirty days notice of cancellation,non-renewal and/or material change in insurance policy terms or coverage. A minimum 10-day notice shall be acceptable in the event of non- payment of insurance premium to insurance company." 13. ADDITIONAL INSURANCE REQUIREMENTS: ,•� a. The City, its officers, employees and servants shall be endorsed as an additional insured on Contractor's insurance policies excepting employer's liability insurance coverage under Contractor's workers`compensation insurance policy. b. Certificates of insurance shall be delivered to the City of Fort Worth, contract administrator in the respective department as specified in the bid documents, 1000 Throckmorton Street, Fort Worth,Thi 76102,prior to commencement of work on the contracted project. Part C I CI-5 c. Any failure on part of the City to request required insurance documentation shall not constitute a waiver of the insurance requirements specified herein. d. Each insurance policy shall be endorsed to provide the City a minimum thirty days notice of cancellation, non-renewal, and/or material change in policy terms or coverage. A ten days notice shall be acceptable in the event of non-payment of premium. e. Insurers must be authorized to do business in the State of Texas and have a current A.M. Best rating of A: VII or equivalent measure of financial strength and solvency. f. Deductible limits, or self-funded retention limits, on each policy must not exceed $10,000:00 per occurrence unless otherwise approved by the City. g. Other than worker's compensation insurance, in lieu of traditional insurance, City may consider alternative coverage or risk treatment measures through insurance pools or risk retention groups. The City must approve in writing any alternative coverage. h. Workers' compensation insurance policy(s) covering employees employed on the project shall be endorsed with a waiver of subrogation providing rights of recovery in favor of the City. i. City shall not be responsible for the direct payment of insurance premium costs for contractor's insurance. j. Contractor's insurance policies shall each be endorsed to provide that such insurance is primary protection and any self-funded or commercial coverage maintained by City shall not be called upon to contribute to loss recovery. k. In the course of the project, Contractor shall report, in a timely manner, to City's officially designated contract administrator any known loss occurrence which could give -* rise to a liability claim or lawsuit or which could result in a property loss.. 1. Contractor's liability shall not be limited to the specified amounts of insurance m. Upon the request of City, Contractor shall provide complete copies of all insurance policies required by these contract documents. .y 10. CITY RESPONSIBILITIES: Add the following paragraph to the end of Section C3-3.11: "CITY RESPONSIBILITIES: The City shall not be responsible for direct payment of insurance premium costs for Contractor's Insurance." 15. ADDITIONAL INSURED All insurance policies for this project except Worker's Compensation shall be written :. with the City of Fort Worth,CH2M HILL,Inc., and Freese and Nichols,Inc. listed as additional insured. Part C! Cl-6 r L. WAGE RATES: Section C3-3.13 of the General Conditions is deleted and replaced with the following: (a) The contractor shall comply with all requirements of Chapter 2258,Texas Government Code, including the payment of not less than the rates determined by the City Council of the City of Fort Worth to be the prevailing wage rates in accordance with Chapter 2258,Texas Government Code. Such prevailing wage rates are included in these contract documents. (b)The contractor shall, for a period of three(3)years following the date of acceptance of the work, maintain records that show (i) the name and occupation of each worker employed by the contractor in the construction of the work provided for in this contract; and(ii) the actual per .• diem wages paid to each worker. These records shall be open at all reasonable hours for inspection by the City. The provisions of Section C4, L. Right to Audit(Rev. 9134102)pertain to this inspection. (c)The contractor shall include in its subcontracts and/or shall otherwise require all of its subcontractors to comply with paragraphs(a)and (b)above, (d) With each partial payment estimate or payroll period, whichever is less,an affidavit stating that the contractor has complied with the requirements of Chapter 2258,Texas Government Code. The contractor shall post the prevailing wake rates in a conspicuous place at the site of the project at all times. M. INCREASED OR DECREASEDQUANTITIES: part C-General Conditions, Section C4-4 SCOPE OF WORK, Page C 4-4(1),revise paragraph 04-4.3 INCREASED OR DECREASED QUANTITIES to read as follows: The Owner reserves the right to alter the quantities of the work to be performed or to extend or PW shorten the improvements at any time when and as found to be necessary, and the Contractor shall perform the work as altered, increased or decreased at the unit prices as established in the contract documents. No allowance will be made for any changes in lost or anticipated profits nor shal such Changes be considered as waiving or invalidating any coz7ditions or provisions of the Contract Documents. r, Variations in quantities of sanitary sewer pipes in depth categories shall be interpreted herein as applying to the overall quantities of sanitary sewer pipe in each pipe size but not to the various depth categories. N. LIMITATION OF INCIDENTAL,CHARGES(Reference C4-4.5c): The Contractor agrees that show I any change in the work of extra work be ordered, the following applicable percentage shall be added to Material and Labor Costs to cover overhead and profit. 1. Allowance to the Contractor for overhead and profit for extra work performed by the Contractor's own forces shall not exceed 15%, Part CI C1-7 A �f 2. Allowance to the Contractor for overhead and profit for extra work performed by a subcontractor and supervised by the Contractor shall not exceed 1€%. Contractor shall be reimbursed for direct field overhead when the change requires an extension of the Contract period. Contractor shall not be reimbursed for indirect overhead or indirect costs related to changes to this contract O, TESTING COSTS: Section 5-5.12, revise the first sentence to read as follows: "Where,as called for in the Contract Documents,tests of materials or equipment are necessary, such tests will be made at the expense of and paid for by the Contractor unless otherwise specifically provided for in the Technical Specifications." P. LAWS TO BE OBSERVED: Section C6-6.1,delete "or which may be enacted later". After the word "exist" add"at the time of the Contract or may be hereafter exist during the performance of the Contract." Q. BUILDING PERMITS: Paragraph C6-6.2 Insert the following at the end of the paragraph; .,. "Contractors are responsible for obtaining construction permits from the governing agencies. Contractor shall schedule all code inspections with the Code Inspection Department in accordance with the permit requirements and submit copy of updated schedule to the Engineer weekly. Plumbing, electrical and mechanical building permits are issued without charge. Water and sewer access fees will be paid by the Water Department. Any other permit fees are the responsibility of the Contractor." R. BARRICADES, WARNINGS AND FLAGMEN: In Paragraph C6-6.8,replace the word "watchmen"wherever in appears with the word "flagmen". In the first paragraph, lines five(5) and six(6),replace"take all such other precautionary measures with "take all reasonable necessary measures." S. CONTRACTOR'S RESPONSIBILITY FOR DAMAGE CLAIMS: Delete entire Paragraph C6- 6.12,and replace with the following: "C6-6.12 CONTRACTOR'S RESPONSIBILITY FOR DAMAGE CLAIMS: Contractor covenants and agrees to indemnify the City' Engineer and Architect, and their personnel at the project site for the Contractor's sole negligence. In addition, the Contractor covenants and agrees to indemnify,hold harmless and defend at its own expense,the Owner, its officers,agents, servants, and employees, from and against all claims or suits for property loss, property damage, personal injury, including death, arising out of or alleged to arise of, the work and services to be performed hereunder by the Contractor,its officers, agents, employees subcontractors, licensees or invitees, whether or not any such injury, damage or death is caused, in whole or in part,by the neglijeence of the Owner, its officers, apents,servants,or employees. Contractor likewise covenants and agrees to indemnify and hold harmless Owner from and against any and all-injuries to the Owner's officers, agents, servants,and employees, loss or destruction of property of the Owner arising form the performance of any of the terns and conditions of this Contract, whether or not any such injury or damage is caused, in whole or in Part, by the negligence or alleged negli:?enee ofthe_Owner, its officers, agents,servants, or employees. Part C! Cl-8 r In the event the Owner receives a written claim for damages against the Contractor or its subcontractors prior to final payment, final payment shall not be made until the Contractor either (a)submits to the Owner satisfactory evidence that the claim has peen settled and/or a release from the claimant involved,or(b)provides the Owner with a letter from the 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 PW public work from a Contractor against whom a claim for damages is outstanding as a result of work performed under a City Contract." r T. STATE SALES TAX I. Delete Paragraph C6-6.21 STATE SALES TAX in its entirety. 2. This contract is issued by an organization which qualifies for exemption pursuant to 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, 199I. 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 costs of labor,consumable material and other construction costs and costs of material incorporated into the project r construction prior to execution of this contract. 3. At the time of execution of the Contract Documents by the Contractor, the Contractor r shall complete the"Statement of Materials and Other Charges"which identifies the project costs anticipated in the Project into"Materials Incorporated into the Project"and "All Other Charges". The Contract shall be a`'Separated Contract". 4. The City of Fort Worth will issue appropriate Certificates of resale to the Contractor. r 5. All Change Orders to the Contract will separate charges for materials and labor and will contain the following statement: "For purposes of complying with Texas Tax Code, the Contractor agrees that the charges for material incorporated into the project in excess of the estimated quantity provided for herein will be no less than the invoice price for such material to the Contractor." r U. C8-8.4 SCOPE OF PAYMENT: Delete CS-8.4, Scope of Payment at page C8-8(1) is deleted in its entirety and replaced with the following: The Contractor shall receive and accept the compensation as herein provided, in full payment for furnishing all labor, tools, materials, and incidentals for performing all work contemplated and embraced under these Contract Documents, for all loss and damage arising out of the nature of the work or from the action of the elements, for any unforeseen defects or obstructions which may arise or be encountered during the prosecution which may arise or be encountered during the prosecution of the work at any time before its final acceptance by the Owner,(except as provided r in paragraph C5-5.14) for all risks of whatever description connected with the prosecution of the work, for all expenses incurred by or in consequence of the suspension or discontinuance of such prosecution of the working operations as herein specified, or any and all infringements of r patents, trademarks, copyrights, or other legal reservations, and for completing the work in an Part C! Cl-9 I acceptable manner according to the terms of the Contract Documents. The payment of any current or partial estimate prior to the final acceptance of the work by the Owner shall in no way constitute an acknowledgment of the acceptance of the work,materials,or equipment, nor in any way prejudice or affect the obligations of the Contractor to repair, correct, renew, or replace at his own and proper expense any defects or imperfections in the construction or in the strength or quality of the material used or equipment or machinery furnished in or about the construction of the work under contract and its appurtenances, or any damage due or attributed to such defects, which defects, imperfections, or damage shall have been discovered on s or before the final inspection and acceptance of the work or during the two (2) year guaranty period after the final acceptance. The Owner shall be the sole judge of such defects, imperfections, or damage, and the Contractor shall be liable to the Owner for failure to correct the same as provided herein. V. C8-8.5 PARTIAL ESTIMATES AND RETAINAGE: Page C8-8 (2), should be deleted in its entirety and replaced with the following: Partial pay estimates shall be submitted by the Contractor or prepared by the City on the 5th day and 28th day of each month that the work is in progress. The estimate shall be proceeded by the City on the 10th day and 25th day respectively. Estimates will be paid within 25 days following the end of the estimate period, less the appropriate retainage as set out below, Partial pay estimates may include acceptable nonperishable materials delivered to the work place which are to be incorporated into the work as a permanent part thereof, but which at the time of the pay estimate have not been so installed, I£ such materials are included within a pay estimate, payment shall be based upon 85%of the net voice value thereof. The Contractor will furnish the Engineer such information as may be reasonably requested to aid in the verification or the preparation of the pay estimate. For contracts of less than $400,000 at the time of execution, retainage shall be ten per cent (10%). For contracts of $400,000 or more at the time of execution, retainage shall be five percent(5%). Contractor shall pay subcontractors in accord with the subcontract agreement within five (5) lousiness days after receipt by Contractor of the payment by City. Contractor's failure to make the required payments to subcontractors will authorize the City to withhold future payments from _ the Contractor until compliance with this paragraph is accomplished. It is understood that the partial pay estimates will be approximate only, and all partial pay estimates and payment of same will be subject to correction in the estimate rendered following. the discovery of the mistake in any previous estimate. Partial payment by Owner for the amount of work done or of its quality or sufficiency or acceptance of the work done; shall not release the Contractor of any of its responsibilities under the Contract Documents. The City reserves the right to withhold the payment of any partial estimate if the Contractor fails to perform the work in strict accordance with the specifications or other provisions of this contract. Part CI Cl-l0 W. C8-8.10 GENERAL.GUARANTY: e - - D late C$ $.14,General Guaranty at page C8 8(4) is deleted in its entirety and replaced with the following: Neither the final certificate of payment nor any provision in the Contract Documents, nor partial or entire occupancy or use of the premises by the Owner shall constitute an acceptance of work not done in accordance with the Contract Documents or relieve the Contractor of liability in respect to any express warranties or responsibility for faulty materials or workmanship. The Contractor shall remedy any defects or damages in the work and pay for any damage to other I work or property resulting there from which shall appear within a period of two(2)years from the date of final acceptance of the work unless a longer period is specified and shall furnish a good and sufficient maintenance bond in the amount of 100 percent of the amount of the contract which shall assure the performance of the general guaranty as above outlined. The Owner will i give notice of observed defects with reasonable promptness, Any reference to any shorter period of time of warranty contained elsewhere within the specifications shall be resolved in favor of this specifications, it being the City's intent that the Contractor guarantee its work for a period of two (2) years following the date of acceptance of r. the project. X. RIGHT TO AUDIT: Part C -General Conditions,Section C8-8 MEASUREMENT AND PAYMENT,Page C8-8 (5),add the following: CS-8.14 RIGHT TO AUDIT: a. Contractor agrees that the City shall, until the expiration of three (3)years after final payment under this contract,have access to and the right to examine and photocopy any directly pertinent books,documents,papers and records of the Contractor involving transactions relating to this contract. Contractor agrees that the City shall have access during normal working hours to all necessary Contractor facilities and shall be provided adequate and appropriate work space in order to conduct audits in compliance with the provisions of this section. The City shall give contractor reasonable advance notice of rintended audits. b. Contractor further agrees to include in all its subcontracts hereunder a provision to the effect that the subcontractor agrees that the City shall, until the expiration of three (3) years after final payment under the subcontract,have access to and the right to examine and photocopy any directly pertinent books,documents,papers and records of such 1 subcontractor, involving transactions to the subcontract, and further, that City shall have access during normal working hours to all subcontractor facilities, and shall be provided adequate and appropriate work space,in order to conduct audits in compliance with the provisions of this article. City shall give subcontractor reasonable advance notice of intended audits. Parc C t c1-11 C. Contractor and subcontractor agree to photocopy such documents as may be requested by the City. The City agrees to reimburse the Contractor for the cost of copies as follows: 1. 50 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. Y. SCHEDULE OF COSTS: Add the following to Section C8-8. C8-8.15 SCHEDULE COSTS: Following the completion of all work on the Project and prior to � submittal of a request for final payment, the Contractor shall provide a Schedule of Costs to City for approval which lists all equipment systems,structures,building electrical and HVAC systems, overhead and project related costs. The items will be grouped into categories using the -� Owner's list of category codes which will be provided by the Owner at the Preconstruction Conference. The Schedule of Costs will be used by the City as input to the Capital Assets System, and will not be considered in preparation of modifications to the Contract. Costs associated with the preparation and processing of this schedule of costs shall be subsidiary to the price bid. The Contractor will also provide a projected payment schedule tied to the project schedule and the schedule of values which projects the monthly payments through the end of the Project. The rr Payment schedule roust be submitted along with the first request for payment. This information I� is necessary to arrange financing of the Project by the City. END OF SECTION Part C1 CI-12 I PAIN D * SPECIAL CONDITIONS x 5l . . , ? ,WK. r City of Fort Worth Eagle Mountain Raw Water Pump station Improvements ON PART D SPECIAL CONDITIONS .s This Part D — Special Conditions is complimentary to Part C — General Conditions and Part Cl — Supplementary Conditions to Part C of the Contract. Anything contained in this.Part D that is additive to any provision in Part C—General Conditions and part C I —Supplementary Conditions to Part C of the Contract are to be read together. Any conflict between Part C — General Conditions and Part Cl — Supplementary Conditions of the Contract and this Part D, Part D shall control. FOR.- EAGLE MOUNTAIN RAW WATER PUMP STATION IMPROVEMENTS PROJECT NO. P164-060164052004 D-1 GENERAL The order or precedence in case of conflicts or discrepancies between various parts of the Contract Documents subject to the ruling of the Engineer shall generally, but not necessarily, follow the guidelines listed below: 1. Plans 2. Contract Documents 3. Special Conditions The following Special Conditions shall be applicable to this project 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 two(2)years from date of final acceptance of this project by the City of Fort Worth and will be required to replace at his expense any part or all of this project which becomes defective due to these causes. Subject to modifications as herein contained,the Fort Worth Water Department's General Contract Documents and General Specifications,with latest revisions,are made a part of the General Contract Documents for this project. The Plans,these Special Contract Documents and the rules,regulations, requirements,instructions, drawings or details referred to by manufacturers name,or identification include therein as specifying,referring or implying product control, performance, quality, or other shall be binding upon the contractor. The specifications and drawings shall be considered cooperative;therefore,work or material called for by one and not shown or mentioned in the other shall be accomplished or furnished in a faithful manner as though required r* by all. Any Contractor performing any work on Fort Worth water or sanitary sewer facilities must be pre-qualified with the Water Department to perform such work in accordance with procedures described in the current Fort Worth Water Department General Specifications,which general specifications shall govern performance of all such work. t~ Pan D Special Conditions_PS.doc D-1 07/11105 City of Fort Worth Eagle Mountain Raw Water Pump Station Improvements This contract and project, where applicable, may also be governed by the two following published T 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-NORT'H CENTRAL TEXAS —' Any conflict between these contract documents and the above 2 publications shall be resolved in favor of these contract documents. -- A copy of either of these specifications nnay be purchased at the office of the Transportation and Public Works Director, 1000 Throckmorton Street, 2nd Floor, Municipal Building, Fort Worth, Texas 76102. The specifications applicable to each pay item are indicated by the call-out for the pay item by the designer. If not shown,then applicable published specifications in either of these documents may be followed at the discretion of the Contractor. General Provisions shall be those of the Fort Worth document rather than Division 1 of the North Central Texas document. Bidders shall not separate, detach or remove any portion, segment or sheets from the contract document at any time. Failure to aid 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. D-2 LOCATION AND DESCRIPTION OF PROJECT The Eagle Mountain Raw Water Pump station is located at the southern edge of Eagle Mountain Lake on the southeast side of the damn. This Contract consists of the furnishing of all the material,equipment, labor and supervision necessary for the construction of the Eagle Mountain Raw Water Pump Station as shown on the plans and as described herein. The Eagle Mountain Raw Watcr Pump Station consists of an existing pump station constructed in 1992 that is equipped to deliver 70-mgd to the Eagle Mountain Water Treatment Plant. This project will construct a new pump station equipped to deliver an additional 35-mgd with space for additional pumps that can deliver a total future capacity of 150-mgd from the new pump station. The scope of work for this project, presented in greater detail in Section 01010, includes construction of a pump station building equipped with two 30-mgd constant speed pumps; and a electrical room,electrical substation, 90-inch suction piping, 72-inch discharge piping, site grading and paving. D-3 CONTRACTOR COMPLIANCE WITH WORKER'S COMPENSATION LAW A. Definitions: 1. Certification of coverage("certificate"). A copy of a certificate of insurance,a certificate of authority to self-insure issued by the commission,or a coverage agreement(TWCC-81,TWCC-82,TWCC-83, or TWCC-84),showing statutory workers'compensation insurance coverage for the person's or entity's employees providing services on a project, for the duration of the project. 2. Duration of the project - includes the time from the beginning of the work on the project until the contractor's/person's work on the project has been completed and accepted by the governmental entity. Part D Special Conditions_PS.doc D-2 07/11/05 City of Furl W"n; Eagle Mountain Raw Water Pump Station Improvemenls 3. Persons providing services on the project ("subcontractor" in §406.095)- includes all persons or +� entities performing all or part of the services the contractor has undertaken to perform on the project, regardless of whether that person contracted directly with the contractor and regardless of whether that person has employees. This includes, without limitation, independent contractors, subcontractors, .. leasing companies,motor carriers,owner operators,employees of any such entity,or employees of any entity which furnishes persons to provide services on the project. "Services" include, without limitation,providing,hauling,or delivering equipment or materials,or providing labor,transportation, or other services related to a project. "Services"does not include activities unrelated to the project, such as food/beverage vendors, office supply deliveries, and delivery of portable toilets. S. The Contractor shall provide coverage,based on proper reporting of classification codes and payroll amounts and filing of any cove-age agreements, which meets the statutory requirements of Texas i.,abor Cone,Section 401.011(44)or all employees of the Contractor providing services on the project, for the duration of the project. C. The Contractor must provide a certificate of coverage to the governmental entity prior to being warded the contract. D. If the coverage period shown on the contractor's current certificate of coverage ends during the duration of the project, the contractor must, prior to the end of the coverage period, file a new •• certificate of coverage with the governmental entity showing that coverage has been extended. F. The Contractor shall obtain from each person providing services on a project, and provide the ,., governmental entity: 1. A certificate of coverage, prior to that person beginning work on the project, so the governmental entity will have on file certificates of coverage showing coverage for all persons providing services on the project; and 2. No later than seven days after receipt by the contractor, a new certificate of coverage showing .� extension of coverage,if the coverage period shown on the current certificate of coverage ends during the duration of the project. F. The contractor shall retain all required certificates of coverage for the duration of the project and for one year thereafter. r G. The contractor shall notify the governmental entity in writing by certified mail or personal delivery, within ten (10)days after the Contractor knew or should have known„of any change that materially affects the provision of coverage of any person providing services on the project. H. The contractor shall post on each project site a notice, in the text,form and manner prescribed by the Texas Worker's Compensation Commission, informing all persons providing services on the project that they are required to be covered,and stating how a person may verify coverage and report lack of coverage. r Part D Special CondiLions_PS.doc D-3 07/1 1/05 City of Fon Worth Cagle Mountain Raw Water Pump station lmprovement_s 1. The contractor shall contractually require each person with whom it contracts to provide services on a project, to: I. Provide coverage,based on proper reporting on classification codes and payroll amounts and filing of any coverage agreements, which meets the statutory requirements of Texas Labor Code, Section 401.011(44)for all of its employees providing services on the project,for the duration of the project; 2. Provide to the Contractor,prior to that person beginning work on the project,a certificate of coverage showing that coverage is being provided for all employees of the person providing services on the project, for the duration of the project; 3. Provide the Contractor,prior to the end of the coverage period,a new certificate of coverage showing extension of coverage,if the coverage period shown on the current certificate of coverage ends during the duration of the project; 4, Obtain from each other person with whom it contracts,and provide to the Contractor: a.) A certificate of coverage,prior to the other person beginning work on the project; and b.) A new certificate of coverage showing extension of coverage,prior to the end of the coverage period, if the coverage period shown on the current certificate of coverage ends during the duration of the project. 5. Retain all required certificates of coverage on file for the duration of the project and for one year -- thereafter. b. Notify the governmental entity in writing by certified mail or personal delivery, within ten (10)days after the person knew or should have known, of any change that materially affects the provision of coverage of any person providing services on the project; and 7. Contractually require each person with whom it contracts, to perform as required by paragraphs (1)-(7), with the certificates of coverage to be provided to the person for whom they are providing services. 8. By signing this contract or providing or causing to be provided a certificate of coverage,the contractor is representing to the governmental entity that all employees of the contractor who will provide services on the project will be covered by worker's compensation coverage for the duration of the project, that the coverage will be based on proper reporting of classification codes and payroll amounts,and that all coverage agreements will be filed with the appropriate insurance carrier or,in the case of a self-insured,with the commission's Division of Self-Insurance Regulation. Providing false or misleading information may subject the contractor to administrative,criminal,civil penalties or other civil actions. 9. The contractor's failure to comply with any of these provisions is a breach of contract by the contractor which entitles the governmental entity to declare the contract void if the contractor does not remedy the breach within ten days after receipt of notice of breach from the governmental entity. Pari D Special Conditions_PS.doe D-4 07/11/05 City ofFort Worth Eagle Mountain Raw water Pump Station Improvements r 1 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 r 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 veri fy whether your employer has provided the required coverage,or to report an employer's failure to provide coverage". D-4 PROJECT DESIGNATION SIGNS A project sign is required for this project. It shall be in accordance with the attached Figure 30A presented at the end of the Special Conditions. The Fort Worth symbol shall be modified to reflect the City's current symbol. The signs may be mounted on skids or posts. The Engineer shall approve the exact locations and methods of mounting. In addition to the 4'x 8'project signs,project signs shall be attached to barricades used where manhole rehabilitation or replacement is being conducted. Signs suspended from barricading shall be R. 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 V-0"by 2'-0"in size. The information box shall have the following information; Eagle Mountain Raw Water Pump Station Improvements Project No: P164-060164052004 For Questions on this Project Call: (817) 871-8306 M-F 7:30 am to 4:30 p.m. or (817)$71-8300 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. t r Part D Special Conditions-PSA- D-5 07/11/05 City of Fort Worth Eagle Mountain Raw Water Pump Station Improvements D-5 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 be paid(see attached wage rates). When two or more wage rate scales are shown and wage rates shown in specific classifications are in conflict,the higher wage will be used. •-+ D-6 EXISTING UTILITIES AND IMPROVEMENTS The plans show the locations of all known surface and subsurface structures. However,the Owner assumes no responsibility for failure to show any or all of these structures on the Plans, or to show them in their exact location. It is mutually agreed that such failure shall not be considered sufficient basis for claims for additional compensation for extra work or for increasing the pay quantities in any manner whatsoever. The Contractor shall be responsible for verifying the locations of and protecting all existing utilities,service lines,or other property exposed by his construction operations. Contractor shall make all necessary provisions for the support, protection, relocation, and/or temporary relocation of all utility poles, gas lines, telephone cables,utility services,water mains,sanitary sewer lines,electrical cables,drainage pipes,and all other utilities and structures both above and below ground during construction. The Contractor is liable for all damages done to such existing facilities as a result of his operations and any and all cost incurred for the protection and/or temporary relocation of such facilities are deemed subsidiary work and the cost of same and shall be included in the cost bid per linear foot of pipe installed. NO ADDITIONAL COMPENSATION WILL BE ALLOWED. Where existing utilities or service lines are cut,broken or damaged the Contractor shall replace or repair the utilities or service lines with the same type of original material and construction, or better, unless otherwise shown or noted on the plans,at his own cost and expense. The Contractor shall immediately notify the Owner of the damaged utility or service line. He shall cooperate with the Owners of all utilities to locate existing underground facilities and notify the Engineer of any conflicts in grades and alignment. Any and all permanent structures such as parking lot surface, fencing,and like structures on either public or private property shall be replaced at no cost to the City by material of equal value and quality as that damaged. In case it is necessary to change or move the property of any owner of a public utility,such property shall not be moved or interfered with until ordered to do so by the Engineer. The right is reserved to the owner of public utilities to enter upon the limits of the project for the purpose of making such changes or repairs of their property that may be made necessary by performance of this contract. The utility lines and conduits shown on the plans are for information only and are not guaranteed by the City of the Engineer to be accurate as to extent, location, and depth; they are shown on the plans as the best information available at the time of design,from the owners of the utilities involved and from evidences found -' on the ground. Part D Special Conditions_PS.doc D-6 07/11/05 �' r City or Fon Wcmh Eagle Mountain Raw Water Pump Station Improvements # D-7 EXPLORATORY EXCAVATIONS In addition to those areas as may be designated on the Drawings,it shall be the Contractor's responsibility to excavate and locate existing utilities which may affect construction of the facilities. All exploratory * excavations shall occur for enough in advance to permit any necessary relocation to be made with minimum delay. All costs incurred by the Contractor in making exploratory excavations shall be considered to be included in the total price bid for the project. D-8 SUBSTITUTIONS PM 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 tr bearing the name so used is furnished, it will be approvable, as the particular trade name was used for the purpose of establishing a standard of quality acceptable to the City. If a product of any other name is proposed for use, the Engineer's approval thereof must be obtained before the Contractor procures the proposed substitute. Where the term"or equal",or"or approved equal"is not used in the specifications,this does not necessarily exclude alternative items or material or equipment which may accomplish the intended purpose. However,the Contractor shall have the full responsibility of proving that the proposed substitution is,in fact, I 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-9 DISPOSAL OF SPOIL/FILL MATERIAL f, 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 P material until the proposed sites have been determined by the Administrator to meet the requirements of the Flood Plain Ordinances of the City of Fort Worth(Ordinance No. 10056). All disposal sites must be approved by the Administrator to ensure that filling is not occurring within a floodplain without a permit. A floodplain permit can be issued upon approval of necessary Engineering studies. No fill permit is required if disposal sites are not in a floodplain. Approval of the Contractor's disposal sites shall be evidenced by a letter signed by the Administrator stating that the site is not in a known flood plain or by a Flood Plain Fill Permit authorizing fill within the flood plain. Any expenses associated with obtaining the fill permit,including any necessary Engineering studies,shall be at the Contractor's expense. In the event that the Contractor disposes of spoil/fill material at a site without a fill permit or a letter from the administrator approving the disposal site,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-10 TEMPORARY SOIL 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 by the Engineer and they shall not include measures taken by the Contractor to control conditions created b his construction operations. The temporary measures shall include dikes,dams,berms,se iment ins,ter ■' Part D Special Conditions PS-doc D-7o t �': 4 City of Fort Worth Eagle Mountain Raw Water Pump Station Improveinems mats,jute netting,temporary seeding,straw mulch,asphalt mulch,plastic liners,rubble Iiners,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 contarrlination of adjacent streams, other water courses, lakes, ponds or other areas of water impoundment. Such work may involve the ..� construction of temporary berms, dikes, dams, sediment basins, slope drains and use of temporary mulches, mats, seeding, or other control devices or methods directed by the Engineer as necessary to control soil erosion. Temporary pollution-control measures shall be used to prevent or correct erosion that may develop during construction prior to installation of permanent pollution control features,but are not associated with permanent control features on the project. The Engineer will limit the area of preparing right-of-way, clearing and grubbing, excavation and borrow to be proportional to the Contractor's capability and progress in keeping the finish grading, mulching, seeding, and other such permanent pollution-control measures current in accordance with the accepted schedule. Should seasonal conditions make such limitations unrealistic,temporary soil-erasion-control measures shall be performed as directed by the Engineer. I. 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. Frequent fordings of live streams will not be permitted; therefore, temporary bridges or other structures shall be used wherever an appreciable number of stream crossings are necessary. Unless otherwise approved in writing by the Engineer, mechanized equipment shall not be operated in live streams. 3. Vv'hen 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. 4. 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 o4f the finished work. 5. The Contractor shall take sufficient precautions to prevent pollution of streams, lakes and reservoirs with fuels,oils,bitumen,calcium chloride or other harmful materials. He shall conduct and schedule his operations so as to avoid or minimize siltation of streams, lakes and reservoirs and to avoid interference with movement of migratory fish. 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. Part D Special Conditions_PS.doe D'-8 07111A)5 '� r City of Fort Worth Eagle Mountain Raw Watcr Pump Station Improvements on D-11 UTILITIES The Contractor shall at his expense provide all utility services,including water,electricity,gas,telephone, etc.,as may be required by him and during the construction and testing period. The City may be able to make provisions for connections to the existing utilities provided that adequate service is available at appropriate points within the plant site; however,the Contractor shall make all necessary arrangements, furnish materials,and perform all labor and services for connections and metering. For utility services received by connections to utility lines owned by the City within the plant,the Contractor will be billed by the City each month. D-12 SUBSIDIARY WORK Any and all work specifically governed by documentary requirements for the project,such as conditions imposed by Plans,the General Contract Documents or these Special Contract Documents, in which no specific item for bid has been provided for in the proposal,shall be considered as a subsidiary item of work,the cost of which shall be included in the price bid in the Proposal for each bid item. Surface restoration and cleanup are general items of work which fall in the category of subsidiary work. D-13 RIGHT OF ACCESS P. Representatives of the Texas Commission on Environmental Quality(TCEQ), Occupational Safety and Health Administration (OSHA),and City Code Inspectors shall have access to the project wherever and whenever it is in preparation or progress,and the Contractor shall provide proper facilities for such access. P- D-14 OSHA STANDARDS All work perfortned under this contract shall meet (lie requirements of the Occupational Safety and Health Administration(OSHA), r, It is the responsibility of the Contractor to become familiar with the provisions of regulations published by the OSHA in the Federal Register and to perforin all of the responsibilities thereunder. It is the Contractor's responsibility to see that the project is constructed in accordance with OSHA regulations and to indemnify and save harmless the City from any penalties resulting form the Contractor's failure to so perform. On D-15 TIME OF COMPLETION The Owner desires that all work under this contract be completed, in total,within 690 Calendar Days. Interim completion dates for various facilities shall be met and are described in Section 01040.Liquidated damages will be assessed the Contractor for failure to complete necessary work to meet these interim completion dates. Substantial Completion of the project shall be defined as completion of all structures,pipelines, and equipment, including electrical and instrumentation. Equipment shall have been installed, tested, and r+ commissioned with approval by the Owner and Engineer, allowing the new pump station to deliver 35 million gallons per day(mgd)of raw water to the Eagle Mountain Water Treatment Plant. The new pump station shall be capable of remote control operation of the two pumps. Substantial Completion shall be met within 516 calendar days from notice to proceed. 'm Part D Special Conditions_PS.doc D-9 0711 1105 City of Fort'Worth Eagle Mountain Raw Water Pump Station Improvements The time period between Substantial Completion and Final Completion shall be scheduled for completing ancillary items which have no impact on the delivery of raw water such as finish grading and paving, painting, and architectural finish work_ The 30-day pump testing and PICS Performance Acceptance Test may be performed after Substantial Completion. In the event the Contractor fails to meet the Substantial Completion date of the Project, the Owner may withhold money permanently from the Contractor's total compensation at a rate of$5,000.00 per Calendar Day as liquidated damages until Substantial Completion is met,including added expenses for pumping potable water from Hotly and Rolling Hills Water Treatment Plants to Eagle Mountain Water Treatment Plant service area, and added expenses for engineering and inspection services. In the event the Contractor fails to complete the Project in total within the time set forth above,the Owner may withhold at a rate of$2,500 per Calendar Day as Liquidated Damagcs,including added expenses for engineering and inspection services. Delete the schedule of Liquidated Damages in Section C7-7.10 of the General Conditions. D-16 INTERPRETA'T'ION OF PHRASES t' Wherever the words "Directed", "Required", "Permitted", "Designated", "Considered Necessary", "Prescribed", or words of like import are used on the Plans or in the Specifications, it shall be understood that they are intended as Specifications,it shall be understood that they are intended as prerogative of the Owner and/or the Engineer; and, similarly, the words,"Approval", "Acceptable", "Satisfactory", or words of like import,shall mean approval, etc., by the Owner and/or Engineer. Wherever in the Specifications or in the Plans for the work the terms or description of various qualities relative to finish, workmanship, or other qualities of similar kind cannot,because of their nature, be specifically and briefly described and are customarily described in general terms, the Owner and/or Engineer shall be final judge as to whether or not the workmanship so described is being performed in accordance with the intent of the Plans and Specifications the work shalt be completed in accordance with his interpretation of the meaning of such words,terms,or clauses. D-17 TERMINATION It is understood and agreed that this contract may be terminated by the City without obligation to the Contractor, in whole or from time to time in part, whenever such termination is determined by the City to be in the best interests of the City. Termination may be effected by delivering to the Contractor or his designated representative a notice of termination,specifying to what extent performance of the work under the contract is being terminated and the effective date of termination. After receipt of notice of termination Contractor shall: 1. Stop work specified in the notice on the date and to the extent specified in the notice of termination. 2. Place no further order or subcontract except as necessary to complete work already underway. 3. Terminate all orders and contracts to the extent that they relate to the performance of the work ten-ninated by the Notice of Termination. Part D Special Conditions_PS.doc D-10 07111/05 `" p• City or Fart worth Eagle Mountain Raw water Pump Station improvements r I D-19 SUBSTANTIAL COMPLETION INSPECTION/FINAL INSPECTION 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_The r 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. The contractor shall take immediate steps to rectify the listed deficiencies and r notify the owner in writing when all the items have been completed or corrected. I 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. Final inspection shall be in conformance with general condition item"C5-5.1 S Final Inspection"of PART C-GENERAL CONDITIONS. P, D-19 FINAL ACCEPTANCE After construction work is satisfactorily completed,the Owner shall make a final inspection of the project. The Owner will advise the Contractor if the project has been satisfactorily completed in accordance with the Plans and Specifications and issue a written statement of final acceptance in accordance with Section C8-8.7 FINAL ACCEPTANCE OF THE GENERAL CONDITIONS. After final acceptance, the Contractor shall provide a two-year guaranty in accordance with Section C 3-3.7 BONDS and C8-8.10 F GENERAL GUARANTY, of the General Conditions,commencing the date of final acceptance. D-20 COOPERATION OF CONTRACTORS AND CITY I It is expected that during various phases of the construction of this Project,other contract work, :Eagle Mountain Raw Water Pipeline Project and the Eagle Mountain Raw Water Intake Improvements Project, 111P will also be in progress at the Eagle Mountain Raw Water Pump Station Improvements site. Each Contractor shall be required to cooperate to the fullest,each with the other, in coordinating work, eliminating conflicts with work or personnel at all times. In case of conflicts,the Engineer shall determine the responsibility or priority of work and his decisions shall be final. The estimated construction schedules for the other construction contracts are presented in Section 01035, D-21 INTERPRETATION OF REQUIREMENTS I a. Interpretation: Any question as to interpretation of drawings and specifications or any questions arising after examination of premises must be referred to the Engineer in writing. No interpretation nor instructions given verbally by any persons will be considered valid. b. Lack of Understanding: Lack of understanding of Drawings and Specifications or failure to secure information concerning all conditions will not justify any claims, and extra compensation will not be made simply because of lack of such knowledge. +" Part D Special Conditions_PS.doc D-I 1 07111105 City of Font WDAh Eagle Mountain Raw Water Pump Station improvements D-22 HAZARDOUS AND TOXIC MATERIALS +" Insofar as permitted by law,the Owner shall indemnify and hold harmless the Contractor from and against any and all liabilities, losses, cost, damages and expenses,arising out of use of the materials at the Owners site which are not under the direct control of the Contractor,including, but not limited to,any and all liability resulting form personal injury, including death,property liability, at any time, however caused, due to the presence or release of, or exposure, whether to the person or property injured or otherwise, to any -� hazardous or toxic substance, provided, however,that the City liability shall be limited to that established in Article 6252-19, Texas Revised Code and other applicable State statutes and Constitutional provisions. D-23 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 this contract, shall,in connection with the employment, advancement or discharge of employees or in connection with the terms,conditions or privileges of their employment, discriminate against persons because of their age except on the basis of a bona fide occupational qualification, retirement plan or statutory requirement. Contractor further covenants that neither it nor its officers, members,agents, employees, subcontractors, program participants, or persons acting on their behalf,shall specify,in solicitations or advertisements for employees to work on this contract,a maximum age limit for such employment unless the specified maximum age limit is based upon a bona fide occupational qualification,retirement plan or statutory requirement. 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 against City arising out of Contractor's and/or its subcontractor's alleged failure to comply with the above referenced Policy concerning age discrimination in the performance of this agreement. D-24 DISABILITY In accordance with the provisions of the Americans With Disabilities Act of 1994("ADA"), Contractor warrants that if any and all of its subcontractors will not unlawfully discriminate on the basis of disability in the provision of services to the general public,nor in the availability, terms and/or conditions of employment for applicants for employment with,or employees of Contractor or any of its subcontractors. Contractor warrants it will fully comply with ADA's provision and any other applicable federal,state and local laws concerning disability and will defend, indemnify and hold City harmless against any claims or allegations asserted by third parties or subcontractors against City arising out of Contractor's and/or its subcontractor's alleged failure to comply with the above-referenced law concerning disability discrimination in the performance of this agreement. D-25 (NOT USED) D-26 (NOT USED) �^ Part l7 Special Conditions_PS.doc D-12 07/11105 .� City of Fort Worth Eagle Mountain Raw Water Pump Station Improvements D-27 INSURANCE P Property insurance upon the entire work, including materials not in place at the site to the full insurable value thereof,is required. All Risk Builder's Risk Insurance shall include the interests of the Owner,the Contractor, Subcontractor and Sub-subcontractors in the work and shall include,but not be limited to, the perils of fire, lightning, flood,collapse,windstorm, hail,explosion,riot,civil commotion, smoke, aircraft, land vehicles,vandalism and malicious mischief. The Builder's Risk Insurance shall be endorsed to permit 00 occupancy prior to completion of construction and prior to acceptance by the Owner. A copy of the Builder's Risk Policy shall be filed with the Owner and shall include a thirty(30)day notice of cancellation of policy provision. t D-28 TRENCH SAFETY SYSTEM Information,data,typical design schemes included on the Section 02160,Excavation Support Systems, connection with the trench safety system is for general guidance to the prospective bidders(and Contractor)and shall not be construed to instruct the Contractor nor specify to the Contractor the design or method of implementing a trench safety system. The Contractor shall be solely responsible for all his r activities as set forth in Paragraph C6-6 of the General Conditions. The Contractor shall indemnify the Owner and the Engineer from any claim related to trench safety. insurance coverage shall comply with these requirements. The prospective bidders(and Contractor)shall make such explorations, analyses and other investigations as they deem necessary to inform themselves of the actual conditions to be encountered in performing the l� work required by the Contract Documents,including,but not limited to, information necessary to develop a trench safety program to comply with all requirements of OSHA, federal,state,and local laws,rules and regulations. Compliance with these laws, rules and regulations,including, but not limited to, HB 662 and HB 665 as adopted by the 72nd Session of the Texas Legislature,shall rest solely with the Contractor. P' D-29 PUMPING AND DEWATERING OPERATIONS i Work to be performed will require draining, pumping and dewatering, and certain cleaning operations necessary to complete the work as specified and as indicated on the Drawings. It is the intent of these specifications that such draining,pumping and dewatering,and cleaning operations shall be the obligation of the Contractor. The Contractor shall provide all necessary pumping, as required by the excavation work specification,to remove all surface water, groundwater,leakage, and water from other sources from excavations. D-30 CONSTRUCTION MANAGER The General Conditions, Section C-1.19 Engineer defines various persons who may be designated as the Engineer. For the prosecution of this Contract,the term Engineer shall mean the Construction Manager as designated by the Director of the Fort Worth Water Department, together with members of the staff of the on Construction Manager who are assigned to the Project. Any contacts the Contractor may wish to make with any City personnel or consulting engineers,shall be arranged through the Construction Manager. The Contractor shall not act upon any requests or instructions he may receive from any City personnel or consulting engineers nor shall he give instructions or directions to such persons without the approval or consent of the Construction Manager. .� Part D Special Conditions_PS.doc D-13 07/11/05 City of Fort Worth F,agle Mountain Raw Water Pump Station lmprovcments D-3I PROJECT SUPERINTENDENTS The Contractor shall keep a competent resident superintendent at the project site at all times during the progress of the work. A resume listing the qualifications and experience record of the proposed resident superintendent, as well as references from sirrtilar projects shall be submitted to the Owner, prior to the award of contract. This resident superintendent, if found to be acceptable, shall not be removed except under extraordinary circumstances. Qualifications of a proposed replacement shall be submitted when a request is made for the replacement of the superintendent and shall be approved by the Owner prior to withdrawing the Superintendent. During the construction of the project the resident superintendent shall demonstrate an ability to properly execute the work outlined in the contract documents in a timely manner and shall consistently produce work of an acceptable quality and in accordance with the contract documents. if the Owner shall have a reasonable objection to the performance of the resident superintendent,the Contractor shall replace the resident superintendent upon written notice from the Owner. The resident superintendent shall be replaced with a superintendent acceptable to the Owner. No extension of time will be allowed for delays caused by the replacement of a resident representative. The Contractor shall submit resumes for the Electrical and Instrumentation superintendents listing qualifications and experience records prior to the award of contract for approval by the Owner. All requirements for assignment and replacement of resident superintendents shall apply equally to Electrical and Instrumentation Superintendents. D-32 RESIDENT PROJECT REPRESENTATI'VE'S OFFICE — Resident Project Representative's Office shall be provided in accordance with General Condition's Section C5-5.6. Provide a desk, three chairs,48"06"drafting table, filing cabinet, book shelf,and waste basket. Contractor shall provide weekly janitorial services. Resident Project Representative will use Contractor's telephone and sanitary facilities. Contractor may provide a separate lockable office in his construction trailer for use the by Resident Project Representative in lieu of providing a separate trailer. D-33 CONTRACTOR'S OFFICE The Contractor shall furnish necessary construction field office trailers for the Contractor's and subcontractor's use. These facilities shall be located within Contractor's Staging Area as shown on the Drawings. This area,to be constructed by the Contractor, shall also house the field office for the Resident Project Representative. Contractor shall provide temporary water, sewer,power, and phone utilities to the temporary construction offices. Temporary 480 volt power is available from the existing raw water pump station. Contractor shall provide temporary meters,step down transformers, breakers,etc. as required to supply power to the trailers. Contractor shall remove all temporary facilities at the end of construction. Contractor shall be responsible for obtaining all City permits required for the trailer and associated utilities. Power costs will be back-charged to the Contractor at the end of the job by means of deductive Change Order. D-34 (NOT USED) Part D Special Conditions—PS.doc D-14 07/1 1/05 ON City of Fon worth Eagle Mountain Raw water Pump Station Improvements ffla D-35 SANITARY FACILITIES FOR WORKMEN As set forth in the General Conditions,Section C6-6.4,the Contractor shall provide all necessary sanitary conveniences for the use of workmen at the project site. The Contractor shall also provide adequate �. drinking water facilities. D-36 PAYMENT FOR MOBILIZATION OR DEMOBILIZATION Payments for mobilization and/or demobilization may be approved on periodical estimates for the percentage completed. The payment for mobilization shall not exceed three and one third (3 1/3 %) percent of the total contract amount. Demobilization shall equal one half{%Z}the mobilization cost. Total payment for mobilization and demobilization will be made to the Contractor when each is complete. D-37 SEQUENCE OF CONSTRUCTION Prior to the start of any work on the project, Contractor shall meet with the Engineer and develop a construction schedule and sequence of operation. The construction schedule shall be prepared in accordance with Sections 01040 and 01.315. D-38 CONSTRUCTION LAYOUT The Owner will provide at the site of the work horizontal control in the form of grid reference points and vertical control in the form of bench marks. From the controls established by the Owner,the Contractor shall be responsible for the complete layout of the work and for establishing lines and elevations as needed during construction. The Contractor shall furnish at his own expense labor, including the services of competent personnel, equipment,including accurate surveying instruments, stakes, templates, platforms, tools, and materials as may be required for laying out any and all parts of the work. The Engineer will be available for assistance in an advisory capacity. D-39 WARRANTY CERTIFICATES The Manufacturer shall warrant that all equipment furnished by it hereunder complies in all respects with the design and specification of this contract and contains no defect of material or workmanship. In the event of failure of any part or parts of the equipment during the two years of service following final project completion,due to defects of design, materials,or workmanship, the affected part or parts shall be replaced promptly upon notice by the Contractor. All replacement parts shall be furnished, delivered and installed at the expense of the Manufacturer. All warranty certificates or manufacturer's guarantees, for equipment purchased by the Contractor shall be issued in the name of the City of Fort Worth. The Contractor shall combine all warranty certificates into a single 3-ring binder and provide to the Owner at completion of the project. The binder shall include a table of contents and labeled,tabbed sections for each piece of equipment. t D-40 LIMITS OF EXTRA COMPENSATION FOR DELAYS The Contractor shall receive no compensation for delays or hindrances to the work, except when direct and unavoidable extra cost to the Contractor is caused by the failure of the City to provide information or material, if any, which is to be furnished by the City. When such extra compensation is claimed,a written statement thereof shall be presented by the Contractor to the Engineer and if by him found correct shall be approved and referred by him to the City Council for final approval or disapproval; and the action thereon Part D Spceial Conditions_Mdoc D-15 0711 1/05 EL City of Fort Warth Eagle Mountain Raw Water Pump Station Improvements by the City Council shall be final and binding. If delay is caused by specific orders given by the Engineer to stop work,or by the performance of extra work,or by the failure of the City to provide material or ~" necessary instructions for carrying on the work,then such delay will entitle the Contractor to an equivalent extension of time,his application for 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-41 PROGRESS PHOTOGRAPHS The Contractor shall take photographs of the project site prior to construction, monthly during the construction of the project, and after completion of the project. Photographs shall be taken with a quality digital camera with date back capability, with lenses ranging form wide angle to 135mm. Photographs ... shall be taken at locations designated by the Engineer. Two glossy color 3" x 5" prints shall be provided for each photograph taken. Each print shall be marked on the reverse side to indicate project name, date and time, location, direction of exposure, and a description of what is being photographed. Prints shall be clear and sharp with proper exposure. If prints of adequate quality are not produced from exposures,additional photographs shall betaken immediately. Floppy disks with each of the digital photographs stored shall also be provided. The Contractor shall provide forty--eight (48)photographs of the site prior to construction. Starting one month after the date of the preconstruction photographs,and continuing as long as the work is in progress, twenty-four(24)monthly photographs shall be taken to accurately record the work that has progressed during that period. Photographs are to be submitted with the monthly Partial Pay bequest in plastic binders. After the project has been completed and all construction trailers,materials etc. have been removed,the Contractor shall employ a professional photographer approved by the Engineer to photograph the project. -- Twenty-four(24)photographs are to be taken. Two(2)eight by ten (8" x 10")glossy color prints and negatives are to be provided for each photograph. Negatives shall be of a quality to permit enlargements. Contractor shall also produce a preconstruction videotape of the site, including all areas in the vicinity of and to be affected by construction. This videotape shall be provided to the Owner. D-42 SUBMITTALS The Contractor shall be responsible for the accuracy and completeness of the information contained in each submittal and shall insure that the values, material, equipment, or method of work shall be as described in the submittal. All submittals must be stamped by the Contractor, indicating that they have been checked by the Contractor for compliance with Contract Documents and approved by the Contractor, or contain certifications as required by the Contract Documents. Subruttals that do not have the stamp applied or include the required certifications will be returned to the Contractor without processing. The Contractor shall ensure that there is no conflict with other submittals and notify the Engineer of each case where the proposed change may affect the work of another Contractor or Owner. The Contractor shall ensure coordination of submittals among the related crafts and Subcontractors. Submittals will not be accepted from Subcontractors or suppliers. The Contractor shall assign a number to each submission provided to the Engineer to allow each submittal to be trached while processing through the review procedures. Submittals shall be accompanied by the Submittal Transmittal Form provided by the Engineer. A separate PzL t D Special Conditions_PS.doc D-16 07111/05 low Ciry of Fort Worth Eagle Mountain Raw Water Pump Station improvements form shall be used for each specific item,class of material,equipment,and items specified in separate discrete sections, etc., for which a submittal is required. Submittals for various items shall be made with a single form when the items taken together constitute a manufacturer's package, or are so functionally related that they should be checked as a unit. Assignment of numbers shall be by means of a letter prefix,a sequence number, and letter suffix to indicate resubmittals. w Refer to Section 01300 for detailed submittal requirements. Applicable Prefixes are: CO - Change Order CMR - Contractor's Modification Request CTR - Certified Test Report EIR - Equipment Installation Report FO - Field Carder MIS - Miscellaneous Submittals NBC - Notifications by Contractor OM - Operation and Maintenance Manual PCM - Proposed Contract Modifications PE - Periodical Estimate for Partial Payment RFI - Request For Information PP - Progress Photographs RD - Record Drawing SD - Shop Drawing SCH - Schedule of Progress The sequence number shall be issued in chronological order for each type of submittal. Resubmittals shall be followed by a letter of the alphabet to indicate the number of times a submittal has been sent to the Engineer for processing. As an example, a submittal with the number RD-025 indicates that he submittal is the 25th item of Record Data submitted. Correct assignment of numbers is essential as different submittal types are processed in different ways. Some submittals received do not require that any response be given for the material. Contractor shall maintain a log of submissions to allow the processing of Contractor's submittals to be monitored. Logs will be reviewed periodically to determine that all submittals are received and processed. Submittal numbers are to be clearly noted on each page or sheet of the submittal. In addition, each submittal shall have a cross-referenced identification number relating to the specification that the submittal applies. The identification number shall be per Section 01300. Submittals shall be marked to show clearly the applicable sections of the specification and sheet number of drawings. D-43 RECORD DRAWINGS ,R a. General: During prosecution of the work,the Contractor shall maintain a complete set of drawings upon which all deviations and changes shall be legibly recorded with actual works done. f Part D Special Conditions P5.doe D-17 07/11/05 City of Fort worth Eagle Mountain Raw Water Pump Station Improvements Deviations and changes shall be marked in red on a full-size set of drawings. b. Delivery: Record Drawings shall be delivered to the Engineer in good condition upon completion and acceptance of the work and before final payment is made. c. Requirements: Record Drawings shall be required for all workperfoimed as a part of this project- D-44 SHOP DRAWINGS A Equipment and material covered in PART E-SPECIFICATIONS shall have Shop Drawings and Operation and Maintenance Manuals submitted in accordance with Sections 01300 and 01730;regardless �. if reference is or is not made to Sections 01300 or 01730 within the section of the specification under which the equipment or material is purchased. D45 REQUEST FOR INFORMATION When necessary,the Contractor shall request additional information,clarification or interpretation of the contract documents or when the Contractor believes there is a conflict between contract documents or when the Contractor believes there is a conflict between the drawings and specifications, he shall identify the conflict and request clarification using the Request for Information{RFI} form provided by the Engineer. Sufficient information shall be attached to permit a written response without further y information. The Engineer will log each request and will review the request. If review of the project information request indicates that a change to the contract documents is required,the Engineer will issue a Proposed Contract Modification as described in Paragraph D-46, D-46 CONTRACTOR_MODIFICATION REQUEST 1 PROPOSED CONTRACT MODIFICATION Any change in the contract documents that is requested will be initiated by the Contractor issuing a Contractor's Modification Request or by Engineer issuing a Proposed Contract Modifications on the form provided by the Engineer. Proposals will be reviewed by the Owner and if found acceptable will be incorporated in a Change Order in accordance with Section C4 of the GENERAL CONDITIONS,or by Field Order in accordance with Paragraph D-50 of the SPECIAL.CONDITIONS. The Contractor's Modification Request shall fully identify and describe the deviations and associated costs,and state the reason the change is requested. Any savings in cost related to the substitution is to be stated in the request for consideration. D47 RECORD DATA Record Data shall be submitted to provide information as to the general character,style and manufacturer of the equipment to allow the Owner to adequately identify the materials or equipment incorporated into the project. Record Data shall be provided for all equipment and materials of construction. Record Data are not required for items which Shop Drawings and/or Operations and Maintenance manuals are required. Record Data shall be complete to indicate where the material was incorporated into the project, provide schedules of materials and their use, colors,model numbers and other information which would allow this material to be replaced at some future date. Record Data will be received by the Engineer and logged for Pan D Special Conditions_PS.doc D-18 07/11/05 PO City of Fort worth Eagle Mountain Raw Water Pump Station Improvements oft transmittal to the Owner. Record Data will not be reviewed for comment and no response will be made to +M the Contractor. PM r P ■. tr P" +! Part D Special Conditions-PS.doc D-19 47111145 City of Pori Worth Eagle Mountain Raw Water Pump Station Improvements D48 EQUIPMENT INSTALLATION REPORT A written report shall be submitted by the equipment supplier performing the installation check for equipment as required. This report shall certify that 1)the equipment has been properly installed and lubricated, 2) is in accurate alignment, 3) is free from any undue stress imposed by connecting piping, equipment, or anchor bolts, and 4)has been operated under full load conditions and that it is operating satisfactorily.. D-49 NOTIFICATION BY CONTRACTOR Written notification of the need for testing,observation of work by Engineer, intent to work outside of regular working hours,or the request to shutdown the facilities or make utility connections shall be given to the Engineer by issuance of a Notification By Contractor on a form provided by the Engineer. D-50 ALTERATION OF CONTRACT DOCUMENTS Paragraph C4-4.4 of the General Conditions shall be modified as follows: By Change Order or Field Order, the Owner reserves the right to make changes in the Contract.Documents and in the character or quantities of the work as may be necessary or desirable to insure completion in the most satisfactory manner, provided such changes are consistent with the overall intent of the Contract Documents. A Field Order is a written order issued by the Engineer which authorizes minor changes or alterations in the work that do not involve changes in the Contractor Time or Contract Amount. Modifications to the contract can only be authorized by a Change Order or Field Order. Such changes shall not be considered as waiving or invalidating any condition or provision of the Contract Documents. If Contractor believes that a minor change or alternation authorized by Field Order entitles him to an increase in contract amount or contract time, he shall not proceed with the work and shall, within 10 days after receiving the Field Order, so advise the Engineer in writing and request that a Change Order be issued in accordance with paragraph C4-4.5 of the General Conditions. D-5I UNDERWRITER'S LABORATORIES LABELING: All electrical materials and equipment to be installed as part of this project shall bear the label of Underwriters' Laboratories, Inc. (UL)or other testing laboratory approved by the City of Fort Worth Electrical Inspection Section. Such labeling shall include electrical equipment provided as part of a mechanical equipment package,such as pumps,blowers,etc. The label shall be provided prior to the equipment being shipped to the project site. D-52 STORMWATER POLLUTION PREVENTION PERMIT: As defined by Texas Commission on Environmental Quality(TCEQ)regulations,a Texas Pollutant Discharge Elimination System(TPDES)General Construction Permit is required for all construction activities that result in the disturbance:of one to five acres (Small Construction Activity) or five or more acres of total land (Large Construction Activity). The contractor is defined as an "operator"by state regulations and is required to obtain a permit. Information concerning the permit can be obtained through the Internet at http:/Iwww.tnrcc.state.tx.us/permitting/water pemi/wwperni/construct.html. Soil -, stabilization and structural practices have been selected and designed in accordance with North Central Part D Special Conditions_PS.doc D-20 07111/05 '— City of Fort worth Eagle Mountain Raga water Pump Station Improvements r Texas Council of Governments Best Management Practices and Erosion Control Manual for Construction 1, Activities(BMP Manual). This manual can be obtained through the Internet at www,dfwstortnwater.com/runoff.htm]. Not all of the structural controls discussed in the SMP Manual will necessarily apply to this project. Best Management Practices are construction management techniques that, if properly utilized,can minimize the need for physical controls and possible reduce costs.The methods of control shall result in minimum sediment retention of not less than 70%. ,. NOTICE OF INTENT lL!01): If the project will result in a total land disturbance equal to or greater than 5 acres, the contractor shall sign at the pre-construction meeting a TCEQ Notice of Intent(NOI) form prepared by the engineer. It serves as a notification to the TCEQ of construction activity as well as a ,t commitment that the contractor understands the requirements of the permit for storm water discharges from construction activities and that measures will be taken to implement and maintain storm water pollution prevention at the site. The NOI shall be submitted to the TCEQ at least 48 hours prior to the contractor moving on site and shall include the required$100 application fee. The NOI shall be mailed to: Texas Commission on Environmental Quality PM Storm Water& General Permits Team; MC-228 P.O. Box 13087 Austin,TK 78711-3087 Ob A copy of the NOT shall be sent.to: City of Fort Worth r Department of Environmental Management 5000 MLK Freeway Fort Worth,TX 76119 NOTICE OF TERMINATION (NOT): For all sites that qualify as Large Construction Activity, the contractor shall sign, prior to ficial payment,a TCEQ Notice of Termination(NOT) form prepared by the engineer. It serves as a notice that the site is no longer subject to the requirement of the permit. The NOT should be mailed to: Texas Commission on Environmental Quality Storm Water&General Permits Team; MC-228 P.O. Box 13087 Austin, TX 78711-3087 STORM_ WATER POLLUTION PREVENTION PLAN (SWPPP): A document consisting of an erosion control and toxic waste management plan and a narrative defining site parameters and techniques to be employed to reduce the release of sediment and pollution from the construction site. The SWPPP will be prepared by Engineer. The selected Contractor shall be provided with three copies of the SWPPP after award of contract, along with unbound copies of all forms to be submitted to the Texas Commission on Environmental Quality. LARGE CONSTRUCTION ACTIVITY -DISTURBED AREA EQUAL TO OR GREATER THAN }• 5 ACRES: A Notice of Intent(NOT) form shall be completed and submitted to the TCEQ including payment of the TCEQ required fee, A SWPPP that meets all TCEQ requirements prepared by the Engineer shall be prepared and implemented at least 48 hours before the commencement of construction activities. The SWPPP shall be incorporated into in the contract documents. The contractor shall submit a schedule for implementation of the SWPPP. Deviations from the pian must be submitted to the engineer for +" Part D special Conditions_PS.doc D-21 07i i IJ05 City of Fort Worth Eaglc Mountain Raw Water Pump Station improvements approval.The SWPPP is not warranted to meet all the conditions of the permit since the actual construction activities may vary from those anticipated during the preparation of the SWPPP. Modifications may be required to fully conform to the requirements of the Permit.The contractor must keep a copy of the most current SWPPP at the construction site. Any alterations to the SWPPP proposed by the contractor must be prepared and submitted by the contractor to the engineer for review and approval. A Notice of Termination(NOT) form shall be submitted within 34 days after final stabilization has been achieved on all portions of the site that is the responsibility of the permittee, or, when another permitted operator assumes control over all areas of the site that have not been finally stabilized. SMALL CONSTRUCTION ACTIVITY-DISTURBED AREA EQUAL TO OR GREATER THAN ONE ACRE BUT LESS THAN FIVE ACRES: Submission of a NOI form is not required.However,a TCEQ Site Notice form must be completed and posted at the site. A copy of the completed Site Notice must be sent to the City of Fort Worth Department of Environmental Management at the address listed above. A SWPPP,prepared as described above,shall be implemented at least 48 hours before the commencement of construction activities. The SWPPP must include descriptions of control measures necessary to prevent and control soil erosion,sedimentation and water pollution and will be included in the contract documents.The control measures shall be installed and maintained throughout the construction to assure effective and continuous water Pollution control.The controls may include, but not be limited to, silt fences, straw bale dikes,rock berms,diversion dikes, interceptor swales,sediment traps and basins, pipe slope drain,inlet protection,stabilized construction entrances, seeding,sodding,mulching, soil retention blankets, or other structural or non-structural storm water pollution controls.The method of control shall result in a minimum,sediment retention of 74%as defined by the NCTCOG­BMP Manual." Deviations from the proposed control measures must be submitted to the engineer for approval END OF SECTION Part D Special Conditions—PS.doe D-22 OW11/05 FORT WORTH WATER DEFT. Fax:817-871-8195 Jul 8 2005 14:53 P.02 WAIS Document Retrieval GENERAL DECISION: TX20030045 02/25/2005 TX45 Date: February 25, 2075 General Decision number= TX20030045 02/25/2005 Superseded General Decision Number: TX020045 State; 'Texas Construction Types: Heavy and Highway r Counties: Collin, Dallas, Denton, Ellis, Grayson, Johnson, Kaufman, Parker, Rockwall, Tarrant and Wichita Counties in Texas. HEAVY ANL) HIGHWAY CONSTRUCTION PROJECTS IN WICHITA COUNTY ONLY, HIGHWAY CONSTRUCTION PROJECTS ONLY FOR REMAINING COLT1 1RS. Modification Number Publication Date 0 06/13/2003 1 01/14/2005 2 02/25/2005 SUTX2004-004 11/09/2004 Rates Fringes Air Tool Operator. . . . . . . . . , $ 10.06 0.00 Asphalt Distrihutpr Operator. . ,$ 13 .99 0.00 Asphalt paving machine operator$ 12.78 0.00 Asphalt. Raker. . . . . . . . . . . .. . . . . .$ 11.01 0100 Asphalt Shoveler. . . . . . . . .. . . . . .$ 8.80 0.00 Batching Plant Weigher. . . . . . . . .$ 14.15 0.00 ProoTn or Sweeper Operator. . . . . .$ 9.88 0-00 Bulldozer operator. . . . . . . . . . . . .$ 13.22 0.04 Carpenter. . . . . . . . . . . . . .$ 12.90 0.00 Concrete Finisher, Paving. . . . . .$ 12 .85 0.00 Concrete Finisher, Structures. .$ 13.27 0.00 �- Concrete Paving Curbing Machine Operator. . . . . . . . . . . . . . .$ 12.00 0.00 Concrete Paving Finishing Mashing operator. . . . . . . , . . . . . . .$ 13.63 0.00 Concrete Paving Joint Sealer P- Operator. . . . . . . . . . . . . . . . . . . . . . .$ 12.50 0,00 Concrete Paving Saw operator-$ 13.55 0 .00 Concrete Paving Spreader r Operator. . . . . . . . . . . . . . . . . . . . . .$ 14.50 0,00 Concrete Rubber. . . . . . . . . . . . . . . .$ 10.61 0 .00 Crane, Clamshell, Backhoe, Derrick, Dragline, shovel Operator. . . . . . . . . . .$ 14.12 0.00 Electrician. . . . . . . . . . . . . . . . . . . .$ 18.12 0.00 Flagger. . . . . . . . . . . . . . . . . . . . . . . .$ 8.43 0.00 Form Builder/Setter, 'Structures$ 11.53 0.00 Form setter, having & Curb. . . . .$ 11.83 0.00 Foundation Drill Operator, Crawler Mounted. . . . . . . . . . . . . . . .$ 13.57 0.00 FORT WORTH WATER DEPT. Fax=817-871-8195 Jul 8 2005 14:53 P.03 Foundation Drill Operator, Truck Mounted. . . . $ 16,30 4.OD Front End wader ©perator. . . . . ,$ 12.62 0.00 Laborer, common. . . . . . . . . . . . . . . .$ 9.18 0.00 Laborer, Utility. . . . . . . . . . . . . . .$ 10.65 0.00 Machanic. . . . . . . . . . . . . . . . . . . . . . .$ 15.97 0.00 Milling Machine Operator, Fide Grade. . . . . . . . . . . . . . . . . . . . .$ 11.83 0.00 Mixer operator. . . . . . . . . . . . . . . . .$ 11.59 0.00 Motor Grader Operator, Fine Grade. . . . . . . . . . . . . . . . . . . . . . . . . .$ 15.20 O.DD Motor Grader Operator, Rough. . .$ 14.50 0. 00 Oiler. . . . . . . . . . . . . . . . . . . . . . . . .$ 1.4.90 0.00 Painter, Structures. . . . . . . . . . . .$ 13.17 0.00 Pavement Marking Machine Operator. . . . . . . . . . . . . 10.04 0.00 Pipe.layer. . . . . . . . . . . . . . . . . . . . .$ 11.04 0.00 Reinforcing Steel Setter, Paving. . . . . . . . . . . . . . . . . . . . . . . . .$ 14,85 0.00 Reinforcing Steel setter, Structure. . . . . . . . . . . . . . . . . . . _$ 16.29 0.00 _ Roller Operator, Pneumatic, Self-Propelled. . . . . . . . . . . . . . . . .$ 11.0'7 0.00 Roller Operator, SteelWheal, Flat Wheel/Tamping. . . . . . . . . . . .$ 10.92 0.00 , Railer Operator, Steel Wheel, Plant Mix Pavement. . , , . . . . . . . . . 11.28 0.00 Scraper Operator. . . . . . .. . . . . . . .$ 11.4:2 0.04 Servicer. . . . . . . . . . . . . . . . . . . . .$ 12.32 0.00 Slip 'Form Machine Operator. . . . .$ 12.33 0.00 Spreader Box operator. . . . . . . . . .$ 10.92 0.00 Tractor operator, Crawler Type.$ 12.80 0.00 `tractor operator, Pneumatic_ . . .$ 12.91 0.00 Traveling Mixer Operator. . . . . . .$ 12.03 0.00 Truck driver, lowboy-rloat. . . . .$ 14.93 0.00 Truck driver, Single Axle, Heavy. . . . . . . . . . . . . . . . . . . . . . . . . .$ 11.47 0.00 Truck driver, Single ,pude, Light. . . . . . . . . . . . . . . . . . . . . . . . , .$ 10.91 0.00 Truck Driver, Tandem Axle, Semi-Trailer. . . . . . . . . . . . . . . . . . .$ 11.75 0.00 TTruCk Driver, Trannit-Mix. . . . . . 12-00 0.00 Wagon Drill, Boring Machine, Past Hale Driller Operator. . . . .$ 1.4.00 0.00 ` Welder. . . . . . . . . . . . . . . . . . . . . . . . .$ 13.57 0.00 Work zone Barricade servicer. . .$ 10.09 0.00 ---------------------------------------------------------------- unlisted ---- -------------unlisted classifications needed for work not included within the scope of the classifications listed may he added after award only as provided in the labor standards contract clauses (29OFR 5.5 (a) (1) (ii) ) - ---------------------------------------------------------------- Tn the listing above, the °SUn designation means that rates listed under the identifier do not reflect collectively FORT WORTH WATER DEPT. Fax:817-871-8195 Jul 8 2005 14:53 P-04 bargained wage and fringe benefit rates. other designations indicate unions whose rates have been determined to be prevailing. r ---------------------------------------------------------------- WAGE DETERMINATTON APPEALS PROCESS 1. ) Has there been an initial decieion in the matter? This can be: * an existing published wage determination * a survey underlying a wage determination * a Wage and Hour Division letter setting forth a position on a wage determination matter a conformance (additional classification and rate) ruling on survey related matters, initial contact, including requests for summaries of surveys, should be with the Wage and Hour Regional. Office for the area in which the survey was conducted because those Regional Offices have responsibility for the Davin-Bacon survey program. if the response from this initial contact is not satisfactory, then the process described in 2.) and 3.) should be followed. With regard to any other matter not yet ripe for the formal process described here, initial contact should be with the Branch of Construction Wage Determinations. Writ; to: Branch of Construction Wage Determinations Wage and Hour Division U.S. Department of Labor 200 Constitution Avenue, N.W. Washington, DC 20210 2.) if the answer to the question in 1.) is yes, then an interested party (these affected by the action) can request review and a-econmideraLion £zcm the wage and Hour Administrator (see 29 CFR Part 1.8 and 29 CFR Parti 7) . write to; Wage and Hour Administrator U.S. Dcpartmene of Labor 200 Constitution Avenue, N.W. Washington, DC 20210 The request should be accompanied by a full statement of the interested party's position and by any information (wage payment data, project description, area practice material, etc.) that the requestor considers relevant to the issue. 3 . ) If the decision of the Administrator is not favorable, an interested party may appeal directly to the Administrative Review Board (formerly the Wage Appeals Board) . write to: Administrative Review Board U.S. Department of Labor 200 Constitution Avenue, N.W. r FORT WORTH WATER DEPT. Fax:837-871-8195 Jul 8 2005 34:54 P.05 *. WaShington, DC 20214 4.] All decisions by the Administrative Review ,Board are final. EM OF GENERAL DECISION r Ir .w� a+r �r MIA MW 90 -W Ir our AW or aw •.r r ' I (Blue) Qlue) u 3 4' Dark FORTWORTH Your YY llater White � Bronze Back-ground In �ction 5' q'•G� PROJECTNAME PROJECT NO, 000-00000-00/00-00000-00 Dark Biue Qnes.1inns,on this project,CAI 817- (Weekdays 7:30 AM to { 00 3 11 Radius +� PROJECT SIGN Figure 30 A Scale P' � P r' r r r r b TEXAS 'NATER DEVELOPMENT BOARD SUPPLEMENTAL CONTRACT pw CONDITIONS 0& Texas Water Development Board SUPPLEMENTAL CONTRACT CONDITIONS For Projects Funded through the Clean Water State Revolving Loan Program (Tier 3) and Drinking Water State Revolving Loan Program T Supplemental Contract Conditions CWSRF Tier 3, and DWSRF Table of Contents Instructions to Bidders Conditions. 1. Minority and Women-Owned Businesses Goals 2. Contingent Award of Contract 3. Equal Employment Opportunity and Affirmative Action 4. Debarment and Suspension Certification 5. Bid Guarantee 6. Nonresident]Bidder Forms to be submitted with bids (attached) • Bidder's Certifications regarding Equal Employment Opportunity and Non-Segregated Facilities (WRD-255) "' • SMWBE Affirmative Steps Certification and Goals (WRD-217) • Vendor Compliance with Non-Resident Bidder Requirements (WRD-259) Construction Contract Supplemental Conditions Conditions: 1. Supersession 2. Privity of Contract 3. Definitions 4. Laws to be Observed 5. Review by Owner, and TWDB 6. Performance and Payment Bonds 7. Progress Payments and Payment Schedule 8. Workman's Compensation Insurance Coverage 9. Changes mot 10. Prevailing Wage Rates 11. Contract Work Hours Requirements(29 CFR 5.1, & 5.6) 12. Equal Employment Opportunity and Affirmative Action (41 GFR 60-1.4, 1.7, 1.8, 4.2, and 4.3) 13. Debarment and Suspension (40 CFR 32,Appendix B) 14. Minority and Women-Owned Business Enterprise Requirements 15. Archeological Discoveries and Cultural Resources � 16. Endangered Species 17. Hazardous Materials 18. Project Sign -• 19. Operation and Maintenance Manuals and Training 20. As-built Dimensions and Drawings Forms to be submitted with executed contracts: Contractor's act of Assurance(ED--103) • Contractor's Resolution on Authorized Representative (ED-104) • Prime Contractor Affirmative Steps Solicitation Report(WRD-216) • SMWBE Self-Certification(WRD-218) Forms to be submitted during construction: '• • Loan/Grant Participation Summary(WRD-373) 2 "'4 TWDB SUPPLEMENTAL CONDITIONS Any conflict between the City of Fort Worth Contract Documents and the TWDB Supplemental Conditions, City of Fort Worth Contract Documents shall control. For: EAGLE MOUNTAIN RAW WATER PUMP STATION IMPROVEMENTS PROJECT NO. P164-454164052004 Instructions to Bidders 1_ MINORITY AND WOMEN-OWNED BUSINESS ENTERPRISE GOALS - This provision applies only to Clean Water State Revolving Fund Program projects and Drinking Water Financial Assistance Program projects. This contract is subject to the EPA established.Minority Business Enterprise(MBE)f Women's Business Enterprise (WBE)"fair share"goals: MBE: CONSTRUCTION 10.3°/x; SUPPLIES 5%; SERVICES 11.5%; EQUIPMENT 5%. WBE: CONSTRUCTION 5.9%; SUPPLIES 7.6%; SERVICES 14.5%; EQUIPMENT 7.6%. TWDB document Guidance on Utilization of Small,Minority and Women Owned Businesses, SRF- 52 describes the requirements of this ,program. The prime contractor must submit the PRIME CONTRACTOR AFFIRMATIVE STEPS CERTIFICATION and GOALS (WRD-21.7)with the bid, to demonstrate the Prime Contractor's understanding and commitment to taking affirmative steps. The contractor must provide the Owner with the information required for SMWBE Certification and .Participation Summary, TWDB document SRF-373 and provide sufficient documentation(TWDB WRD-216) that a"goad faith effort"was made in offering fair opportunity for participation by qualified SMWBE firms. This information must be submitted prior to the contract award so the information can be approved and presented to the TWDB for funding of this contract. 2. CONTINGENT AWARD OF CONTRACT This contract is contingent upon release of funds from the Water Development Board. Any contract or contracts awarded under this Invitation for Bids are expected to be funded in part by a loan or grant from the Texas Water Development Board, and a grant from the United States Environmental Protection Agency(U.S. EPA..) Neither the State of Texas,or U.S. EPA nor any of its departments, agencies,or employees are or will be a party to this Invitation for Bids or any resulting contract. 3. EQUAL EMPLOYMENT OPPORTUNITY AND AFFIRMATIVE ACTION-This provision applies only to Clean 'Water State Revolving Fund Program projects and Drinking Water Financial. Assistance Program projects Equal Opportunity in Employment- All qualified applicants will receive consideration for employment without regard to race, color, religion, sex,age, handicap or national origin. Bidders on this work will be required to comply with the President's Executive Order No. 11246, as amended by Executive Order 11375, and as supplemented in Department of Labor regulations 41 CFR Part 64. WRD-7020 Revised 2-28-2005 3 am The Bidder's Certifications regarding Equal Employment Opportunity and Non-Segregated Facilities (WRD-255) must be submitted with the bid. Me 4. DEBARMENT AND SUSPENSION CERTIFICATION-This provision applies only to Clean Water State Revolving Fund Program projects and Drinking Water Financial • Assistance Program projects which receive funds made directly available by Federal funding. This contract is subject to the provisions the federal Debarment and Suspension requirements of 40 -- CFR Part 32, including but not limited to Appendix B as follows: Certification Regarding Debarment, Suspension, Ineligibility and Voluntary Exclusion--Lower Tier Covered Transactions Instructions for Certification -� 4.1. By signing and submitting this proposal, the prospective lower tier participant is providing the certification set out below. AMW 4. 2. The certification in this clause is a material representation of fact upon which reliance was placed when this transaction was entered into. If it is Iater determined that the prospective lower tier participant knowingly rendered an erroneous certification, in addition to other remedies available to the Federal Government the department or agency with which this transaction originated may pursue available remedies, including suspension and/or debarment. 4.3.The prospective lower tier participant shall provide immediate written notice to the person to which this proposal is submitted if at any time the prospective lower tier participant learns that its certification was erroneous when submitted or had become erroneous by reason of changed circumstances. 4.4.The terms covered transaction,debarred, suspended, ineligible, lower tier covered transaction, participant, person, primary covered transaction,principal,proposal, and voluntarily excluded, as used in this clause, have the meaning set out in the Definitions and Coverage sections of rules implementing Executive Carder 12549. You may contact the person to which this proposal is submitted for assistance in obtaining a copy of those regulations. 4.5. The prospective lower tier participant agrees by submitting this proposal that, should the proposed covered transaction be entered into, it shall not Knowingly enter into any lower tier covered transaction with a person who is proposed for debarment under 48 CFR part 9,subpart 9.4, debarred, suspended, declared ineligible, or voluntarily excluded from participation in this covered transaction, unless authorized by the department or agency with which this transaction originated. 4.6.The prospective lower tier participant further agrees by submitting this proposal that it will include this clause titled "Certification Regarding Debarment, Suspension, Ineligibility and � Voluntary Exclusion-lower Tier Covered Transaction," without modification, in all lower tier 1 covered transactions and in all solicitations for lower tier covered transactions. 4.7. A participant in a covered transaction may rely upon a certification of a prospective participant in a lower tier covered transaction that it is not proposed for debarment under 48 CFR part 9, subpart 9.4, debarred, suspended, ineligible, or voluntarily excluded from covered transactions, unless it knows that the certification is erroneous. A participant may decide the method and frequency by which it determines the eligibility of its principals.Each participant may,but is not required to, check the List of Parties Excluded from Federal Procurement and Nonprocurement Programs. 4.8. Nothing contained in the foregoing shall be construed to require establishment of a system of records in order to render in good faith the certification required by this clause. The knowledge and information of a participant is not required to exceed that which is normally possessed by a prudent person in the ordinary course of business dealings. WRD-7020 Reused 2-28-2005 4 4.9. Except for transactions authorized under paragraph 5 of these instructions, if a participant in a covered transaction knowingly enters into a lower tier covered transaction with a person who is proposed for debarment under 48 CFR part 9, subpart 9.4, suspended, debarred, ineligible, or voluntarily excluded from participation in this transaction, in addition to other remedies available to the Federal Government, the department or agency with which this transaction originated may pursue available remedies, including suspension and/or debarment. Certification Regarding Debarment, Suspension, Ineligibility and Voluntary Exclusion--Lower Tier Covered Transactions (1)The prospective lower tier participant certifies, by submission of this proposal, that neither it nor its principals is presently debarred, suspended, proposed for debarment, declared ineligible, or voluntarily excluded from participation in this transaction by any Federal department or agency. (2) Where the prospective lower tier participant is unable to certify to any of the statements in this certification,such prospective participant shall attach an explanation to this proposal. 5. BID GUARANTEE Each bidder shall famish a bid guarantee equivalent to five percent of the bid price. (Water Code 17.183). If a bid bond is provided, the contractor shall utilize a surety company which is authorized to do business in Texas in accordance with Art. 7.19-1. Bond of Surety Company; Chapter 7 of the r Insurance Code. # 6. AWARD OF CONTRACT TO NONRESIDENT BIDDER A governmental entity may not award a governmental contract to a nonresident bidder unless the nonresident underbids the lowest bid submitted by a responsible resident bidder by an amount that is not less than the amount by which a resident bidder would be required to underbid the nonresident bidder to obtain a comparable contract in the state in which the nonresident's principal place of business is located. A non-resident bidder is a contractor whose corporate offices or principal place of business is outside of the state of Texas. (Source: Texas Government Code Chapter 2252 Subchapter A Nonresident Bidders, (§ 2252.002.) The bidder will complete form WRD-259 which must be submitted with the bid. Forms to be submitted with Bid: Bidder's Certifications regarding Equal. Employment Opportunity and Non-Segregated Facilities(WRD-255) • Prime Contractor Affirmative Steps Certification and Goals (WRD-217) • Vendor Compliance with Non-Resident Bidder Requirements (WRD-259) WRD-702C Revised 2-28-2045 5 1 k Construction Contract Supplemental Conditions Conditions: 1. PRIVITY OF CONTRACT Funding for this project is expected to be provided in part by the Texas Water Development.Board. Neither the State of Texas, nor any of its departments, agencies or employees is, or will be, a party to this contract or any lower tier contract. This contract is subject to applicable provisions 31 TAC Chapter 353 in effect on the date of the assistance award for this project. 2. DEFINITIONS (a) The term Owner means the local entity contracting for the construction services. (b) The teen "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. 3. 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 any manner affect the conduct of the work, and shall indemnify and save harmless the Owner, Texas Water Development Board, 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. 4. REVIEW BY OWNER, and TWDB (a) The Owner, authorized representatives and agents of the Owner, and TWDB shall, at all times have access to and be permitted to observe and review all work, materials, equipment, payrolls, -� personnel records, employment conditions, material invoices, and other relevant data and records pertaining to this Contract, provided,however that all instructions and approval with respect to the work will be given to the Contractor only by the Owner through authorized representatives or agents. (b) Any such inspection or review by the TWDB shall not subject the State of Texas to any action for damages. 5. PERFORMANCE AND PAYMENT BONDS Each contractor awarded a construction,contract furnish performance and payment bonds: (a) the performance bond shall include without limitation guarantees that work done under the contract will be completed and performed according to approved plans and specifications and in accordance with sound construction principles and practices; and (b) the performance and payment bonds shall be in a penal sum of not less than 100 percent of the contract price and remain in effect for one year beyond the date of approval by the engineer of the political subdivision. (c) The contractor shall utilize a surety company which is authorized to do business in Texas in accordance with Art. 7.19-1. Bond of Surety Company; Chapter 7 of the Insurance Code. WRD-702C Revised 2-28-2005 6 P 6. PROGRESS PAYMENTS AND PAYMENT SCHEDULE fp,, (a) The Contractor shall submit for approval immediately after execution of the Agreement, a carefully prepared Progress Schedule, showing the proposed dates of starting and completing each of the various sections of the work, the anticipated monthly payments to become due the Contractor, and the accumulated percent of progress each month. (b) The following paragraph applies only to contracts awarded on a lump sum contract price: COST BREAKDOWN - The Contractor shall submit to the Owner a detailed breakdown of his estimated cost of all work to be accomplished under the contract, so arranged and itemized as to meet the approval of the Owner or funding agencies. This breakdown shall be submitted promptly after execution of the agreement and before any payment is made to the Contractor for the work performed under the Contract. After approval by the Owner the unit prices established in the breakdown shall be used in estimating the amount of partial payments to be made to the b Contractor. (c)Progress Payments (1) The Contractor shall prepare his requisition for progress payment as of the last day of the payment month and submit it, with the required number of copies, to the Engineer for his review. Except as provided in Paragraph(3)of this subsection, the amount of the payment due the Contractor shall be determined by adding to the total value of work completed to date, the value of materials properly stored on the site and deducting(1) five percent (5%) PO minimum of the total amount, as a retainage and (2) the amount of all previous payments. The total value of work completed to date shall be based on the actual or estimated quantities of work completed and on the unit prices contained in the agreement (or cost breakdown approved pursuant to section 6.b relating to lump sum bids) and adjusted by approved change orders. The value of materials properly stored on the site shall be based upon the estimated quantities of such materials and the invoice prices. Copies of all rinvoices shall be available for inspection by the Engineer. (2) The Contractor shall be responsible for the care and protection of all materials and work upon which payments have been made until final acceptance of such work and materials by the Owner. Such payments shall not constitute a waiver of the right of the Owner to require the fulfillment of all terms of the Contract and the delivery of all improvements embraced in this Contract complete and satisfactory to the Owner in all details. (3) This clause applies to contracts when the Owner is a Municipal Utility District, or Water Control and Improvement District. The retainage shall be ten percent minimum of the amount otherwise due until at least fifty percent of the work has been completed. After the project is fifty percent completed, the District may reduce the retainage from ten percent to no less than five percent. (4)The five percent(5%) minimum retainage of the progress payments due to the Contractor may not be reduced until the building of the project is substantially complete and a reduction in the retainage has been authorized by the TWDB. (5) The following clause applies only to contracts where the total price at the time of execution r- is$400,000 or greater and the retainage is greater than 5%and the Owner is not legally exempted from the condition(i.e certain types of water districts). WRD-7020 Revised 2-28-2005 7 The Owner shall deposit the retainage in an interest-bearing account, and the interest earned on such retainage funds shall be paid to the Contractor after completion of the contract and final acceptance of the project by the Owner. (d) Withholding Payments. The Owner may withhold from any payment otherwise due the .� Contractor so much as may be necessary to protect the Owner and if so elects may also withhold any amounts due from the Contractor to any subcontractors or material dealers, for work performed or material furnished by them. The foregoing provisions shall be construed solely for -. the benefit of the Owner and will not require the Owner to determine or adjust any claims or disputes between the Contractor and his subcontractors or Material dealers, or to withhold any moneys for their protection unless the Owner elects to do so. The failure or refusal of the Owner to withhold any moneys from the Contractor shall in no way impair the obligations of any surety or sureties under any bond or bonds furnished under this Contract. (c) Payments Subject to Submission of Certificates. Each payment to the Contractor by the Owner shall be made subject to submission by the Contractor of all written certifications required of him and his subcontractors by Section 3 hereof(relating to labor standards) and other general �• and special conditions elsewhere in this contract. (e) Final Payment. -+ (1)Upon satisfactory completion of the work performed under this contract, as a condition before final payment under this contract or as a termination settlement under this contract the contractor shall execute and deliver to the Owner a release of all claims against the Owner arising under, or by virtue of, this contract, except claims which are specifically exempted by the contractor to be set forth therein. Unless otherwise provided in this contract, by State law or otherwise expressly agreed to by the parties to this contract, final payment under this contract or settlement upon termination of this contract shall not constitute a waiver of the Owner's claims against the contractor or his sureties under this contract or applicable performance and payment bonds. (2) After final inspection and acceptance by the Owner of all work under the Contract, the Contractor shall prepare his requisition for final payment which shall be based upon the carefully measured or computed quantity of each item of work at the applicable unit prices stipulated in the Agreement or cost breakdown (if lump sum), as adjusted by approved change orders. The total amount of the final payment due the Contractor under this contract shall be the amount computed as described above less all previous payments. (3) The retainage and its interest earnings, if any, shall not be paid to the Contractor until the MWf TWDB has authorized a reduction in, or release of,retainage on the contract work. (4) Withholding of any amount due the Owner,under general and/or special conditions regarding "Liquidated Damages," shall be deducted from the final payment due the Contractor. 7. WORKMAN'S COMPENSATION INSURANCE COVERAGE (a) The contractor shall certify in writing that the contractor provides workers' compensation insurance coverage for each employee of the contractor employed on the public project. (b) Each subcontractor on the public project shall provide such a certificate relating to coverage of the subcontractor's employees to the general contractor, who shall provide the subcontractor's certificate to the governmental entity. WRD-7020 Revised 2-28-2045 $ '"+ c A contractor who ho has a contract that requires workers compensation insurance coverage may provide the coverage through a group plan or other method satisfactory to the governing body of the governmental entity. - (d) The employment of a maintenance employee by an employer who is not engaging in building or construction as the employer's primary business does not constitute engaging in building or construction. (e)In this section: (1) "Building or construction" includes: (A) erecting or preparing to erect a structure, including a building, bridge, roadway, public utility facility, or related appurtenance; (B) remodeling, extending, repairing,or demolishing a structure; or (C) otherwise improving real property or an appurtenance to real property through similar activities. (2) "Governmental entity" means this state or a political subdivision of this state. The term includes a municipality. 8. CHANGES (a)The Owner may at any time, without notice to any surety, by written order, make any change in the work within the general scope of the contract, including but not limited to changes: (1) In the specifications (including drawings and designs), (2) In the time,method or manner of performance of the work; (3) In the Owner-furnished facilities, equipment, materials, services or site, or (4)Directing acceleration in the performance of the work. (5)The original contract price may not be increased under this section by more than 25 percent. The original contract price may not be decreased under this section by more than 25 percent without the consent of the contractor. (Local Government Code 271.060) (b)A change order shall also be any other written order(including direction, instruction, interpretation or determination) from the Owner which causes any change, provided the contractor gives the Owner written notice stating the date, circumstances and source of the order and that the contractor regards the order as a change order. (c)Except as provided in this clause,no order, statement or conduct of the Owner shall be treated as a change under this clause or entitle the contractor to an equitable adjustment. (d) If any change under this clause causes an increase or decrease in the contractor's cost or the time required to perforin any part of the worm under this contract,whether or not changed by any order, the Owner shall make an equitable adjustment and modify the contract in writing. Except for claims based on defective specifications, no claim for any change under paragraph (a)(2) above shall be allowed for any costs incurred more than 20 days before the contractor,gives written notice as required in paragraph(a)(2). In the case of defective specifications for which the Owner is responsible, the equitable adjustment shall include any increased cost the contractor reasonably incurred in attempting to comply with those defective specifications. (e)If the contractor intends to assert a claim for an equitable adjustment under this clause, the contractor must, within 30 days after receipt of a written change order under paragraph (a)(1)or the furnishing of a written notice under paragraph (a)(2), submit a written statement to the Owner setting forth the general nature and monetary extent of such claim The Owner may extend the 30- day period. The contractor may include the statement of claim in the notice under paragraph (2) of this changes clause. (£)No claim by the contractor for an equitable adjustment shall be allowed if made after final payment under this contract. (g) Changes that involve an increase in price will be supported by documentation of the costs components in a format acceptable to the Owner. WRD-7020 Revised 2-28-2005 9 9. PREVAILING WAGE RATES -. This Contract is subject to Government Code Chapter 2258 concerning payment of Prevailing Wage Rates. The Owner will determine what are the general prevailing rates in accordance with the statute. The applicable provisions include, but are not limited to the following: §2258.021. Right to be Paid Prevailing Wage Rates (a) A worker employed on a public work by or on behalf of the state or a political subdivision of the state shall be paid: (1) not less than the general prevailing rate of per diem wages for work of a similar character in the locality in which the work is performed; and (2) not less than the general prevailing rate of per diem wages for legal holiday and overtime work. (b) Subsection (a) does not apply to maintenance work. (c) A worker is employed on a public work for the purposes of this section if the worker is employed by a contractor or subcontractor in the execution of a contract for the public work with the state, a political subdivision of the state, or any officer or public body of the state or a political subdivision of the state. Added by Acts 1995, 74th Leg., ch. 76, § 5.49(a), eff. Sept. 1, 1995. Amended by Acts 1997, 75th Leg., ch. 165, § 18.01, eff. Sept. 1, 1997. § 2258.023. Prevailing Wage Rates to be Paid by Contractor and Subcontractor; Penalty — (a) The contractor who is awarded a contract by a public body or a subcontractor of the contractor shall pay not less than the rates determined under Section 2258.022 to a worker employed by it in the execution of the contract. (b) A contractor or subcontractor who violates this section shall pay to the state or a political subdivision of the state on whose behalf the contract is made, $60 for each worker employed for each calendar day or part of the day that the worker is paid less than the wage rates stipulated in the contract. A public body awarding a contract shall specify this penalty in the contract. (c) A contractor or subcontractor does not violate this section if a public body awarding a contract does not determine the prevailing wage rates and specify the rates in the contract as provided by Section 2258.022. (d) The public body shall use any money collected under this section to offset the costs incurred in the administration of this chapter. (e) A municipality is entitled to collect a penalty under this section only if the municipality has a population of more than 10,000. Added by Acts 1995, 74th Leg., ch. 76, § 5.49(a), eff. Sept. 1, 1995. § 2258.024. Records (a) A contractor and subcontractor shall keep a record showing: (1) the name and occupation of each worker employed by the contractor or subcontractor in the construction of the public work; and (2) the actual per diem wages paid to each worker. (b) The record shall be open at all reasonable hours to inspection by the officers and agents of the public body. ; Added by Acts 1995, 74th Leg., ch_ 76, § 5.49(a), eff. Sept. 1, 1995. § 2258.025. Payment Greater Than Prevailing Rate Not Prohibited This chapter does not prohibit the payment to a worker employed on a public work an amount greater than the general prevailing rate of per diem wages. Added by Acts 1995, 74th Leg., ch. 76, § 5.49(a), eff. Sept. 1, 1995. 10. CONTRACT WORK HOURS REQUIRMENTS (29 CFR 5.1, & 5.6) - `Phis provision only applies to Clean Water State Revolving Fund Program projects and Drinking Water WRD-702C Rmsed 2-28-2005 tp r Financial Assistance Program projects which receive funds made directly available by Federal funding. This contract is subject to Title 29 Code of Federal regulations Part 5 concerning Contract Work Hours, including but not limited to the following. Sec.5.5 Contract provisions and related matters. (a)omitted. (b) Contract Work Hours and Safety Standards Act.The Agency Head shall cause or require the contracting officer to insert the following clauses set forth in paragraphs (b)(1), (2), (3), and (4) ,�. of this section in full in any contract in an amount in excess of$100,004 and subject to the overtime provisions of the Contract Work Hours and Safety Standards Act. These clauses shall be inserted in addition to the clauses required by Sec. 5.5(a) or 4.6 of part 4 of this title. As used r. in this paragraph, the terms laborers and mechanics include watchmen and guards. (1) Overtime requirements. No contractor or subcontractor contracting for any part of the contract work which may require or involve the employment of laborers or mechanics shall require or permit any such laborer or mechanic in any workweek in which he or she is employed on such work to work in excess of forty hours in such workweek unless such laborer or mechanic receives compensation at a rate not less than one and one-half times the N• basic rate of pay for all hours worked in excess of forty hours in such workweek. (2) Violation; liability for unpaid wages; liquidated damages. In the event of any violation of the clause set forth in paragraph(b)(1)of this section the contractor and any subcontractor responsible therefor shall be liable for the unpaid wages. In addition, such contractor and subcontractor shall be liable to the United States (in the case of work done under contract for the District of Columbia or a territory,to such District or to such territory), for liquidated damages. Such liquidated damages shall be computed with respect to each individual laborer or mechanic, including watchmen and guards,employed in violation of the clause set forth in paragraph(b)(1) of this section, in the sung of$10 for each calendar day on which such individual was required or permitted to work in excess of the standard workweek of forty hours without payment of the overtime wages required by the clause set forth in paragraph (b)(1) of this section. (3) Withholding for unpaid wages and liquidated damages. The (write in the name of the Federal agency or the loan or grant Owner)shall upon its own action or upon written request of an authorized representative of the Department of Labor withhold or cause to be withheld, from any moneys payable on account of work performed by the contractor or subcontractor under any such contract or any other Federal contract with the same prime contractor, or any other federally-assisted contract subject to the Contract Work Hours and Safety Standards Act,which is held by the same prime contractor, such sums as may be determined to be necessary to satisfy any liabilities of such contractor or subcontractor for unpaid wages and liquidated damages as provided in the clause set forth in paragraph (b)(2) of this section. * (4) Subcontracts. The contractor or subcontractor shall insert in any subcontracts the clauses set forth in paragraph(b)(1) through (4)of this section and also a clause requiring the subcontractors to include these clauses in any lower tier subcontracts. The prime contractor shall be responsible for compliance by any subcontractor or lower tier subcontractor with the clauses set forth in paragraphs (b)(1) through(4) of this section. (c) In addition to the clauses contained in paragraph(b), in any contract subject only to the Contract Work Hours and Safety Standards Act and not to any of the other statutes cited in Sec. 5.1,the Agency Head shall cause or require the contracting officer to insert a clause requiring that the contractor or subcontractor shall maintain payrolls and basic payroll records during the course of the work and shall preserve them for a period of three years from the completion of the contract for all laborers and mechanics, including guards and watchmen, working on the contract. Such records shall contain the name and address of each such employee, social security number, correct classifications, hourly rates of wages paid, daily and weekly number of hours worked, deductions made, and actual wages paid. Further, the Agency Head shall cause or �+ WRD-702C Revised 2-28-2005 2 i I require the contracting officer to insert in any such contract a clause providing that the records to be maintained under this paragraph shall be made available by the contractor or subcontractor for inspection,copying, or transcription by authorized representatives of the(write the name of agency) and the Department of Labor, and the contractor or subcontractor will permit such representatives to interview employees during working hours on the job. 11. EQUAL EMPLOYMENT OPPORTUNITY AND AFFIRMATIVE ACTION-This provision only applies to Cleats Water State Revolving Found Program projects and Drinking Water Financial Assistance Program projects which receive funds made directly available by Federal funding and the contract agreement is for more than $10,000. During the performance of this contract, the Contractor agrees as follows: (a)The Contractor will not discriminate against any employee or applicant for employment because of race, color, religion, sex, age, handicap, or national origin. The Contractor will take afftmative action to ensure that applicants are employed, and that employees are treated during employment without regard to their race, color, religion, sex, age, handicap, or national origin. Such action shall include,but not be limited to the following: ' Employment, upgrading, demotion,or transfer; recruitment or recruitment advertising; layoff or termination; rates of pay or other forms of compensation, and selection for training, including apprenticeship. The Contractor agrees to post in conspicuous places, available to employees and applicants for employment,notices to be provided setting forth the provisions of this nondiscrimination clause. (b)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. (c)The Contractor will send to each labor union or representative of workers with which he has a collective bargaining agreement or other contract or understanding, a notice to be provided advising the said labor union or workers'representatives of the Contractor's commitments under this section, and shall post copies of the notice in conspicuous places available to employees and applicants for employment. � (d)The Contractor will comply with all provisions of Executive Order 11246 of September 24, 1965, the Age Discrimination in Employment Act of 1967,29 U_S.C.A. 521 (1985), .� Executive Order 12250 of November 2, 1984,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. M* (e)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. (f) 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 WRD-702C Revised 2-28-2005 i� September 24, 1965, or by rule, regulation, or order of the Secretary of Labor, or as otherwise provided by law. (g)The Contractor will include theortion of the sentence immediate) preceding p YP g (a)and the provisions of paragraphs (a) through (g) in every subcontract or purchase order unless exempted by rules, regulations, or orders of the Secretary of Labor issued pursuant to section 204 of Executive Order 11246 of September 24, 1965, so that such provisions will be binding upon each subcontractor or vendor. The Contractor will take such action with respect to any subcontract or purchase order as the administering agency may direct as a means of enforcing such provisions, including sanctions for noncompliance: PROVIF?ED, 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, (h)The Contractor will comply with Executive Order 11246 based on its implementation of the Equal Opportunity Clause, specific affirmative action obligations required by the Standard Federal Equal Employment Opportunity Construction Contract Specifications, as i set forth in 41 CFR Part 60-4 and its efforts to meet the goals established for the geographical area where the Contract is to be performed. The hours of minority and female employment and training must be substantially uniform throughout the length of the Contract, and in each trade, and the Contractor shall make a good faith effort to employ minorities and women evenly on each of its projects. The transfer of minority or female employees or trainees from Contractor to Contractor or from project to project for the sole purpose of meeting 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 Register 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 r, expected to snake substantially uniform progress toward its goal in each craft during the period specified. Whenever the Contractor, or any subcontractor at any tier, subcontracts a portion of the work involving any construction trade, it shall physically include in each subcontract in excess of$10,000 the provisions of these specifications and the notice which contains the applicable goals set for minority and female participation and which is set forth in the solicitations from which this contract resulted. 12. DEBARMENT AND SUSPENSION - This provision applies only to Clean Water State 4 Revolving Fund Program projects and Drinking Water Financial Assistance Program projects which receive funds made directly available by Federal funding. This contract is subject to the Title 44 Code of Federal Regulations Part 32 concerning Debarment and Suspension. The contractor will comply with the assurances provided with the bid that led to this contract. 13. MINORITY AND WOMEN-OWNED BUSINESSES ENTERPRISES-This provision only applies to Clean Water State Revolving Fund Program projects and Drinking Water Financial Assistance Program projects. WRD-7020 Revised 2-28-2005 13 (a) The Contractor shall, if awarding sub-agreements, to the extent appropriate for the goals listed in the instructions to bidders make a good faith effort to use minority and women business when possible as sources of supplies,construction, equipment and services by taking the following steps: (1) Including qualified small, minority, and women's businesses on solicitation lists; (2) Assuring that small, minority, and women's businesses are solicited whenever they are potential sources; (3) Dividing total requirements,when economically feasible, into small tasks or quantities to -� permit maximum participation of small, minority, and women's businesses; (4) Establishing delivery schedules, where the requirements of the work permit, which will encourage participation by small, minority, and women's businesses; and (5) Using the services and assistance of the Small Business Administration and the Office of Minority Business Enterprise of the U.S. Department of Commerce, as appropriate. (b)The Contractor shall submit to the Owner information on utilization of minority and women business enterprises within 34 days of entering into an agreement with a minority or women business enterprise. The information shall include reporting called for in SRF-052,Texas Water Development Board Guidance for Utilization of Small,Minority& Women-Owned Businesses in Procurement. (c) The Contractor shall maintain a documentation file on all efforts to obtain Minority and Women-Owned Business Participation. 14,ARCHEOLOGICAL DISCOVERIES AND CULTURAL RESOURCES � No activity which may affect properties listed or properties eligible for listing in the National Register of Historic Places, or eligible for designation as a State Archeological Landmark is authorized until the Owner has complied with the provisions of the National Historic Preservation Act and 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 archeological deposits during -� construction. If archeological sites or historic structures which may qualify for designation as a State Archeological Landmark according to the criteria in 13 TAC 41.6 -41.14, or that may be eligible for listing on the National Register of Historic Places in accordance with 36 CFR Part 800, 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 Antiquities Committee, P.O. Box 12276, Capitol Station, Austin, Texas 78711-2276. The Contractor shall take reasonable steps to protect and preserve the discoveries until they have been inspected by the Owner's representative and the TWDB. The Owner will promptly coordinate with the State Historic Preservation Officer and any other appropriate agencies to obtain any necessary approvals or permits to enable the work to continue. The Contractor shall not resume work in the area of the discovery until authorized to do so by the Owner. WR.D-7020 Revised 2-28-2005 14 r 15. ENDANGERED SPECIES No activity is authorized that is likely to jeopardize the continued existence of a threatened or endangered species as listed or proposed for listing under the Federal Endangered Species Act (ESA), and/or the State of Texas Parks and Wildlife Code on Endangered Species, or to destroy or adversely modify the habitat of such species. I€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 mitigation actions. The Contractor shall not resume construction in the area of the encounter until authorized to do so by the Owner. 16. HAZARDOUS MATERIALS Materials utilized in the project shall be free of any hazardous materials, except as may be specifically provided for in the specifications. F If the Contractor encounters existing material on sites owned or controlled by the Owner or in material sources that are suspected by visual observation or smell to contain hazardous materials, the Contractor shall immediately notify the Engineer and the {Owner. The Owner will be * responsible for the testing for and removal or disposition of hazardous materials on sites owned or controlled by the Owner. The Owner may suspend the work, wholly or in part during the testing, removal or disposition of hazardous materials on sites owned or controlled by the Owner. 17. PROJECT SIGN A project IDENTIFICATION SIGN will be provided to the contractor. The contractor shall erect the sign in a prominent location at the construction project site or along a major thoroughfare within the community as directed by the Owner. 18. OPERATION AND MAINTENANCE MANUALS AND TRAINING (a) The Contractor shall obtain installation, operation, and maintenance manuals from manufacturers and suppliers for equipment furnished under the contract. The Contractor shall submit three copies of each complete manual to the Engineer within 90 days after approval of shop drawings, product data, and samples, and not later than the date of shipment of each item of equipment to the project site or storage location. (b) The Owner shall require the Engineer to promptly review each manual submitted,noting necessary corrections and. revisions. If the Engineer rejects the manual, the Contractor shall correct and resubmit the manual until it is acceptable to Engineer as being in conformance with design concept of project and for compliance with information given in the Contract Documents. Owner may assess Contractor a charge for reviews of same items in excess of three r (3) times. Such procedure shall not be considered cause for delay. Acceptance of manuals by Engineer does not relieve Contractor of any requirements of terms of Contract. (c) The Contractor shall provide the services of trained, qualified technicians to check final equipment installation, to assist as required in placing same in operation, and to instruct operating personnel in the proper manner of performing routine operation and maintenance of the equipment. WRD-7020 Revised 2-28-2005 15 (d) Operations and maintenance manuals specified hereinafter are in addition to any operation, maintenance, or installation instructions required by the Contractor to install, test, and start-up -� the equipment. (e) Each manual to be bound in a folder and labeled to identify the contents and project to which it -� applies. The manual shall contain the following applicable items: (1) A listing of the manufacturer's identification, including order number, model, serial number, -- and location of parts and service centers. 41 (2) A list of recommended stock of parts, including part number and quantity. -� (3) Complete replacement parts list. (4) Performance data and rating tables. (5) Specific instructions for installation,operation, adjustment, and maintenance. (6) Exploded view drawings for major equipment items. (7) Lubrication requirements. (8) Complete equipment wiring diagrams and control schematics with terminal identification. s" 19. AS-BUILT DIMENSIONS AND DRAWINGS (a) Contractor shall make appropriate daily measurements of facilities constructed and keep accurate records of location (horizontal and vertical)of all facilities. (b) Upon completion of each facility, the Contractor shall furnish Owner with one set of direct prints, marked with red pencil, to show as-built dimensions and locations of all work constructed. As a minimum, the final drawings shall include the following: (1) Horizontal and vertical locations of work. (2) Changes in equipment and dimensions due to substitutions. (3) "Nameplate" data on all installed equipment. (4) Deletions, additions, and changes to scope of work. (5) Any other changes made. _. Forms to be submitted with executed contracts: • Contractor's act of Assurance (ED-1 03) ■ Contractor's Resolution on Authorized Representative(ED-104) Prime Contractor Affirmative Steps Solicitation Report (WR.D-215) • SMWBE Self-Certification (WRD-218) Form to be submitted during construction: • Loan/Grant Participation Summary(SRF-373) WRD-7020 Revised 2-28-2005 16 PRIME CONTRACTOR AFFIRMATIVE STEPS CERTIFICATION and GOALS (WR❑-217) To be completed by Prime Contractor and submitted to TW DB by Applicant/Entity. (s-1-00) IA. �7JDS` B. Aralaiirartf Entity i lProject No. i _Name: L. PROGRAM TYPE ; i11_s 01i4. DRINKING WATER SRF[DWSRF} j CLEAN WATER'SRF(CWSRF) ❑ city of Part Waith COLONIA WASTEWATER(CWrAP) ❑ Other(Describe)f2 D. PRIME CONTRACTOR: E. Contract Amount: cher Western Contractors Ltd. $6,888,500-00 F. Street Address, City, State,Zip code. 2121 Avenue 'J' , Suite 103, Arlington, TX 760106 W _ s � F Y G."GOOD FAITH EFFORT _ � G M. I understand that it is my responsibility to comply with all state and federal regulations and guidance in Utilization of Small, Minority&.Women-Owned Businesses in Procurement. I certify that I will make a"good faith effort"to afford opportunities for SBE, MBE,WBE and SBIZA participation by: 1. including qualified SBEs,MBEs, WBEs and SBRAs on solicitation lists; 2, soliciting potential SBEs,MBEs, WBEs and SBRAs; 3. making efforts to divide total requirements,when economically feasible,into small tasks or quantities to permit maximum participation of SBEs,MBEs, WBEs and S13R4s; 4. making efforts to esfabrish delivery schedules, where the requirements of the work permit which will encourage participation by SBEs,MBEs, INSEs and SSRAs; 5.making efforts to use the services and assistance of the Small Business Administration and the Minority Business Development Agency, U.S. Department of Commerce,as appropriate;and 6.submitting documentation to the Applicant demonstrating "good faith"efforts. H .5-ubc0­,itract-Par56ipatr- s 1 Number of Subcontracts: Eleven (11) 7 ret17eit P_ Category Total Amount Amount ;Percent Amount Percent 1- Construction 6,888,500 $996,721 14.47 502,205-_ 7.29 2. Supplies few 3. Equipment 4. Services SIgnafiizF F.rirne Gantractor , x` r + x r _y - +-r•r ry r. ..-� r + �.•. � .7S" ., rs,..-":J'=r..r ki,:..'p ..G....^sr 5 e t� .s,r�'?��`�"E t�kz'�' � �....3_;,� �c� s�a,, President 8-31-05 L: Sigilahare A plicad3 JEntity.Authorized Re-resentative « �`'°_ ' � , `„ ;` 1 Completion Qhecl ay: Review Engineer Signature: Date: �514A 1 1�► e,,� y SMWBE Coordinator Signature: Date: Y t SMWBE COORDINATOR COMMENTS: W-RD-702C Revised 2-28-2005 17 SRF-404 (5113191) SRF Number w CERTIFICATION REGARDING DEBARMENT, SUSPENSION,AND OTRER RESPONSIBILITY MATTERS The prospective participant certifies to the best of its knowledge and belief that it and its principals: (a) Are not presently debarred, suspended, proposed for debarment, declared ineligible, or voluntarily excluded from covered transactions by any Federal department or agency; (b) Have not within a three year period preceding this proposal been convicted of or had a civil judgement rendered against them for commission of fraud or a criminal offense in .. connection with obtaining, attempting to obtain, or performing a public (Federal, State, or local)transaction or contract under a public transaction; violation of Federal or State antitrust statutes or commission of embezzlement, theft, forgery, bribery, falsification or destruction of records, making false statements, or receiving stolen property, (c) Are not presently indicted for or otherwise criminally or civilly charged by a government entity(Federal, State, or local)with commission of any of the offenses enumerated in paragraph(1)(b) of this certification; and (d) Have not within a three-year period preceding this application/proposal had one or more public transactions (Federal, State, or local) terminated for cause or default. T understand that a false statement on this certification may be grounds for rejection of this proposal or termination of the award. In addition, under 18 USC Sec. 1001, a false statement may result in a fine of up to $10,000 or imprisonment for up to 5 years, or both.. Matthew-Walsh/President Typed N stle of A honied taSavr. signature of Authorized Represmtative Date September 30, 2005 I am unable to certify to the above statements. My explanation is attached. IT, tj ED-104 5119102 CONTRACTOR'S RESOLUTION ON AUTHORIZED REPRESENTATIVElte "CONTRACTOR'S ACT OF ASSURANCE RESOLUTION"} Matthew Walsh Name or Names I hereby certify that it was RESOLVED by a quorum of the directors of the Archer Western. Contractors, Ltd. , meeting name of corporation on the day of 4/18 , 20__25that Matthew Walsh , and be, and hereby is, authorized to act on behalf of Archer Western contractors, Ltd. , as its .r name of corporation 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 30th day of September ,2( - rt` Z-,-J�,- Secretary (seal) ADDENDUM NO.2 ED-103 03103101 a• CONTRACTOR'S ACT OF ASSURANCE STATE OF TEXAS COUNTY OF Tarrant BEFORE ME, Terri Keck1ga Notary Public duly commissioned and qualified in and for the County of Tarrant in the State of Texas came and appeared '" Matthew Walsh as represented by AWCL* , the corporation's President . , who declares he/she is authorized to represent AWCL* pursuant to provisions of a resolution adopted by said corporation on the 14th day of April , 2005 (a duly certified copy of such resolution is attached to and is hereby made a part of this document). Matthew Walsh as the representative of AWCL* declares that AWCL* assures the Texas Water Development Board that it will construct Eagle Mountain project at_ Fort worth , Texas, in accordance with sound construction practice, all laws of the State of Texas, and the rules of the Texas Water Development Board. MY ` ` , �� ��z GnTN UNDER HAN.[�` � V P�l�tl7l5 30th day of September , C J 204 5 A.D. PI /,I'// <►+r+ lir +�\��r�\`4` Terri A. Keckler PM Printed Name My Commission expires July 3, 2007 r *Ascher western Contractors, Ltd. ADDENDUM NO. 2 f Corporate Resolution po I, the undersigned, do hereby certify, that the following is a complete, 'true and correct copy of certain resolutions of the Board of Directors of Archer Western Contractors, Ltd., a corporation duly organized and existing under the laws of the State of Illinois, which .. resolutions were duly adopted at a daily called meeting of said Board, held on April 14th, 2005, a quorum being present, and are set forthh in the minutes of the said meeting; that I am the keeper of the corporate seal and of the minutes and records of the Corporation; and that the said resolutions have not been rescinded or modified: Be it resolved, that the following individuals are duly authorized to sign legal �+ documents for the Corporation: Matthew Walsh President r Donald A. Gillis Vice President Jahn P. Slattery Secretary Be it further resolved, that each of the foregoing resolutions shall continue in force until express written notice of its recession or modification. '" I Further Certify that the following named persons are Officers of said Corporation, duly qualified and not acting as such: � r �r President r Matthew Walsfi Vice President � L��►C•C/' Da Id A. Gillis Secretary John P. Slatte In Witness Whereof, I have hereunto su s be y name and affixed the seal of the said Corporation, this 10 day of April,A.D 0 . Secretary l WRD-254 3/20/02 VENDOR COMPLIANCE WITH RECIPROCITY ON NON-RESIDENT BIDDERS Government Code 225ZO02 provides that, in order to be awarded a contract as low bidder, a non- resident bidder must bid projects for construction, improvements,supplies or services in Texas at an amount lower than the lowest Texas resident bidder by the same amount that a Texas resident bidder would be required to underbid a non-resident bidder in order to obtain a comparable contract in the state in which the non-resident's principal place of business is located. A non-resident bidder is a contractor whose corporate offices or principal place of business is outside of the state of Texas. This requirement does not apply to a contract involving Federal funds. The appropriate blanks in Section A must be filled out by all out-of-state or non-resident bidders in order for your bid to meet specifications. The failure of out-of-state or non-resident contractors to do so will automatically disqualify that bidder. Resident bidder's must check the blank in Section B. ,., A. Non-resident vendors in (give state), our principal place of business, are required to bepercent lower than resident bidders by state law. A copy of the statute is attached. w, Non.-resident vendors in Georgia (give state), our principal place of business, are not required to underbid resident bidders. B. Our principal place of business or corporate offices are in the State of Texas: BIDDER: Archer Western Contractors, Ltd. Company Arlington, TX 76006 City State Zip Matthew Walsh By: (please prinV �f Signature President Title: (please print) THIS FORM MUST BE RETURNED WITH YOUR BID WRD-702C Revised 2-28-2005 19 wRD-267 7-25-02 WED-255 09/12/01 BIDDER'S EEO/NSF CERTIFICATIONS (WRD-255) Project Mame Eagle Mountain Raw Water Pump Station Improvements Project Number P164-0601.64052004 Contract For The City of Fort Worth, Texas The fallowing certifications must be completed by the bidder for each contract. A. EQUAL EMPLOYMENT UpPROTUNITY: X) I have developed and have on file at my each establishment affirmative action programs pursuant to 41 CFR Part 60-2. -R (� I have participated in previous contract(s)or subcontract(s) subject to the equal opportunity clause under Executive Orders 11246 and 11375. I have filed all reports due under the requirements contained in 41 CFR 60-1.7. ( } I have not participated in previous contracts(s) subject to the equal opportunity clause under Executive Orders 11246 and 11375. { I will obtain a similar certification from any proposed subcontractor(s),when appropriate. B. NONSEGREGATED FAC LMES (x) I certify that I do not and will not maintain any facilities provided for my employees in a segregated manner, or permit my employees to perform their services at any location under my control where segregated facilities are maintained; and that I will obtain a similar certification prior to the award of any federally assisted subcontract exceeding $10,000 which is not exempt from the equal opportunity clause as required by 41 CFR 60-1.8. I understand that a false statement on this certification may be grounds for rejection of this bid proposal or termination of the contract awards Matthew Walsh/President Typed I3,�uaa&Tltl of B'#&O, is Apt4arized Representative / G-.4V- Z C 'r Signature of Bidder's Authorized Representative August 25, 2005 Date Archer Western Contractors Ltd. Name&Address of Bidder 2121 Avenue 'J' , Suite 103, Arlington, Tx 76006 wRT}-7020 Revised 2-28-2005 1 S r t r r r t t r PART F BONDS & INSURANCE t r t r i f i DATECMM/DD/vY ACDRDM CERTIFICATE OF LI.A.BILL INSURANCE 10/z�/D5 PRODUCER Aon Risk Services, Inc. of Illinois THIS CERTIFICATE 1S ISSUES AS A MATTEROF INFORMATION ONLY 200 East Randolph AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS Chicago IL 60641 USA CERTIFICATE DOES NOT AMEND,EXTEND OR ALTER THE p COVERAGE AFFORDED BVTHE POLICIES BELOW. n N r>tovL.(866) 283-7122 PAx-(847) 953-5390 INSURERS AFFORDING COVERAGE INSURED INSURER A. ACE American Insurance Company Archer Western Contractors, Ltd_ iNSURERs: Westchester Fire Insurance Co 2.121 Avenue Suite 143 INSURER C- Arlington TX 76006 USA INSURER P: c as INSURER E b ��GKS Thk Ccriffim e,iw.ML kilmid"LII 10",acify all cnd0[ omcis15 coYefa+eS-lem15.conditions and txclusians of the pokies shown.. v THE POLICIES OF INSURANCE LISTED BELOW 14AVE SEEN ISSUED TO THE INSURED NAMED ABOVE FOR TFiE POLICY PERIOD FNDICATED,NOTWITHSTANDING � ANY REQUIREMENT,TER_IN OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY � T PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TER-MS,EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAIL?CLAIMS. I:NSR POLICY EFFECTIVE POLICY EXPIRATION LTR TYPE OF INSURANCE POLICY NUMBER IIATEIMM1DDlYYI DATEfhiN1i1D1YY} LIMM, Sn A GGENERALL3A1IILITV HoOG19401927 04/41/0$ 04/01/O6 EACH OCCURRENCE SI,000,000 � v }( COMNtERC1AL GENERhL LIABILITY FIRE DAMAMAnv one Fire 3146,000 CLAIMS MADE M OCCUR MEDEXP(AnyenePrrvon) 510,000 a PERSONAL&At1VI:NRIRr $1,000,044 GENERALAGGRE0ATE $2.001000 GEN'L AGG REGATE LIMIT APPLIES PER: PRO. PRODUCTS-COMPIOP AGG $2,000,000 O POLICY X IECT LOC a A AUTOMOBILE LIARMITV CALH08009094 44/01/05 06/01/05 COMB INED SINGLE LIMIT X ANY AUTO (Enaecidenl) $2,000,000 w ALL OWNED AUTOS BODILY INJURY SCHEDULED AUTOS (Per Pcrxnn; X HIRED AUTOS BODILY INJURY X NON OWNED AUTOS {Pcr3ecidentl PROPERTY DAMAGE (Per an idea O GARAGE LIA BI LM AUTO ONLY-EA ACCIDENT HANY AUTO OTItER7liAN EA ACC AUTO ONLY ACC 8 EXCESSLIA.RILITY cuw78065S 04/01/05 04101/06 kACHOCCURREiNCE S10,000,000 X OCCUR CLAIMS MADE AGGREGATE $10,000,040 DEDUCT18LE RETENTION A WLRC44187176 04/01/45 44/01/06 X wC STAT I:hIPLOYERS'LIABItLITYLI7'Y 64/41/45 Q4/Dl/0fi U• orx- A WORKERS COMPENSATIONANP SCFC44187164 Td Y! MIT$ I ER. F L.EACH ACCIDENT 31,040,000 -_ E.L.DISEASE-POLICY LIMIT $1,040,000 - E.L DISEASE-FA EMPLOYEE $1,000,000 OTHER DESCRIPTION OF OPERATIONSJLOCATIONSIYEHICLFSIEXCLUSIQNS ADDED BY ENDORSEMENTISPECIAL PROVISIONS _ RE: Eagle Mountain Water Treatment Plant - Archer Western 3o6 #205101 City of Fort Worth Texas Project: No.. P164-060164052404 See Attached - Additional Insureds. CENTIFICATF HOLUR CANCELLATIQN City of Fort Worth water Department SIIOUI.DANY OFTHE ABOVE DESCRIBED POLICIES BECANCELLED BEFORE THEEXPIRATION 100 Throckmorton street DATE THEREOF.THE ISSUING COMPANY WILL ENDEAVOR TO MAIL Fort Worth TX 76102 USA 3u DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT. BUT FAILURE TO DO SOSHALL IMPOSC NO OBLIGATION OR LIABILITY OFANY KIND UPONTHECOMPANY.ITS AGENTS OR PEPRESENTATNES. AI,FH IOR1lE D REPRESENTATIVE A {IRI?2- 7147 — CQRPORAnON 198 INSURED Archer western Contractors, Ltd, 2121 Avenue 7 Suite 103 Arlington Tx 76006 USA Attachment 1. City of Fort worth (Owner) 2. CH2M Hill (Engineer) 3. Freese & Nichols, Inc. (construction Manager) are Additional Insureds pertaining to General Liability with respects to liability arising out of the Named insured's operations on the referenced project. Professional services for Architects, Engineers, consultants, etc. are excluded. CerlaCcate No: 570015466886 City of Fon Worth F Eagle Mountain Raw Water Pump Station Improvements CERTIFICATE OF INSURANCE TO: CITY OF FORT WORT 1, TEXAS DATE: NAME OF PROTECT: PROJECT NUMBER(S): THIS IS TO CERTIFY THAT (Name and Address of Insured) is at the date of this certificate, insured by this Company with respect to the business operations hereinafter described, for the type of insurance and in accordance with the provisions of the standard policies used by this Company,and further hereinafter described. Exceptions to standard policy noted on the reverse side hereof. r TYPE OF INSURANCE Polis No. Effective Expires Limits of Liability Worker's Compensation Comprehensive General Bodily Injury: Liability Insurance Ea_Occurrence: $ (Public Liability) Property Damage Ea. Occurrence S Elastin Collapse of Buildings or structures adjacent Ea. Occurrence $ to excavations Damage to Underground Utilities Ea. Occurrence S Builder's Risk Bodily Injury: Comprehensive Ea.Person $ Automobile Ea. Occurrence: $ Liability Property Damage Ea. Occurrence $ Bodily Injury: Contractual Liability Ea. Occurrence: $ Property Damage Ea. Occurrence Other Location covered: Description of'Operations covered: Part F-Insurance I='-l 7/10105 City of Fon Worth Eagle Mountain Raw Water Pump Station Improvements 1 The above policies either in the body thereof or by appropriate endorsement provide that they may not be charged or canceled by the insurer in less than five(5)days after the insured has received written notice of such change/or cancellation. Where applicable local laws or regulations require more than five (5)days actual notice of change or cancellation to be assured, the above policies contain such special requirements, either in the body thereof or by appropriate endorsement thereto attached. Agency Fort Worth Address By Address Title Part F-Insurance F-2 7110/05 -- PART G CONTRACT r C PART +G - CONTRACT THE STATE OF TEXAS COSY OF TARRANT THIS CONTRACT, made and entered into Oc,#u hP, 2(.u5-- by and between the City of Fort Worth, a home-rule municipal corporation located in Tarrant County, Texas, acting through its City Manager thereunto duly authorized so to do, Party of the First Part, hereinafter termed"OWNER", and Archer Western contractors, Ltd. r. of the City of Arlington County of Tarrant and State of Texas , Party of the Second Part,hereinafter termed "CONTRACTOR". r WITNESSETH: That for and in consideration of the payments and agreements hereinafter mentioned, to be made and performed by the Party of the First Part (Owner), said Party of the Second Part (Contractor)hereby agrees with the said Party of the First Part (Owner) to commence and complete certain work described as follows: City of Fort Worth, Texas Eagle Mountain Raw Water Pump Station Improvements Project No. P164-060164052004 and all extra work connected therewith, under the terms as stated on the Contract Documents, and at his (their) own proper cost and expense to fiunish all the materials, supplies,machinery, equipment, tools, superintendence, labor,bonds, insurance,and other accessories and services necessary to complete the said construction, in accordance with all the requirements of the Contract Documents, which include all maps, plats, blueprints and other drawings and printed or written explanatory matter; thereof, and the specifications thereof, as prepared by the Engineers 4W employed by the Owner, each of which has been identified by the endorsement of the Contractor and the Engineers thereon,together with the Contractor's Written Proposal and the other parts of the Contract Documents hereto attached, including the Fort Worth Water Department General Contract Documents and General Specifications, all of which are made a part hereof and collectively evidence and constitute the entire contract. f+ 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 and Totally 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. " G-1 P r� IN WITNESS WHEREOF, the Parties to these presents have executed this Contract in quadruplicate in the year and day first above written. ATTEST: City of Fort Worth, Texas (Owner) Party of the First Part Wartt, S1St Tty Manag Cid.City ecretary Contraot ARUt.ho itgt1G'l (SEAL) Date WITNESS: Archer Western Contractors, Ltd. John P. Slattery/Secretary By: U J Ma Peesident �., Approved for Fort Worth City Waster Department: S. Frank Crumb, Water Director .M Approved as to Form and Legality: r J J rCity Attomey 4 G,z R, OHH, UK, BOND N0. 8 SS 104491513 BC14 I M.AfWENANCE BOND THE STATE OF TEXAS COUNTY OF TARRANT KNOW ALL MEN BY THESE PRESENTS: That we(1) Archer Western Contractors, Ltd. as Principal, acting herein by and through (2) Ma t thew Wash its duly authorized President and (3) TRAVELERS CASUALTY AND SURETY COMPANY OF a corporation organized and existing under the laws of the State of CONNECTICUT , as AMERICA surety, do hereby acknowledge themselves to be held and bound to pay unto the City of Fort r" 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 Million Eight Hundred Eighty—Eight Thousand Five Hundred Dollars ($ 6,888,500.00�, ]awful money of the United States, for the payment of which sum well and truly be trade unto said City of Fort Worth and its successors, said Contractor and surety do hereby bind themselves, their heirs, executors, administrators, and 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 Worth, the Owner,dated 004b.. .25- 2kus✓ for the performance of the following described public work and the construction of the following described public improvements: Eagle Mountain Raw Water Pump Station Improvements all of the same being referred to herein and in said contract as the Work and being designated as Project No.(s)P 164-060164052004; and said contract, including all of the specifications, conditions and written instnunents referred to therein as contract documents being hereby incorporated herein by reference for all purposes and trade apart hereof, the same as if set out verbatim herein; and, e' r I 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 two years after the date of the final acceptance of the work by the City; and, WHEREAS, said Contractor binds itself to maintain said work in good repair and condition for said term of two years; and, WHEREAS, said Contractor binds itself to repair or reconstruct the work in whole or in M 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 is necessary; and, WBEREAS, said Contractor binds itself`, upon receiving notice of the need thereof to repair or reconstruct said work as herein provided. NOW THEREFORE, if said Contractor shall keep its said agreement to maintain„ repair r 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 remain in r 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 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 r, bond, venue shall lie in Tarrant County, Texas; and, I� INN WITNESS WHEREOF, this instrument is executed in Six counterparts, each one of which shall be deemed an original, dated tX�kb--2s7, 57 I Archer Western Contractors, Ltd. ATTEST: P CIP (4 I �t MattYtew a s President .. 2121 Avenue 'J' , Suite 103 f (Principle) Secret Arlington, TX 76006 n (S E A L) (Address) r' Witness as to Principal Address Surety TRAVELERS CASUALTY D SURETY COMPANY OF APEMICA WITNESS: By: 7., (Attorn - -fact) (5) E-LIMN LUCITP 215 Shuman Blvd. , Naperville, IL 60563-$458 (Surety) , (Address) (S E A L) NOTE:Date of Bond must not be prior to date of Contract (1) Correct Name of Contractor J (2) A Corporation, a Partnership or an Individual as the case rnaY be Witness as to Surety (3) Correct Name or Surety 5416 W. 139th Street, Crestwood, IL 60445 (4) If Contractor is Partnership, all Partners should execute Bond (Address) (5) A True copy of Power of Attorney shall be attached to Bond by Attorney-in-fact L• r TRAVELERS CASUALTY AND SURETY COMPANY OF AMERICA TRAVELERS CASUALTY AND SURETY COMPANY FAR"GTON CASUALTY COMPANY Ir Hartford,Connecticut 06183-9062 I POWER OF ATTORNEY AND CERTMCATE OF AUTHORITY OF ATTORNEYS)-IN-FACT KNOW ALL PERSONS BY THESE PRESENTS, THAT TRAVELERS CASUALTY AND SURETY COMPANY OF AMERICA, TRAVELERS CASUALTY AND SURETY COMPANY and FARMINGTON CASUALTY COMPANY, corporations duly organized under the laws of the State of Connecticut, and having their principal offices in the City of Hartford, County of Hartford, State of Connecticut, (hereinafter the "Companies") hath made, constituted and appointed, and do by these presents make, constitute and appoint: Kevin P. Nagel, Eileen Lucitt, of Park Ridge/Crestwood, Illinois, their true and lawful Attomey(s)-in-Fact,with full power and authority hereby conferred to sign,execute and acknowledge,at any place within the United States, the following instrument(s): by his/her sole signature and act, any and all bonds, recognizances, contracts of indemnity,and other writings obligatory in the nature of a bond, recognizance,or conditional undertaking and any and all consents incident thereto, not limited to a specific amount, and to bind the Companies, thereby as fully and to the same extent as if the same were signed by the duly authorized officers of the Companies, and all the acts of said Attorney(s)-in-Fact, pursuant to the authority herein given,are hereby ratified and confirmed. This appointment is made under and by authority of the following Standing Resolutions of said Companies, which Resolutions are now in frill force and effect: STATE OF ILLINOIS ) 1, BONNIE J. ROSENOV a Rotary Public in and for said County and SS. State, do hereby certify that Reddest COUNTY OF COOK Vice President, and Resident Asst Secretary, EILEEN LUCITP Attorney-in-Fad, of TRAVELERS CASUALTY AND SURETY COMPANY OF AMERICA, =OFFICIALAL" ►rho Is personally known tea me to be the same person whosei0W name. Is subscribed to the foregoing instrument, appeared before tale this IlWs day in person, and acknowledged that s hti signori, sealed and 01!17r2M delivered said instrument, for and on behalf of TRAVELERS CASUALTY AND SURETY COMPANY OF AMMCA, for the uses and purposes + therein set forth. Given under my hand and notarial seal, this 7ZS- day of 0C 4v 6r- 5-2429(07-97) Nowy Public rursruwcr KuTB0r11y-J3-s1gneR'AIIU-5eWed-Uy flesinfite�mfeclariiC or printed txu der aid by authority of the following Standing Resolution voted by the Boards of Directors of TRAVELERS CASUALTY AND SURETY COMPANY OF AMERICA, TRAVELERS CASUALTY AND SURETY COMPANY and FARMINGTON CASUALTY COMPANY,wtlich Resolution is now in full force and effect: VOTED: That the signature of each of the following officers: President, any Executive Vice President, any Senior Vice President, any Vice President, any Assistant Vice President, any Secretary, any Assistant Secretary, and the seal of the Company may be affixed by facsimile to any power of attorney or to aiy certificate relating thereto appointing Resident Vice Presidents, Resident Assistant Secretaries or Attorneys-in-Fact for purposes only of executing and attesting bonds and undertakings and other writings obligatory in the nature thereof,and any such power of attorney or certificate bearing sucl, facsimile signature or facsimile seal shall be valid and binding upon the Company and any such power so executed and certified by such facsimile signature and facsimile seal shall be valid and binding upon theCompany in the future with respect to any bond or T. undertaking to which it is attached. lob r SPECIAL_.WORDrNG(11-00) f IN WITNESS WHEREOF, TRAVELERS CASUALTY AND SURETY COMPANY OF AMERICA, TRAVELERS CASUALTY AND SURETY COMPANY and FARMINGTON CASUALTY COMPANY have caused this instrument to be signed by their Senior Vice President, and their corporate seats to be hereto affixed this 17th day of February 2003 STATE OF CONNECTICUT TRAVELERS CASUALTY AtVU SURETY COMPANY OF AMERICA TRAVELERS CASUALTY AND SURETY COMPANY +— }SS. Hartford FARMINGTON CASUALTY COMPANY COLWl'Y OF HARTFORD .Y.y„Y LAY A7Vo C�SO,y � o smrery r�r Sc 3. iire'HRRFFORD �T'l@ w K*XFORQ, s c~5 ]9 8 2 D By COW 7. n coNN. y }�s�r George W. Thompson Senior Vice President On thus 17th day of February, 2003 before me personally carne GEORGE W. THOMPSON to me known, who, being by me duly sworn, did depose and say: that he/she is Senior Vice President of TRAVELERS CASUALTY AND SURETY COMPANY OF AMERICA, TRAVELERS CASUALTY AND SURETY COMPANY and FARMINGTON CASUALTY COMPANY, the corporations described in and which executed the above instrument; that he/she knows the seats of said corporations; that the seals affixed to the said instrument are such corporate seals; and that he/she executed the said instrument on behalf of the corporations by authority of his/her office under the Standing Resolutions thereof f T� C ch My commission expires June 30, 2005 Notary Public Marie C, Tetreault CERTIFICATE 1, the undersigned, Assistant Secretary of TRAVELERS CASUALTY AND SURETY COMPANY OF AMERICA, TRAVELERS CASUALTY AND SURETY COMPANY and FARMINGTON CASUALTY COMPANY,stock corporations of the State of Connecticut, DO HEREBY CEKI'IFY that the foregoing and attached Power of Attorney and Certificate of Authority remains in full force and has not been revoked; and furthermore, that the Standing Resolutions of the Boards of Directors, as set forth in the Certificate of Authority, are now in force. Signed and Seated at the Home Office of the Company,in the City of Hartford, State of Connecticut. Dated this day of [2c,lo�jrf 120 05 . .tY a'Ntr 4iy4 s GASi�,�l a HARTFORD, s tl1982 • I J fYC 'i`L _. CONN- n x Y tAS 2 � a= a Kori M. Johanson f ��`° "� `y • h`' Assistant Secretary, Bond S?'PAUL TRAVELERS IMPORTANT DISCLOSURE NOTICE OF TERRORISM INSURANCE COVERAGE On November 26, 2002, President Bush signed into law the Terrorism Risk Insurance Act of 2002 (the "Act"). The Act establishes a short-term program under which the Federal Government will share in the payment of covered losses caused by certain acts of international terrorism. We are providing you with this notice to inform you of the key features of the Act, and to let you know what effect, if any, the Act will have on your premium. Under the Act, insurers are required to provide coverage for certain losses caused by international acts of terrorism as defined in the Act. The Act further provides that the Federal Government will pay a share of such losses. Specifically, the Federal Government will pay 00% of the amount of covered losses caused by certain acts of terrorism which is in excess of Travelers' statutorily established deductible for that year. The Act also caps the amount of terrorism- related losses for which the Federal Government or an insurer can be responsible at $100,000,000,000.00, provided that the insurer has met its deductible. Please note that passage of the Act does not result in any change in coverage under the attached policy or bond (or the policy or bond being quoted). Please also note that no separate additional premium charge has been made for the terrorism coverage required by the Act. The premium charge that is allocable to such coverage is inseparable from and imbedded in your overall premium, and is no more than one percent of your premium. BOND NO. 8 SB 104491513 BCM PERFORMANCE BAND STATE OF TEXAS § COUNTY OF TARRAN'T § KNOW ALL MEN BY THESE PRESENTS That we (1) Archer Western Contractors, Ltd, a(2) Corporation of Illinois hereinafter called Principal, and(3)TRAVELERS CASUALTY AND SURETY COMPANY OF AMERICA a corporation organized and existing under the laws of the State and fully authorized to transact business in the State of Texas, as Surety, are held and firmly bound unto the City of Fort Worth, a municipal corporation organized and existing under the laws of the State of Texas,hereinafter called Owner, in the penal sum of_ Six Million Eight Hundred Eighty-Eight Thousand give Hundred Dollars & No Cents ($ 6,88a,Soo )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 Z S day of , A.D., ° eat ,, a copy of which is hereto attached and made apart hereof, for the construction of= Eagle Mountain Raw Water Pump Station Improvements designated as Project No. (s)P164-1060164052004, a copy of which contract is hereby attached, referred 1 to, and made a part hereof as fully and to the same extent as if copied at length herein, such project and construction being hereinafter referred to as the "work". M A 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 extension thereof which may be granted by the Owner, with or without notice to the Surety, and he shall satisfy all claims and demands incurred under the contract, and shall fully indemnify and save harmless the Owner from all costs and damages which it may suffer by reason of failure to do so, and shall reimburse and repay the owner all outlay and expense which the Owner may incur in making good any default, then this obligation shall be void, otherwise to remain in full force and effect. PROVIDED, FURTHER that if any legal action be filed upon this bond, venue shall lie in Tarrant County, State of Texas. r AND PROVIDED FURTHER, that the said Surety, for value received, hereby stipulates and agrees that no charge, 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 way 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 Qr to the specifications. IN WITNESS WHEREOF, this instrument is executed in eight counterparts each one of which shall be deemed an original,this the 25- day of C)c fv r , A-D-, 2005. Archer Western Contractors, Ltd. ATTEST: PRINCIPAL(4) J BY: !' Matit ear a s P es dent (Principal)Se&tary 2121 Avenue 'JI , suite 103 (SEAL) Arlington, TX 76006 (Address) 1 Witness as t - cxpal A dress TRAVELERS CASUALTY AND SURETY COMPANY OF AMER] Surety TN3+aSS: SY:_T -- (Attom -fact) (5) EIIM LUCITT (Sure, ) 215 Shuman. Blvd. , Naperville, IL 50563-8451 -' (Address) (SEAL) NOTE: Date of Bond must not be prior to date of Contract (I) Correct Name of Contractor (2) A Corporation, a Partnership or an U U 1 1{ Individual, as the case maybe Witness as to Surety (3) Correct name of Surety (4) If Contractor is Partnership, all Partners 5416 W. 139th Street, Crestwood, 1L 50445 should execute Bond (Address) (5) A True copy of Power of Attorney shall be attached to Bond by Attorney-in-fact r� TRAVELERS CASUALTY AND SURETY COMPANY OF AMERICA TRAVELERS CASUALTY AND SURETY COMPANY FARMINGTON CASUALTY COMPANY Hartford,Connecticut 06183-9062 w POWER OF ATTORNEY AND CERT1IFICATE OF AUTHORITY OF ATTORNEYS)-IN-FACT KNOW ALL PERSONS BY THESE PRESENTS, THAT TRAVELERS CASUALTY AND SURETY COMPANY OF AMERICA, TRAVELERS CASUALTY AND SURETY COMPANY and FARMINGTON CASUALTY COMPANY, corporations duly organized under the laws of the State of Connecticut, and having their principal offices in the City of Hartford, County of Hartford, State of Connecticut, (hereinafter the "Companies„) hath made, constituted and appointed, and do by these presents make, constitute and appoint. Kevin P. Nagel, Eileen Lucitt, of Park Ridge/CCrestmwod, ]Illinois, their true and lawful Attomey(s)-in-Fact,with full power and authority hereby conferred to sign,execute and acknowledge, at any place within the United States, the following instrument(s): by his/her sole signature and act,any and all bonds, recognizances, contracts of indemnity,and other writings obligatory in the nature of a bond,recognizance,or conditional undertaking and any and all consents incident thereto, rnot limited to a specs rc amount, and to bind the Companies, thereby as fully and to the same extent as if the same were signed by the duly authorized officers of the Companies,and all the acts of said Attorney(s)-in-Fact,pursuant to the authority herein given,are hereby ratified and confirmed, r This appointment is made under and by authority of the following Standing Resolutions of said Companies, which Resolutions are now in full force and effect. rSTATE OF ILLINOIS I, BONNIE J• ROSENOW a Notary Public in and for said County and )SS, State, do hereby certify that pt R COUNTY OF ] Vice President, and Resident Assisitarit Secretary, EILEEN LUCITT Attorney-in-Fad, of r TRAVELERS CASUALTY AND SURETY COMPANY OF ANERICA, EAL" who Is personally known to me to be the same person _whose ENOW name is subscribed to the foregoing instrument, appeared before me this e art 111h 0ts day in person, and acknowledged that s he signed, sealed and Lai G11121�Ot19 delivered said instrument, for and on behalf of TRAVELERS CASUALTY AND SURETY COMPANY OF AMERICA, for the users and purposes # therein set forth. Given under my hand and notarial seal, this 25- day Of Ck.fu6•, 20015--. S-2429(07-97) Notary Public authority of the following Standing Resolution voted by the Boards of Directors of TRAVELERS CASUALTY AND SURETY COMPANY OF AMERICA, TRAVELERS CASUALTY AND SURETY COMPANY and FARMINGTON CASUALTY COMPANY,which Resolution is now in full force and effect. rp VO'T'ED: "That the signature of each of the following officers: President, any Executive Vice President, any Senior Vice President, any Vice President, any Assistant Vice President, any Secretary, any Assistant Secretary, and the seal of the Company may be affixed by facsimile to any power of attorney or to any certificate relating thereto appointing Resident Vice Presidents, Resident Assistant Secretaries or Attorneys-in-Fact for rpurposes omIy of executing and attesting bonds and undertakings and other writings obligatory in the nature thereof,and any such power of attorney or certificate bearing such facsimile signature or facsimile seal shall be valid and binding upon the Company and any such power so executed and certified by such facsimile signature and facsimile seal shall be valid and binding upon the Company in the future with respect to any bond or pi undertaking to which it is attached. it E r r SPECIAL WORDING(t 1-C4) r IN WITNESS WHEREOF, TRAVELERS CASUALTY AND SURETY COMPANY OF AMERICA, TRAVELERS CASUALTY AND SURETY COMPANY and FARMINGTON CASUALTY COMPANY have caused this instrument to be signed by their Senior Vice President, and their corporate seals to be hereto affixed this 17th day of February 2003. STATE OF CONNECTTCUF TRAVELERS CASUALTY AND SURETY COMPANY OF AMERICA TRAVELERS CASUALTY AND SURETY COR4PANY +■ j SS. Hanford FARMINGTON CASUALTY COMPANY COLYN7Y OF 1 LA.RTFOR D AN, GAS(J4 kATFORb i'� w WARTF q t �7 1 9 8 2 D BY xcore. n� George W. Thompson � yy�� , Senior Vice President On this 17th day of February, 2003 before me personally came GEORGE W. THOMPSON to me known, who, being by me duly sworn, did depose and say: that he/she is Senior Vice President of TRAVELERS CASUALTY AND SURETY COMPANY OF AMERICA, TRAVELERS CASUALTY AND SURETY COMPANY and FARMINGTON CASUALTY COMPANY, the corporations described in and which executed the above "instrument; that he/she knows the seals of said corporations; that the seals affixed to the said instrument are such corporate seals, and that he/she executed the said instrument on behalf of the corporations by authority of his/her office under the Standing Resolutions thereof. Cow My commission expires June 30, 2006 Notary Public Marie C.Tetreault CERTIFICATE 1, the undersigned, Assistant Secretary of TRAVELERS CASUALTY AND SURETY COMPANY OF AMERICA, TRAVELERS CASUALTY AND SURETY COMPANY and WARRINGTON CASUALTY COMPANY,stock corporations of the State of Connecticut, DO 14EEREBY CERTIFY that the foregoing said attached .power of Attorney and Certificate of Authority remains in full force and has not been revoked; and furthermore, that the Standing Resolutions of the Boards of Directors, as set forth in the Certificate of Authority,are now in force. Signed and Sealed at the Home Office of the Company,. in the City of Hartford, State of Connecticut. Elated this Z-5' day of tk.bt�r 20 05 a*LT'(AN& GI+Su,�1 FORD. < 0 1 9 8 I� 0 By CONKa ��`��r Kori M. Jaftansvn Assistant Secretary, Bond ST PAUL TRAVELERS IMPORTANT DISCLOSURE NOTICE OF TERRORISM INSURANCE COVERAGE On November 25, 2002, President Bush signed into law the Terrorism Risk Insurance Act of 2002 (the "Act"). The Act establishes a short-term program under which the Federal Government will share in the payment of covered losses caused by certain acts of international terrorism. We are providing you with this notice to inform you of the key features of the Act, and to let you know what effect, if any, the Act will have on your premium. Under the Act, insurers are required to provide coverage for certain losses caused by international acts of terrorism as defined in the Act. The Act further provides that the Federal Government will pay a share of such losses. Specifically, the Federal Government will pay 90% of the amount of covered losses caused by certain acts of terrorism which is in excess of Travelers' statutorily established deductible for that year. The Act also caps the amount of terrorism- related losses for which the Federal Government or an insurer can be responsible at $100,000.000,000.00, provided that the insurer has met its deductible. Please note that passage of the Act does not result in any change in coverage under the attached policy or bond (or the policy or bond being quoted). Please also note that no separate additional premium charge has been made for the terrorism coverage required by the Act. The premium charge that is allocable to such coverage is inseparable from and imbedded in your overall premium, and is no more than one percent of your premium. PM BOND No. 8 SB 144491513 BCM PAYMENT BOND STATE OF TEXAS COUNTY OF TARR-ANT KNOW ALL MEN BY THESE PRESENTS, That we (I)Archer Western Contractors, Ltd. (2) a Corporation of Illinois I ,-hereinafter called Principal, and (3) TRAVELERS CASUALTY AND SURETY COMPANY OF AMERICA , a corporation organized and existing under the laws of the State and fully authorized to transact business in the State of Texas, as Surety, are held and firmly bound unto the City of Fart Worth, a municipal corporation organized and existing under the laws of the State of Texas, hereinafter called Owner, and unto all persons, 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 Million Eight Hundred Eighty-Eight Thousand Five Hundred Dollars and No Cents S 6,888,500.00} 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. A THE CONDMON OF THIS OBLIGATION is such that Whereas, the Principal entered into a certain contract with the City of Fort Worth, the Owner, dated the 2 5-- day of oc-&6rr A,D. a copy of which is hereto attached and made a part hereof, for the construction of: Eagle Mountain Raw Water Pump Station Improvements designated as Project No_ (s) P154-060164052004, a copy of which contract is hereby attached, referred to, and made a part hereof as fully and to the same 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 Statues. PROVIDED FURTHER that if any legal action be filed upon this bond, venue shall lie in Tarrant County, State of Texas, that said Surety, for value received, hereby stipulates and agrees that no charge, extension of time, alteration or addition to the terms extent as if copied at length herein, such project and construction being hereafter referred to as the "work". NOW, THEREFORE, the condition of this obligation is such that, if the Principal shall promptly make a payment to all claimants as defined in Article 5160, Revised Civil Statues 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 of the contract or to the work to be performed thereunder or the specifications accompanying the same shall in any way 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 night of any beneficiary hereunder whose claim may be unsatisfied. T r r six IN Wi'I1VES5 WHEREOF, this instrument is executed in, ltcounterparts each one of which shall be deemed an original, this the 2 5 day of A.D., 2400. a Archer Western contractors, Ltd. VP ATTEST: P C 4 BY: i J Ma thew Walsh/Pre °dent (Principaly Secretary 2121 Avenue 'J' , Suite 103 Arlington, TX 76005 (SEAL) (Address) I r � " ,? W' 7 as to Princi � S C� y z Q�C> Address TRAVELERS CASUALTY AND SURETY COMPANY OF AME111C) urety MR3FM WITNESS: BY: (Att -in-fact) (5) EILhIM LUCTTT 215 Shuman Blvd. , Naperville, IL 60563-8458 (S uye (Address) (SEAL) NOTE: Date of Bond must not be prior to date of Contract (1) Correct Name of Contractor (2)A Corporation, a Partnership or an Witness as to Surety Individual, as the case may be (3) Correct came of Surety 5415 W. 139th Street, Crestwood, IL 60445 (4) If Contractor is Partnership, all Partners (Address) should execute Bond (5) A True copy of Power of Attorney shall be attached to Bond by Attorney-in-fact t" u TRAVELERS CASUALTY AND SURETY COMPANY OF AMERICA TRAVELERS CASUALTY AND SURETY COMPANY FARMINGTON CASUALTY COMPANY R* Hartford, Connecticut 06183-9062 POWER OF ATTORNEY AND CERTIFICATE OF AUTHORITY OF ATTORNEY(S)-IN-FACT ow KNOW ALL PERSONS BY THESE PRESENTS, THAT TRAVELERS CASUALTY AND SURETY COMPANY OF r AMERICA, TRAVELERS CASUALTY AND SURETY COMPANY and FARMINGTON CASUALTY COMPANY, corporations duly organized under the laws of the State of Connecticut, and having their principal offices in tate City of Hartford, County of Hartford, State of Connecticut, (hereinafter the "Companies") hath made, constituted and appointed, and do by these V0 presents make, constitute and appoint: Kevin P. Nage4 Eileen Lucia, of Park Ridge I Crestwood, Illinois, their true and lawful Attorney(s)4n-Fact,with full power and authority hereby conferred to sign,execute and acknowledge, at any plain within the United States, the following instrunient(s): by his/her sole signature and act, any and all fronds, recognizances, contracts of indemnity,and other writings obligatory in the nature of a bond,recognizance,or conditional undertaking and any and all consents incident thereto, not limited to a specific amount, and to bind the Companies, thereby as fully and to the same extent as if the same were signed by the duly authorized officers of the Companies, and all the acts of said Attorneys)-in-Fact,pursuant to the authority herein given, are hereby ratified and confirmed. STATE OF_ ILLINOIS } BONNIE J. ROSENOY a Notary Public in and for said County and )sS. State, do hereby certify that _ Resident COUNTY OF .COOK } Vice President, and Resident Assistant Secretary, EILEEN LUCITIr Attorney-in-Fad., of TRAVELERS CASUALTY Arra SUETY COMPANY OF AMERICA, "OFFICIAL.S�`, L." who t personally known to me to be the aa=person�whose BONNIE I ROSEW nano is subscribed to the foregoing instrument, appeared before me this Nay Public,Stateb1101s day in person, and acknowledged that s he signed, scaled and My Cornmtssion olli=(A delivered said instrument, for and on behalf of TRAVELERS CASUALTY AND SURETY COMPANY OF AMERICA, for the uses and purposes therein set forth. Given under my hand and notarial seal, this as' day of 1k�D6v� 2fl. 0 S-2429{a7-n Notary Public This Power of Attorney and Certificate of Authority is signed and sealed by facsimile(mechanical or printed) under and by authority of the following Standing Resolution voted by the Boards of Directors of TRAVELERS CASUALTY AND SURETY COMPANY OF AMERICA, 'TRAVELERS CASUALTY AND SURETY COMPANY and FARMINGTON CASUALTY COMPANY,which Resolution is now in full force and effect: VOTED: That the signature of each of the following officers: President, any Executive Vice President, any Senior Vice President, any Vice President, any Assistant Vice President, anv Secretary, any Assistant Secretary, and the sea] of the Company may be affixed by facsimile to any power of attorney or to any certificate relating thereto appointing Resident Vice Presidents, Resident Assistant Secretaries or Attorneys-in-Fact for 1 proposes only of executing and attesting bonds and undertakings and other writings obligatory in the nature thereof,and any such power of attorney or certificate bearing such facsimile signature or facsimile seal shall be valid and binding upon the Company and any such power so executed and certified by such facsimile signature and facsimile seal shall be valid and binding upon the Company in the future with respect to any bond or lr undertaking to which it is attached. r r ' SPECIAL.WORDING(1 t-OC) IN WITNESS WHEREOF, TRAVELERS CASUALTY AND SURETY COMPANY OF AMERICA, TRAVELERS CASUALTY AND SURETY COMPANY and FARMINGTON CASUALTY COMPANY have caused [his instrument to be signed by their Senior Vice President, and their corporate seals to be hereto affixed this 17th day of February 2003. STATE OF CONNECTICUT TRAVELERS CASUALTY AND SURETY COMPANY OF AMERICA TRAVELERS CASUALTY AND SURETY COMPANY }55. Hartford FARMINGTON CASUALTY COMPANY COUNTY OF HARTFORD '� Y4, Vti 4,p 62' OP'P�ip rx. a[ FL�RTFbRO, i 191!2 p By- CONN. x n rtxarr. Q *mss a George W. Thompson � 7tia� � v�ad FdyAt �r� � Senior Vice President On this 17th day of February, 20+03 before me personally carne GEORGE W. THONIPSON to tate known, who, being by me duIy sworn, did depose and say: that he/she is Senior Vice President of TRAVELERS CASUALTY AND SURETY COMPANY OF AMERICA, TRAVELERS CASUALTY AND SURETY COMPANY and FARMINGTON CASUALTY COMPANY, the corporations described in and which executed the above instrument-, that he/she knows the seals of said corporations; that the seals affixed to the said instrument are such corporate seals; and that he/she executed the said instrument on behalf of the corporations by authority of his/her office under the Standing Resolubons thereof. My commission expires .lune 30, 2006 Notary Public tTC�' Marie C. Tetreault r. CERTIFICATE I, the undersigned, Assistant Secretary of TRAVELERS CASUALTY AND SURETY COMPANY OF AMERICA, TRAVELERS CASUALTY AND SURETY COMPANY and FARMINGTON CASUALTY COMPANY,stock corporations of the State of Connecticut, DO HEREBY CERTIFY that the foregoing and attached Power of Attorney and Certificate of Authority retrains in full force and has not been revoked; and furthermore, that the Standing Resolutions of the Boards of Directors, as set forth in the Certificate of Authority,are now in force- Signed and Sealed at the Home Office of the Company, in the City of Hartford, State of Connecticut. Dated this L5 day of ac kvber , 2005 - '0y 1ti©m prs04c ff WMFt7 a HARTFORD. 1982� o B mm, W CONKo a Kori M. Johanson f -� �`a� ��'°� bYy • *`'' Assistant Secretary, Bond STPAUL TRAVELERS IMPORTANT DISCLOSURE NOTICE OF TERRORISM INSURANCE COVERAGE On November 20, 2002, President Bush signed into law the Terrorism Risk Insurance Act of 2002 (the "Act"). The Act establishes a short-term program under which the Federal Government will share in the payment of covered losses caused by certain acts of international terrorism. We are providing you with this notice to inform you of the key features of the Act, and to let you know what effect, if any, the Act will have on your premium. Under the Act, insurers are required to provide coverage for certain losses caused by international acts of terrorism as defined in the Act. The Act further provides that the Federal Government will pay a share of such losses. Specifically, the Federal Government will pay 90% of the amount of covered losses caused by certain acts of terrorism which is in excess of Travelers' statutorily established deductible for that year. The Act also caps the amount of terrorism- related losses for which the Federal Government or an insurer can be responsible at $100,000,000,000.00, provided that the insurer has met its deductible. Please note that passage of the Act does not result in any change in coverage under the attached policy or bond (or the policy or bond being quoted). Please also note that no separate additional premium charge has been made for the terrorism coverage required by the Act. The premium charge that is allocable to such coverage is inseparable from and imbedded in your overall premium, and is no more than one percent of your premium. r CONTRACTOR COMPLIANCE WITH WORKER'S COMPENSATION LAW Pursuant to Article 8348-3.23 of Veron's Annotated Civil Statues, Contractor Certifies that is provides worker's compensation insurance coverage for all of its employees employed on City of d, Fort Worth Project Number P164-060164052004 ` Archer Western Contractors, Itd. CONTRA By. Matthew Walsh/President Title September 30, 2005 Date r STATE OF TEXAS § PE COUNTY OF TARRANT § 70 BEFORE ME,the undersigned authority, on this day personally appeared rzf¢ Ac ,,L ,known to me to be the person whose name is subscribed to the foregoing instrurnent, and acknowledged to me that he executed the same as the act and deed of w C L-k for the purpose and consideration therein expressed and in the capacity therein stated. GIVEN CINDER MY HAND AND SEAL OF OFFICE this 3❑�K of 2045. ��uftir�Fir�rrrr •��`�A�p.KEG/{ier f r�rr J . Notary Public in and for the State of Texas i • d> of 1C0 '� ••••.47(PfRE5•� k. ���r��i.• "71 ol 1!:1 . APPENDIX A GEOTECHNICAL REPORT GRG �i _ A FUGRO CONSULTANTS LP GEOTECHNICAL INVESTIGATION EAGLE MOUNTAIN RAW WATER INTAKE AND PUMP STATION IMPROVEMENTS PROJECT TARRANT COUNTY, TEXAS PROJECT NO. 0704-1188B Report to: •; CH2M HILL FORT WORTH, TEXAS MAY 2005 J GEOTECHNICAL INVESTIGATION EAGLE MOUNTAIN RAW WATER INTAKE AND PUMP STATION IMPROVEMENTS PROJECT TARRANT COUNTY, TEXAS PROJECT NO. 0704-1188B Report to: 1■ CH2M HILL FORT WORTH, TEXAS MAY 2005 ruQn FUGRO CONSULTANTS LP Report No. 0704-1188B May 27, 2005 2880 virga Lane Dallas,TX 75229 Phone: 972-484-8301 CH2M Hill Fac: 972.820-7328 12377 Merit Drive 10"' Floor Dallas, Texas 75251 Attention: Mr_ Doug Biglen, P.E. Geotechnical Investigation Eagle Mountain Raw Water Intake and Pump Station Improvements Tarrant County, Texas Dear Mr- Biglen: Fugro Consultants LP has completed the geotechnical investigation performed for the proposed intake structure and pump station improvements adjacent to the existing Eagle Mountain Lake intake structure and pump station in Fort Worth, Texas. This work was performed in accordance with CH2M Hill Purchase Carder No. 903598, dated August 13, 2004. Preliminary information, draft togs, and a plan of borings for the project were submitted on February 15, r2005. A draft copy of the bathymetric survey and geophysical investigation report for the project was previously submitted (Fugro Report No. 0704-1188A, draft dated December 28, 2004), This report includes a description of the findings of our field and laboratory investigations and an engineering analysis of the results. Also included are recommendations regarding soil settlements, foundation approaches, excavation and dewatering, buried pipe support, slopes, pavements, retaining walls, and associated geotechnical aspects of the project. We appreciate the opportunity to be of,assistance on this project. Please feel free to contact us if you have any questions about information in this report or if we can be of further service. Very truly yours, FUGRO CONSULTANTS LP David P. Lutz, P.E. c OF Senior Project Manager y ,4 J BRUCE 9A61 EY 1 o l Bruce Bailey, Ph.D., E. '"'�`3,'c"`.= 5434 Senior Engineering Consuita �i ��' DPLIBBlkpr, F� x Copies submitted: CH2M Hill, Mr, Doug Biglen, P.E. (3 copies) t'' :s`°SAV �°® A member of the Fugro groups of companies with offices throughout the world- —rWURG Report No. 0704-1188B CONTENTS Paye INTRODUCTION Site and Project Description..................................... .,.........................._._._........... 1 Purposeand Scope .........................•......,.............,........,...................................... 3 FIELD INVESTIGATION.............. ...................................................... ............................. 3 LABORATORY TESTING..................................................... ................................ . ... .. 6 GENERAL SUBSURFACE CONDITIONS Geology .............................,.....•............................................................................ 6 Stratigraphy and Engineering Properties of Soil and Rock Materials..................... 7 Groundwater ........................................................................................................ 8 ANALYSIS AND RECOMMENDATIONS General Foundation Considerations...................................................................... 10 SeismicDesign.....................................-...............................................,.... 10 Minimum Foundation Depth....................................................................... 11 ExistingFill ............................................................................................... 11 Compressible Soils ................................................................................... 11 ExpansiveSoils --.--....................................................,............................... 11 SoilCorrosivity..............•....�..._.,.,,.. ..........................,.......,........_._............. 12 Foundation Approaches. 13 PumpStation............................................ ......................................................... 13 Driven H-Pile Foundations......................................................................... 13 Alternate Drilled Pier Foundations 18 StructuralBase Slab.................................................................................. 19 IntakeStructure....................................................................................... ........... 19 Buried Pipe. 21 Buried Pipe Without Deep Foundation Support............................. ' Buried Pipe With Deep Foundation Support............................................... 22 Above-Ground Pipe With Deep Foundation Support.................................. 23 Buoyancy Resistance ........ ................................................................ 23 Embedment and Backfill --------------......., .....................,............................... 23 Thrust Blocks 1 Restraints.......................................................................... 25 Transformer Pads.................................................................................................. 25 Retaining Walls .......................................................................... 26 Wall Foundation Bearing............................................................................ 27 Lateral Earth Pressures__............................................................... 27 Earth Pressure Coefficients and Base Sliding Resistance ......................... 29 Wall Drainage... .............................. 29 ..............,...................................... Backfill Settlements nts 30 Pavements............................................................................................................ 30 5ubgrade Preparation f.........................�.--'--........._,.....,...........,..,............... 31 Pavement Sections_ 31 Fill and Backfill Materials....................................................................................... 33 Site Grading, Slopes, and Drainage . ......................................_._......................... 34 lu" GRO Report No. 0704-11886 CONSTRUCTION CONSIDERATIONS TraffEcability..................................... ........ ............................................................ 34 Excavations .......................................................................................................... 34 Dewatering............................................................................................................ 38 SitePreparation ................................................................................................... 37 FillConstruction .................................................................................................... 37 Installation of Driven Pile Foundations................................................................... 38 DESIGN REVIEW AND CONSTRUCTION MONITORING38 ................................................ LIMITATIONS ............................................................................................................ .... 39 REFERENCES ............................................................................................ 40 ILLUSTRATIONS Plate 1 SiteVicinity Map ............................................................................................................... A TopographicQuadrangie Mala .......................................................................................... B SitePhotos _.......................................................................................................... C-E Siteand Boring Plan ........................................................................................................ F GeologicMap .................................................................................................................. G Generalized Subsurface Profiles...................................................,................................... H-K Design Illustration, Earth Pressures, Excavation Support System..................................... L BoringLogs ........................................................................................ ......................... 1-7 Key to Terms and Symbols used on Boring Logs.............................................................. 8-9 Log of Previously Drilled Borings ...................................................................................... 10-12 ObservationWell Logs...................................................................................................... 13-15 F Water Well Driller Well Reports......................................................................................... 16-18 Particle Size Distribution Reports (Sieve Analyses).......................................................... 19-29 Consolidation Test Results ......................................................... . 30-32 ..................................... Summary of Soil Corrosivity Test Results ......................................................................... 33 Report No.0704-1188B - ir..rrri� GEOTECHNICAL INVESTIGATION EAGLE MOUNTAIN RAW WATER INTAKE AND PUMP STATION IMPROVEMENTS TARRANT COUNTY, TEXAS INTRODUCTION This report contains the results of the geotechnical study performed for the proposed new pump station and intake structure at Eagle Mountain Lake in Tarrant County, Texas. Included are results of our field and laboratory findings, an analysis of these results with respect to foundation design and construction, and related geotechnical aspects. Site and Project description The project site is located near the left (east) abutment of the Eagle Mountain main dam about one mile northeast of the intersection of Eagle Mountain Circle and Ten Mile Bridge Road in Tarrant County, Texas. The site location is shown in Plate A. All figures are in the "INustrations" section of the report following the report text. General site conditions in the vicinity of the project are shown in Plate B. Site photographs taken from the dam crest are included as Plates C, a, and E. An existing raw water pump station is situated near the downstream end of the outlet works apron structure near the left dam abutment. An existing 54-inch intake pipe passes through one of the two outlet works tunnels (west side) into the lake to an existing submerged intake - structure, about 180 feet north of the upstream dam face shoreline. The dam and outlet works were constructed in the early 1930's. The existing pump station, intake structure, and 54-inch raw water pipe were constructed around 1990. The new pump station will be situated approximately 350 feet west of the existing pump station, at the northeast corner of an abandoned fish hatchery pond. This is the easternmost pend in a group of similar ponds along the toe of the dam, The ponds are dry during dry seasons and water collects in the ponds during wet seasons_ The pump station structure will be situated partly over the north slope of the east pend and partly over a berm, which forms the east side of the pond. The pump station structure will have plan dimensions of approximately 200 feet by 40 feet and the tap of the base slab will be established at El. 511. It is planned to support the base slab on -t- Report No. 0704-1188B *+ deep foundations, for the most part without placing additional fill within the abandoned fish hatchery pond to minimize the potential for inducing consolidation settlements in the underlying soft soils. This will result in the base slab being supported approximately 4 feet above the bottom of the pond along the south pump station wall and a few inches above the pond slope surface along the north wall, for much of the length of the building. At the east end of the building, the bottom of the floor slab will be near the top of the existing pond berm. Also at the east end of this structure, an access drive into the pump station will require placing up to 4 feet of fill in a ravine area east of the pond berm, with a retaining wall on the south side of the drive. Along the north side of the building site, a concrete pavement will be constructed with a 4 to 6- foot high retaining wall located about 41 feet north of the north pump station wall. This retaining wall will be approximately 20 feet south of the south edge of a paved access pavement for the existing pump station. Transformer pads will be placed on either side of the new pavement near the northeast corner of the new pump station. A 72-inch diameter steel discharge header pipe will be suspended along the south side of the pump station. The invert for this pipe will be near El. 610. The discharge pipe will flow southeast from the southeast corner of the pump station. The discharge pipe is being designed by others and is not part of this study. The 90-inch diameter steel intake header pipe will be located along the north side of the pump station. It is desired to bury this pipe so that it will pass beneath the access entrance driveway at the east end of the pump station. The invert of the pipe at the pump station would be near El. 596. The 90-inch intake pipe will continue eastward for an additional distance of about 300 feet, to a point about 100 feet northeast of the existing pump station. At this paint, the 90-inch line will reduce to 54 inches and will connect to the existing 54-inch pipe leading to the existing pump station_ It will also connect to a new 54-inch pipe leading into the west tunnel beneath the dam, above the existing 54-inch pipe. The new 54-inch pipe will connect to an existing 54-inch pipe at the tunnel bulkhead beneath an existing riser tower, At the present time, one alternate includes locating the new submerged intake structure approximately 40 feet northeast of the existing intake structure. The intake pipe will connect to an existing 54-inch intake pipe, which extends to the conduit bulkhead beneath the riser tower. The submerged intake tower structure will have plan dimensions of about 20 to 25 square feet to support an intake screen assembly near El. 629. This is approximately 20 feet below the normal pool lake surface at EI. 649. A second alternate calls for constructing the intake tower structure directly on the upstream concrete apron for the existing outlet works. -2- IMRO Report No. 0704-1188B FPurpose and Scope The purpose of this study was to evaluate the subsurface conditions in test borings at selected rlocations on the site and to develop geotechnical recommendations for construction of the proposed pump station, intake structure, intake pipe, and the related site development. More specifically, the scope of work included: 1. Exploration of soil, rock, and groundwater conditions at the boring locations; 2. Laboratory tests on selected soil and rock samples; 3. Analyses to develop geotechnical recommendations for design and construction of foundations for the pump station and intake structure; 4. Evaluation of geotechnical aspects for design and construction of pipes, including pipe supports, and thrust blocks; 5. Recommendations for design and construction of transformer pads, pavements, and retaining walls; 6. Evaluation of excavation slopes, dewatering, and retention systems; and y. Recommendations for earthwork construction, final grading, slopes, and related items. The work scope also included preparation of draft and final reports. FIELD INVESTIGATION We explored the subsurface conditions at the site by drilling and sampling at seven test boring locations. The approximate boring locations are shown in Plate F. The land borings extended to depths of 60.5 to 90 feet. For the lake borings, the depth from the lake surface to the lake bottom ("mudline") was initially estimated by weighted tape soundings. The mudline measurement is regarded as approximate, since it reflects the depth to which the weight sinks into very soft sediments. The lake borings both extended to a depth of 103.5 feet below the lake water surface, which is 59.5 to 62.5 feet below the estimated mudline depth. Previously drilled borings in the vicinity of the existing pump station have also been used in preparation of this report_ rw` _, + J" arra Report No. 0704-1188B An auxiliary Boring B-2A was drilled near Boring B-2 to help evaluate the effects of the drilling methods relative to penetration resistance test results and to obtain additional undisturbed samples of the Soft clays. I Logs of borings drilled as part of this study are presented in Plates 1 through 7. A key to the terms and symbols used on the boring logs is presented in Plates 8 and 9. 'Che logs of the previously drilled borings are presented in Ptates 10 through 12. The boring logs include descriptions of the soil and rock sampled at boring locations. Soil strata boundaries shown on the boring logs are approximate. Surveying information for the boring locations (ground surface elevation and location coordinates) were provided by CH2M Hill, as available from direct survey measurements or estimated from topographic contours on site plans. Table 1: Summary of"fest Boring Information Location Boring Boring Ground Coordinates No. Associated Structures Depth, Surface feet Elevation, North Bast feet B-1 Pump Station 60.5 603.31' 7002264.82' 2286662.78' 13-2 Pump Station 80 606.52 NA NA B-3 Pump Station 96 612.08 7002402.52 2286602.72' B-4 Pump Station 85 613.02 NA NA B-5 Intake Pipe 75 611.5 NA NA B-6 Intake Structure(in lake) 103.5 648.13 7002742.99' 2287589.35' B-7 Intake Structure (in lake) 103.5 648.13 7002677.21' 2287588.63' Notes: NA= Not Available; 1. Surveyed point 2. Estimated from site survey drawing; 3. Lake surface elevation In the test borings, undisturbed samples of cohesive soil were obtained using a 3-inch, thin- walled tube sampler hydraulically pushed into the soil below the bottom of the borehole (ASTM - D 1587). The undrained compressive strength of cohesive soils was estimated in the field using a calibrated hand penetrometer, Disturbed samples of fill soils or overburden clays were obtained with a 2-inch Q.D. split-spoon sampler in conjunction with the standard penetration test. This test employs a 140-pound hammer that is dropped a distance of 30 inches, driving -4- r Report No. 0704-1188B the split-spoon sampler into the material (ASTM D 1586). The number of blows required for 18 inches of penetration is recorded and the value for the last 12 inches, or the penetration obtained from 50 blows, is reported as the standard penetration resistance ("N-value") on the boring log. The sandstone and shale bedrock was cored with an HQ3 triple tube coring system in the lake,. Borings B-6 and B-7. The percentage of core recovered is tabulated in the "Percent Recovery" column on these boring logs. Along with the recovery, the Rock Quality Designation (RQD) for each core run is also included. The RQD is defined as the ratio (percent) of cumulative length of rock core segments 4 inches long or longer to the total core run. The borings were drilled initially using dry auger procedures, which facilitated shallow groundwater observations during drilling, Groundwater observations are recorded on the boring logs. In some of the borings the drilling method was changed to mud rotary in order to help stabilize the borehole in artesian groundwater conditions. Boring B-2A was drilled using mud rotary methods from the start. The borings were grouted with a cement/bentonite or bentonite grout after the final groundwater readings were taken. The soil samples were sealed in polyethylene bags to preserve the natural moisture content and stored in cardboard sample boxes for transport to our laboratory. Selected rock core samples were similarly wrapped and all core samples were stored in cardboard core boxes. A Field geologist or engineer assisted with the drilling and logging efforts on a near-continuous basis. These services included: 1) checking underground utilities for possible conflicts, 2) coordinating field exploration efforts, 3) assisting in field logging of the subsurface conditions, 4) obtaining groundwater readings, and 5) performing related duties. Standpipe piezometers were installed in three of the five land boreholes. Two shallow piezometers were installed in auxiliary boreholes near Borings B-1 and B4 with a screened interval between 10 and 15 feet. The third piezometer was installed in Boring B-3 with a screened interval between 50 and 60 feet. The boreholes were sealed with bentonite above the screen intervals. The annular space between the riser pipe and the borehole wall was backfilled with a grout mixture and a protective cover was installed at the ground surface. Detailed descriptions of the piezometers are provided on observation well logs and water well driller well reports in Plates 13 through 18, GRa Report No. 0704-1188B LABORATORY TESTING Laboratory tests were performed on selected soil and rock core samples to evaluate relevant engineering properties of these materials. The tests were performed in general accordance with applicable AS"f M test procedures. Laboratory index tests included, moisture content, dry unit weight, liquid and plastic limits, and minus No. 200 sieve analyses. The soils were classified according to the Unified Soil Classification System on the basis of visual observation of the samples and results of the index and sieve tests. Shear strengths of selected soil and rock care samples were evaluated with unconfined compressive strength tests. The results of these tests are presented on the boring logs. Several sieve analyses were run on selected samples of granular soils. Results of these tests are included in Plates 19 through 29. Compressibility characteristics of representative samples of the clays from Boring B-2A were evaluated by means of incremental consolidation tests. Results of these tests are included in Plates 30 through 32. Soil corrosivity tests were performed on selected representative samples obtained from the test borings. Results of these tests are summarized in Plate 33. GENERAL SUBSURFACE CONDITIONS The geologic setting and the engineering properties of the soil and rock materials encountered in the borings are described in the following paragraphs. Geology The mapped geology in the vicinity of the site is shown in Plate G (Ref. 1). The site is situated on an outcrop of alluvial and terrace deposits, which are underlain by the Cretaceous age Paluxy formation. The alluvial deposits consist of flood-plain deposits of dark gray, gray, dark brown, brown and light brown sands, clays, and gravels. The terrace deposits consist of brown. light brown, gray, and grayish brown sands, gravels, and clays. - The Paluxy Formation consists of sandstone, mudstone (shale), and limestone. The sandstone is fine to very fine grained and ranges from un-cemented sand to a weakly cemented condition. The sandstone is light gray to greenish gray, and weathers to yellowish brown to light brown- The mudstone (stale) is sandy, massive and can be greenish gray, olive green, and gray. The -6- t -FUGRU Report No.0704-1188B limestone, when encountered, is yellowish gray, sandy, and fossiliferous, with 0.5 to 2-foot thick beds. The maximum thickness of the PaIuxy Formation is about 1001 feet, In the general vicinity of the site, the bedrock formations dip gently toward the southeast at approximately 30 to 50 feet per mile. Stratigraphy and Engineering Properties Of Soil and Rock Materials Descriptions of the soil and rock stratigraphy are included in the boring logs. The depths on the boring logs are referenced to the ground surface at the time the borings were drilled. The strata lines on the boring logs represent the approximate boundaries between soil types and rock types and the transition between material types may be gradual. Such is the case where the sandstone of the Paluxy Formation is encountered. At some baring locations (Borings B-1, B-3, and B-7), 2.5 to 3 feet of sand or weathered sandstone was encountered. Due to the presence of sandy terrace deposits above the Paluxy Formation, it is difficult to differentiate between sandy terrace deposits and sandstone that has been severely weathered. Aiso, the sandstone of the Paluxy Formation is so weakly cemented that, upon sampling, it can appear simply as sand. The depths to the top of the weakly cemented sandstone are summarized in Table 2. Table 2: Estimated Depths and Elevations of Top of Sandstone Boring Top of Sandstone No. Depth,ft Elevation,ft msl B-t 52 552 B-2 59 547 B-3 64 550 B-4 64 5.49 B-5 60.5 551 B-6 52 596 B-7 52 596 The stratigraphy indicated by the samples obtained in the test borings included alluvial clays and sands and terrace deposits overlying the Paluxy Formation. The natural alluvial clays and sands were overlain by fill soils in Boring B-5. '} Engineering properties of these soil and rock materials are summarized below. Additional details regarding the general subsurface conditions at the test boring locations are included on the boring logs. 7 �i6R0 Report No. 07014-1188B Not Depth Description!Properties (Borings B-1 though B-51 o.-5. Pill: Clays with fine sand and trace gravel; brown to light brown and light gray, hard, (found in Boring B-5 only) Soil Classification (USCS): CL Moisture Content, %: 14 Hand Penetrometer Reading, tsf 4.5 -4.5+ Liquid Limit, % 27 Plastic Limit, % 13 Plasticity Index, % 14 0-5' to 43-63.5' Alluvial Soils: Clayey sands, sands, gravels, sands with clay, sandy clays, dark gray, gray, dark brown, brown, and light brown, (found in ail land borings) Soil classification (USCS): CH, CL, SC Moisture content, W B- 30 Liquid Limit: 25-51 Plastic Limit: 13-21 Plasticity Index: 9 -30 Percent passing No. 200 sieve, % 10-98 Dry unit weight, pcf: 119 Unconfined compressive strength, tsf: 1.2 -- Standard Penetration Test, blows f foot (N-value) 0—38 (avg. 4+) 43-54.5' to 52'-64' Terrace Deposits, clayey sands, sands, gravels, sands with clay, sandy clays, - brown, light brown, gray, grayish brown; (found in all borings) Moisture content, W 9 - 23 Standard Penetration Test, blows 1 foot(N-value) 28- 38 >52'--64' Sandstone, fight brown and light gray, moderately hard,weakly cemented, (found in all borings) Dry unit weight, pcf: 1,3- 132 Unconfined compressive strength, tsf: 1.7 - 54 Standard Penetration Test, 50 blows 1 pen,, N-value 5011» to 5016" Grow ndwater Groundwater was encountered in each of the land borings during drilling and at completion of drilling operations. Groundwater depths are summarized in the table below. -8- . .�..� a Report No. 0704-11888 ----��- R Table 3: Depth to Groundwater Oaring Drilling Boring No. Depth to Groundwater Depth to Groundwater at Seepage During Drilling (feet) completion of Drilling (feet) { B-1 2.5 0 a B-2 7 -- r B-3 7 0 B-4 7 -- B-5 8 0 lr' Water level readings measured in the piezometers are summarized below. Piezometers B-1 and B-3 were developed on January 13, 2005. Piezometer B-4 was developed on .January 28, r r 2005. Flowing artesian conditions were encountered during the drilling of Baring B-1, with an artesian head as much as 18 inches above the ground surface when the bottom of the borehole was reached. Groundwater was at the ground surface upon completion of Boring B-5. Also, water level readings collected at the three piezometers are summarized in the following table. Table 4: Summary of Groundwater Readings in Standpipe Piezometers Boring B-1 Boring B-3 Boring B-4 (GS'@ El. 603.5) (GS'@ EI. 614.0) (GS'@ EI. 613.0) (Top of Screen @ 10 feet) (Top of Screen @ 50 feet) Top of Screen @ 10 r- feet Date Depth,feet Elevation, Depth,feet Elevation, Depth, feet Elevation, feet feet feet 1/14145 4.1 599.4 22.6 591.4 1/24105 0 603.5 0 614.0 1128105 0.7 602.8 1.3 612.7 11.5 601.5 2116/05 0.7 602.8 0.4 613.6 8.4 604.6 3/3105 1.0 602.5 1.1 612.9 8.8 604.2 Note: 1. GS =Ground Surface Observations during drilling and the piezometer readings indicate the general presence of an r upward seepage gradient, most likely associated with seepage beneath the dam. A well located at a lower elevation (in the pond), with a screen placed at depth, and with a top-of-casing at the r ground surface would flow continuously, reflecting flowing artesian conditions. -9- Report No.0744-1188$ � The groundwater conditions are subject to change with variations in climatic conditions, surface A+ water runoff, the presence or absence of water in the abandoned fish hatchery ponds, river stages downstream, and other factors. It is therefore not possible to accurately predict the magnitude of groundwater fluctuations that might occur based upon short-term observations_ Shallower groundwater than indicated on the logs may be encountered, particularly during or after periods of heavy rainfall. Additional details regarding the subsurface conditions are included on the boring logs and on the laboratory test results sheets. Generalized subsurface profiles are shown in Plates H through K, with the section locations shown in Plate F. ANALYSIS AND RECOMMENDATIONS The following analysis and recommendations are based on information obtained from published sources and from the site-specific field and laboratory investigations as described in the preceding sections. General Foundation Considerations Seismic Design. North central Texas is generally regarded as an area of low seismic activity. However the presence of the very loose and very soft alluvial soils to depths greater than 60 feet are of potential concern with regard to earthquake ground motions. According to information included in the international Building Code (2040 113C, Ref. 2), maximum considered earthquake ground motions of 12 and 6 percent of gravity, respectively, are mapped as associated with 4.2-second and 1.0-second spectral response accelerations (with 5 percent of critical damping)_ These ground motions are referenced to the bedrock surface (Site Class B). The alluvial clays and sands extended to depths up to 64 feet, These clays and sands vary widely in their consistency and strength. The average Standard Penetration Test N-value for the alluvial clays and sands was less than 5 blows per foot. However, when the N-values are averaged over the upper 160 feet, in accordance with IRC procedures, the average N-value within this depth would be greater than 15 blows per foot. Our preliminary evaluation did not indicate that the soils would be liquefiable at these bedrock acceleration levels. On this basis, the site would be classified as Site Class D, corresponding to a stiff soil profile. -1 a- ®RD Report No. 0704-11888 ■...moi w. When these ground motions are adjusted for the overburden soils (Site Class D), the maximum earthquake ground motions increase to 19 and 14 percent of gravity, for 0.2-second and 1.0- second spectral response accelerations, respectively. The allowable bearing pressures for static loads can be increased by 33 percent for transient seismic (and wind) loading conditions. Minimum Foundation Depth. A maximum frost penetration depth on the order of one foot is generally assumed for ground-supported foundations in the north central Texas area. However, due to the possibility of localized changes in soil moisture content in the expansive clays around the foundation perimeter, it is recommended that all foundation elements bear at a depth of at least 1,5 feet below final exterior grade. Existing Fill. The near-surface clay identified as Fill in Boring B-5 appears to be well compacted, and was likely placed during the construction of the existing pump station and adjacent transformer pad. If loose fills are encountered during construction, these materials should be removed by undercutting and replaced with a satisfactory replacement fill or material as will be discussed in more detail in the following report sections. Compressible Soils. The majority of the alluvial and terrace deposit soils that underlie the site are highly compressible due to their loose and soft condition. If subjected to additional loads, relatively large settlements will occur as the fine-grained soils (clays) consolidate and the coarse-grained soils (sands and gravels) densify. Based on preliminary calculations, it appears that an area surface load of 1,000 psf, for example, could result in settlements on the order of several Inches. Expansive Soils. The upper clays exhibited plasticity indexes (PI's) ranging from 15 to 30 percent and are considered as slightly to moderately expansive. These clays will experience vertical ground movements with changes in soil moisture conditions. The magnitude of these ground movements is typically related to the Pi, the initial soil moisture condition, the clay thickness, the active depth zone, changes in overburden pressures, surface drainage conditions close to foundation elements, slabs, and pavements, the proximity of trees, and other factors. The potential vertical movement (PVM) of the clays due to moisture-induced vertical soil swell beneath covered areas at the existing grade was calculated using the empirical TxDOT Method Tex-124-E. The clays were assumed to have a dry antecedent soil moisture conditions in PVM calculations using the TxDOT method. A PVM of up to 1.5 inches was estimated for the -1 t- GRD Report No. 0704-1188B - -- - expansive clay swell based on the assumption that the clays would become saturated in their final environment. This is a conservative estimate due to the assumption that the initial moisture content of the soil is dry, since the borings and the piezometers indicate a high groundwater level and moist sails. If the soils are not allowed to become dry during construction, the ground movements should be limited. Soil Corrosivity. Results of soil corrosivity tests performed on representative soil samples obtained from the test borings are presented in Plate 33. The susceptibility of buried concrete elements to chemical attack is generally evaluated on the basis of the soil pH and water-soluble sulfate content. The pH levels (above pH = 6) indicate a negligible potential for attack of an acidic environment on buried concrete. Sulfate ions can react adversely with the hydrated lime and hydrated calcium aluminate in cement paste to form calcium sulfate and calcium sulfoaluminate, which can be accompanied by considerable expansion and disruption of the paste matrix within porous concrete. A concentration of soluble sulfates less than 1,000 ppm is considered to be negligible with regard to exposure of buried concrete to sulfate attack (Ref. 3). The soil pH, resistivity, and chloride content are important in the evaluation of possible corrosion of buried steel elements and reinforcing steel embedded in concrete exposed to these soils. In general, the aggressiveness of soils on buried steel can be evaluated by comparison with values summarized below (Ref. 4). Each of the columns in this table should be used independently of the others when evaluating corrosion potential. (For example, it is not necessary to have a resistivity between 0 and 1,000 ohm-cm and a pH between 0 and 4.5 to indicate a very high potential for corrosion of steel.) Potential for Chemical Attack of Buried Steel Elements Soil Resistivity, Soluble Chlorides Corrosion ohm-cm in Soil, ppm Soil pH Potential 0- 1,000 0 -4.5 Very High _ 1,000-2,000 > 500 4.5 - 5.5 High 2,000--5,000 < 500 5.5 -6.5 Moderate > 5,000 > 6.5 Mild -12- r��ta Report No. 0704-1188B This comparison indicates some variability of the soils with regard to potential fcr chemical attack of buried steel elements. Based on the tests results summarized in Plate 33, the corrosion potential for buried steel elements varies from high to very high. Foundation Approaches. Several foundation approaches were considered for the proposed structures- Owing to the thickness of compressible clays, loose sands, and indicated groundwater conditions at the pump station site, deep foundations are indicated to limit foundation movements. Among deep foundation types, end-bearing driven piles, such as low displacement H-piles or open ended pipe piles appear to be the most positive and practical deep foundation approach with respect to constructability and long-term performance. Alternate deep foundation types, including drilled piers with casing and slurry as needed, were also considered. For the submerged intake structure lake site, it appears that the use of driven H-piles or pipe = piles similarly would provide the most positive approach. As alternate approaches, the possibility of using cased drilled piers or a mat foundation might be considered. The mat foundation approach would require removal of soft sediments overlying the sandstone in conjunction with underwater concrete placement or a cofferdam structure. For the submerged intake structure apron site, it would be necessary to confirm that the bearing conditions beneath the apron slab are satisfactory by some means. Recommendations for these foundation approaches are described in more detail in the following report sections. Pump Station NThe finished floor for the pump station base slab will be at El. 611. -rhe existing ground surface beneath the pump station varies between about Els. 605 and Egg along the abandoned fish hatchery pend slope. We understand that the current plan is to suspend the pump station base slab above the pond slope in an attempt to minimize the potential for inducing large settlements in the compressible foundation soils resulting from the weight of additional earth fill. Driven H-Pile Foundations. To provide for adequate bearing and to limit foundation movements, driven, steel H-pile foundations are recommended to transfer structural loads to the underlying, dense sands and sandstone. Estimated depths to the top of the sandstone are summarized in the above Table 2. The dense terrace sands and gravels were found V � -13- -funna Report No. 0704-11886 - — immediately above the sandstone in Boring B-1 below 43 feet (below El. 560) and in Boring B-4 below 53 feet (below EI. 566). The generally loose and soft alluvial soils extended to the top of the sandstone in the remaining land borings. �- Vertical Foundation Loads. Based on preliminary static pile analyses, we estimate allowable design loads of 60 to 90 tons per pile for HP12x53 piles (A36 steel) driven to refusal in the sandstone or in the dense terrace sands and gravels above the sandstone, as described in the preceding paragraph. If A572 Grade 56 steel is used for this size pile, it may be possible to increase the allowable design load to in the range of 80 to 116 tons per pile, assuming favorable installation conditions. We estimate that refusal will occur within a 5-foot penetration into these denser materials. However„ the actual bearing elevation should be established on the basis of a pile load test, a = wave-equation bearing graph (driving refusal analysis for the pile 1 hammer system), or a combination of these. The design brad within the above ranges should be established on the basis of the proposed construction approach. Due to the limited number of piles anticipated, it may not be cost-effective to consider running a pile load test. In this case, the design load would be based on driving refusal analysis alone and a factor of safety in the range of 2.5 to 3.0 should be considered relative to the ultimate pile capacity. It is estimated that this would result in allowable loads near the low end of the range estimated above based on the static pile analyses. If a pile load test is performed and the piles installed to refusal, a factor of safety in the range of 2.0 to 2.5 would be acceptable. In this case, it is estimated that this would result in - allowable pile loads near the upper end of the above estimated range based on static pile analyses. Difficult driving is anticipated in the medium dense to dense alluvial sands and gravels noted in Boring B-5 between depths of 34 and 44 feet. It will be necessary to penetrate through this stratum and through similar materials at other locations so that the pile tip will not bear in or above loose or very loose sands above the sandstone. Based on the static pile estimates, recommended minimum pile tip elevations-pile tips at or below these elevations-•are summarized in the following table. _ 14 RRiO Report No. 0704-1188B ; Table 5: Recommended Minimum Pile Tip Elevations, Pump Station Boring Pile Tip Bearing Minimum Pile Tip Depth Minimum Pile Tip No. Material Below Existing Ground,feet Elevation B-1 Dense Sand !Sandstone 38 565 B-2 Dense Sand 1 Sandstone 59 547 B-3 Sandstone 66 548 I B-4 Dense Sand !Sandstone 58 555 B-5 Sandstone 63 548 Pre-drilling may be required at some locations to reach the recommended minimum tip elevation without damaging the pile during driving. Driving shoes are recommended to minimize the potential for damage to the pile tips during installation. Settlements of successfully installed piles should not exceed about 0.25 to 0.5 inch. Other H-pile sections could be considered. Open-ended steel pipe piles could also be considered, with some increased drivability concerns. In general, piles in groups should be spaced at least three pile dimensions apart to optimize group capacity and minimize installation problems. Beneath individual columns (point loads), the piles should be designed in groups of at least three piles for lateral stability. Beneath walls (strip loads), the pile layout should be designed with pile pairs, one pile beneath each side of the wall to form a saddle for stability. The static pile analyses indicate that the piles will derive their vertical load carrying capacity �- primarily from end bearing in the underlying sandstone. For pile groups of up to 16 piles, with piles spaced at three pile dimensions apart or more, Estimated pile group settlements would stili be less than about one inch, and therefore, the pile group capacity can be assumed as equal to the sura of the individual piles (vertical group efficiency of 100 percent). Additional recommendations for pile group efficiency for larger groups can be provided upon request_ Lateral Foundation loads. As described previously, the overburden alluvial soils are variable in consistency, but generally are in a soft to very soft condition. As such, these soils will offer limited resistance to lateral loads applied to the H-pile foundations. In general, the ultimate lateral bearing capacity of the soft clays is estimated to be in the range of 1,000 to 2,000 pounds per square foot.. -— GRA Report No. 0704-118 8 B Estimated values for the sail subgrade modulus, E, and the coefficient of lateral subgrade - reaction, kh, for use in lateral pile analyses are summarized in the following table- Depth Depth Depth Depth 0-5' 5-10, 10-15' 15'+ A},= 0.25„ Es, psi 125 275 325 350 kh, pci 10 23 27 29 At,.=0.5" E5, psi 85 185 220 240 kh, pci 7 15 18 20 E5i psi 40 120 135 150 kh, pci 3.5 10 11 12 dn_2" E5, psi 20 70 85 90 kh, pci 1.5 6 7 8 Note- Ah = lateral soil displacement at indicated depth Group action should be considered when the pi}e spacing in the direction of loading is less than 6 to 8 pile dimensions. For closer spacing, the lateral subgrade reaction in the direction of loading should be reduced by a reduction factor, R, as follows: - Pile Spacing in Direction of Loading Subgrade Reaction D = Pile Dimension Reduction Factor, R 8D 1.00 6D 0.70 4D 4.40 3D 0.25 The use of batter piles can also be considered to resist lateral loads. The batter piles should be 1 horizontal to 2 vertical or steeper_ The use of batter piles is not recommended in conditions where negative skin friction could develop. Negative skin friction is discussed in the following report section. Additional assistance with analysis of laterally-loaded piles can be Provided upon request. -16- MEMO Reporl No. 0704-1188B Settlements 1 Negative Skin Friction. It is recommended that the base slab for the structure be supported on the pile foundation without placing additional fill beneath the structure, as indicated in your conceptual drawings, for the most part. At the east end of the building, it appears that 4 or 5 feet of fill may be added to support an access drive pavement into this end of the building. Results of preliminary settlement estimates under the weight of this fill indicate that settlements on the order of 1 inch to several inches will occur, depending on location. These estimates are based on the assumption that enough time has elapsed to result in a settlement equilibrium under the weight of the present soil overburden. Fill placed along the north side of the building or beneath the transformer pads could have a similar effect on the pile foundations. Settlements greater than 0.5 inch will tend to induce downdrag forces on the piles adjacent to or near the fill areas, requiring special consideration. Piles installed in areas subjected to settlements of 0.5 inch or more should be designed to accommodate downdrag shin friction. Preliminary estimates for downdrag skin friction are on the order of 300 to 500 pounds per square foot acting from the top of the pile to near the bottom of the compressible soils. The negative skin friction transferred to the piles can be reduced by adding a bitumen coating to the piles within the depth zone of settling soils. The negative skin friction can be eliminated by installing a permanent steel casing around the pile through the settling zone. f settlements, i possible t avoid lacing the fill To avoid or reduce the potential or Targe se lements, t may be pons e o a a placing by using a bridge structure for the east access drive, use of a lightweight aggregate fill, or by some combination of these, or other means. r The piles should also be designed to accommodate lateral loads, tensile loads, and other loading conditions as may be transmitted from the structure. Although not believed to be a problem, it is also recommended that the piles be checked for a possible buckling failure mode in the very soft and very loose soils. Additional assistance in this regard can be provided upon request. Due to the artesian groundwater conditions at the site, there is a potential concern with upward seepage flow along the piles and the chance that this seepage flow could carry internally eroded fines to the surface. We recommend that an inverted filter of concrete sand be placed around the top of each pile together with a means of draining any seepage flow away from the piles. It is recommended that an inverted filter consisting of a one-foot thick layer of concrete sand (ASTM C-33 fine aggregate), covered by a one-foot thick layer of fine gravel (maximum Yz-inch -17- f Report No. 0704-1188B size with less than 5 percent material passing the No. 200 sieve) be placed around each pile at the ground surface or beneath any pile caps. This filter should extend a distance at least one pile dimension away from the pile butt in all directions. Pile Caps. All foundation elements, including any pile caps if used, should be situated at least one foot below final exterior grade for frost protection. If the near-surface clays are not allowed to dry during construction, then swelling of the subgrade clays is not expected to be significant. and void spaces beneath the pile caps would not be required. In the event that an unbalanced water table condition could develop beneath a pile cap, the uplift farces can be assumed to be equal to the hydrostatic pressure associated with a design high groundwater level at the ground surface, assuming the ground surface is sloped for free drainage. Uplift resistance for the driven piles will be associated with uplift skin friction for that part of the pile in contact with the overburden clays. For an HP12x53 pile driven through 50 feet of overburden and assuming an uplift skin friction of about 300 pounds per square foot acting on _. the pile perimeter, an allowable uplift resistance of about 10 tons is estimated. Pile Construction. Construction recommendations for the H-pile foundations are included below in the report section entitled "installation of Driven Pile Foundations." All pile installations should be observed by qualified personnel to help verify that refusal is obtained, the pile integrity maintained, and to perform related duties. Alternate Drilled Pier Foundations. As an alternate, drilled pier foundations could be considered for support of the pump station structure. This foundation approach may offer advantages if it is required to resist large uplift loads. Due to the presence of granular soils below the groundwater level and the artesian groundwater conditions, special consideration would be required for pier construction. Slurry construction, steel casing, or a combination of these is indicated for these conditions. The most positive approach would include use of permanent casings to the bearing strata. Additional recommendations for this foundation approach can be provided upon request. -18- �®RG Report No. 0704-1188B isles Structural Base Slab. As discussed above, we understand that the pump station base slab will be. structurally supported on the pile foundations so that the slab will not be subject to large settfements, All areas of the subgrade beneath the slab should be sloped for positive drainage away from the structure. A minimum 8-inch void space height should be maintained between the bottom of the base slab and the top of the expansive subgrade soils. Intake Structure The new intake structure lake site is approximately 40 feet east of the existing intake structure. At the time the offshore borings were drilled, the surface of the lake was at EI. 648.1. Water depth at the two offshore boring locations was estimated to be 41 and 44 feet based on the weighted tape mudline measurements, resulting in estimated lake bottom elevations between 604 and 607. Mudline measurements in soft bottom sediments should be regarded as approximate. As one approach, driven, steel H-pile foundations are recommended to transfer structural loads to the underlying dense sands and sandstone. Eight to 11 feet of primarily loose sands, with some soft clays, were encountered in these borings. For a steel tower structure similar to the existing submerged intake tower, it is assumed that at least some of these loose sediments will be removed to firmer materials and that a work platform established on the lake floor with crushed stone or similar granular material to provide temporary support for the tower frame. It is further assumed that the tower frame will be permanently supported on deep foundations bearing in the underlying sandstone. Similar to the existing intake tower, the deep foundations could consist of driven H-piles.. Based on preliminary static pile analyses, we estimate allowable design loads of 45 to 65 tons per pile for HP10x42 piles (A36 steel) driven to refusal in the sandstone, as described in the preceding paragraph. If A572 Grade 50 steel is used for this size pile, it may be possible to increase the allowable design load to in the range of 60 to 80 tons per pile, assuming favorable installation conditions. For HP12x53 piles, we estimate allowable design loads of 60 to 90 tons per pile (A36 steel) driven to refusal in the sandstone, as described above for the pump station structure. If A572 Grade 50 steel is used for this size pile, it may be possible to increase the allowable design ioad to in the range of 80 to 110 tons per pile, assuming favorable installation conditions. Uplift resistance of piles driven for the intake structure will be equal to the wei ht of th6 {lila. �crRo Report No. 01704-1188B Based on static pile estimates for HP10x42 piles and HP12x53 piles, recommended minimum pile tip elevations--pile tips at or below these elevations--are summarized in the following table. Table 6: Recommended Minimum File Tip Elevations. Intake Structure Baring Pile Tip Bearing Minimum Pile Tip Minimurn file Tip No, Material Elevation, HP10x42 Piles Elevation, HP 12x53 Piles B-6 Dense Sand!Sandstone 593 591 B-7 Dense Sand /Sandstone 593 591 Additional recommendations for driven H-piles for the intake structure with driving refusal based on a wave equation bearing graph would be similar to those included above for the pump station in the above report section entitled "Driven H-Pile Foundations." As an alternate approach, drilled pier foundations could be considered for support of the intake tower structure. Such piers would need to be constructed through steel casing extending into the sandstone, likely with slurry construction. It is envisioned that the piers would be constructed to the planned top elevation with the top of the casing cut off at this elevation and the tower structure attached. This type of foundation may offer advantages to resist uplift forces. Additional recommendations for this foundation type can be provided upon request. Also as an alternate approach, consideration could be given to excavation of the loose and soft sediments from over the top of the sandstone bearing stratum and construction of a concrete mat foundation. Additional recommendations for this foundation type also can be provided upon req nest. As previously discussed, we understand that the possibility of supporting the intake tower directly on the outlet works apron is also being considered. The elevations of the top of sandstone indicated in the lake borings (near El. 596) and the visually estimated elevation of the top of the sandstone in the left abutment outcrop at the downstream conduit apron appear to be - near the estimated upstream conduit apron elevation. On this basis, the upstream conduit apron may be supported directly on the sandstone, or possibly on a compacted fill or lean concrete layer above the sandstone. Additional investigation would be required to confirm the actual foundation bearing conditions beneath the apron slab. Recommendations for additional investigation to evaluate the foundation bearing conditions beneath this slab can be provided upon request. -20- �GRO Report No. 0704-1188B Buried Pipe The new raw water intake pipe will extend from the intake structure, through the existing dam outlet works, and to the proposed pump station. It is assumed that the new 54-inch diameter pipe will be supported above ground from the downstream outlet works apron to the point where it connects to the 90-inch diameter pipe. It is assumed that the new 54-inch diameter pipe will be supported on driven H-piles, similar to those used for the existing 54-inch diameter pipe. The top of the sandstone in the preliminary Boring B-31P was indicated to be near EI. 570. Driven H-piles for this pipe segment can be designed in accordance with recommendations included above in the report sections entitled "Driven H-pile Foundations" and Intake Structure." East of this point, we understand that several alternatives are being considered for the 90-inch diameter raw water intake pipe to the end of the new pump station header pipe, a total distance of about 480 feet. The desired approach is to bury the pipe so that the proposed new pavements can be constructed over it. It is also desired to support the buried pipe without deep foundation supports, if possible. Finally, the option of supporting the pipe on deep foundations above grade may be considered. Geotechnical recommendations for these approaches are summarized in the following paragraphs. Buried Pipe Without Deep Foundation Support. The existing ground surface along the centerline of this pipe segment is approximately between Els. 608 and 611. New fill will be placed over the pipe beneath the proposed access drive at the east end of the pump station. The thickness of the new fill will range up to 4 feet for the western 200 to 250 feet of the pipe. The pipe invert will be near El. 596, or approximately 12 to 15 feet below final grade. It is assumed that at least 7.5 feet of cover will be maintained above the top of the pipe for buoyancy purposes. For construction, this will require open trenches ranging up to 15 feet below existing grade. At the proposed bearing elevation the pipe will bear in alluvial clays and clayey sandswhich range from very soft to stiff in consistency, with N-values of 1 to 12 blows per foot, in addition, groundwater levels are near the existing ground surface. From a design perspective, it would be necessary to over-excavate the very soft and soft clays to a depth of at least three feet below the bottom of the pipe and replace these clays with materials suitable to locally improve the foundation bearing conditions, particularly for construction purposes. It is estimated that this -21- GRo Report No. 0704-1188B would include placement of a well-compacted crushed stone (such as flexible base, TxDQT Item 247, Type A, Grade 1) over a geotextile filter fabric separation layer. Assuming that other construction concerns can be overcome, as discussed below in the report sections entitled "Excavations" and "Dewatering," then the pipe could be constructed using standard embedment and backfilling methods consistent with the buried pipe design and support of the overlying pavements. In areas where additional fill will be added to raise the grade by up to 5 feet, the buried pipe will be subjected to settlements ranging up to several inches. Differential settlements would be related to variations in the subsurface conditions and fill thickness over the pipe. The pipe should be designed to accommodate settlements of this magnitude. Flexible connections between the soil-supported pipe and the pile-supported pump station structure would be required. Additionally, special care will need to be exercised to carefully compact the backfill over the pipe in areas beneath pavements and other settlement-sensitive flatwork. Backfill settlements on the order of 1 to 2 percent of the backfill thickness should be expected to occur over time. This corresponds to settlements on the order of 1 to 1.5 inches, in addition to the deeper-seated consolidation settlements expected in new fill areas, It is estimated that about one-third of the _ backfill settlements will occur during construction. An increased degree of compaction is recommended for the pipe backfill beneath pavements, as will be discussed in more detail below in the report section entitled "Fill Construction." Buried Pipe With deep Foundation Support. If it is not practical to attempt to accommodate settlements as described above, then consideration could be given to supporting the buried pipe on deep foundations. The use of driven H-piles is recommended for this purpose. The piles could be designed as described above in the report section entitled "Driven H-Pile Foundations." Minimum pile tip elevations along this pipe segment are summarized in the following table for HP12x53 piles. Table 7: Recommended Minimum Pile Tip Elevations,90-inch Pipe Boring Pile Tip Bearing Minimum Pile Tip Depth Minimum Pile Tip No. Material Below Existing Ground,feet Elevation B-3 Sandstone 66 548 B-4 Dense Sand 1 Sandstone 58 555 B-5 Sandstone 63 5413 B-3P Dense Sand 1 Sandstone 33 565 -22- y Report.No. 0704-11888 in areas where new fill is planned and where large settlements are expected, the pipe would need to be designed to accommodate the additional weight of soil due to the changed pipe projection conditions, with the pipe supported on relatively unyielding deep foundations in an environment of settling soils, In this instance, the ground settlements would tend to cause soil arching to the top of the pile-supported pipe. The pipe and piles would need to be designed to support an overburden loading that would exceed the weight of soil directly above the pipe. Additionally, the piles would need to be designed to accommodate negative skin friction loads, as described above in the report section "Driven H-Pile Foundations." In general, it is recommended that the saddle supports for the buried pipe be supported by pile pairs as recommended above for strip foundation loads. This approach is typically recommended for pile foundations to accommodate eccentric loading effects associated with normal pile construction tolerances beneath pile caps. Above-Ground Pipe With Deep Foundation Support. This approach would consist of supporting the pipe above grade on driven H-piles. The H-piles should be designed as described above in the report section entitled "Driven H-pile Foundations." Buoyancy Resistance. For the buried pipe approaches, the pipe should be designed to resist buoyancy forces associated with a maximum piezometric head that could occur at the base of the pipe- This will depend on the profile grade and the estimated upward seepage forces associated with the artesian groundwater conditions at the site. Resistance to uplift forces can be provided by weight of backfill over the pipe, tie-down straps to pile saddles or a concrete bedding cradle, or by similar means. The use of a trench drain along and beneath the bedding may offer some advantages to reducing uplift forces. Embedment and Backfill. The embedment and backfill for the buried pipe should be compatible with the design assumptions for the pipe, depth of cover, post-construction ground support requirements, and related items. We understand that welded steel pipe is planned for this project. Typically, steel pipe is designed as a flexible pipe to accommodate internal and external loading conditions. The vertical external soil load to the pipe will depend on the projection ratio as discussed above in the report section entitled "Buried Pipe with Deep Foundation Support." The embedment materials and compaction should be consistent with the design assumptions. In general, the embedment support should be uniform and free of large rocks and debris, which -23- GRD Report No. 0704-11888 could damage the exterior pipe coating materials, The embedment material must be placed without voids. The embedment material should not consist of a corrosive soil. A granular embedment material is typically preferred to satisfy these requirements. A durable crushed stone with a maximum particle size of about 1 inch should be considered for this purpose, such as Aggregate Grade 4 (Ref, 6) would be suitable for this purpose. This type of embedment material would be suitable for pipe support and would generally be easy to compact in confined areas such as within the haunch zone. For the larger diameter pipe, a minimum embedment thickness of 6 inches beneath the pipe is recommended and this embedment should extend above the bottom of the pipe, preferably to at least the mid-height of the pipe. Above the mid-height of the pipe, use of a compacted select fill or granular material is recommended. A select fill would consist of a clayey sand or sandy clay, classified as SC or CL according to the Unified Soil Classification System, with 25 to 55 percent passing the No. 200 sieve and a Plasticity Index between 5 and 15. This material should extend to at least 12 inches above the top of the pipe. These embedment soils should be placed in lifts with each lift compacted to a degree of compaction consistent with the pipe design. It is anticipated that this degree of compaction would be on the order of 99 to 95 percent of the standard Proctor maximum dry density (ASTM D 698). The compaction should occur at soil moisture contents near the optimum moisture level (optimum ± 3 percent). If smaller compaction equipment is used, the loose lift thickness should not exceed six inches. It is anticipated that the backfill materials will consist of excavated clays in general_ Select fill might be considered for use as backfill in areas beneath pavements or slabs in an attempt to help limit the magnitude of post-construction settlements within the backfill zone. At minimum, the backfili materials should be free of rock fragments and clods larger than 4 inches, organic materials, and other deleterious matter. In areas where the pipe backfill is not located beneath pavements or other slabs that may be sensitive to settlements, the backfill should be placed in 8-inch loose lifts with each lift compacted to at least 95 percent of the standard Proctor maximum dry density (ASTM D 698). In areas where the pipe passes beneath pavements, settlements of the pipe backfill should be anticipated, as discussed above in the report section entitled "Buried Pipe Without Deep Foundation Support." In these areas, it is recommended that the degree of compaction for the pipe backfill be increased to 100 percent of the standard Proctor maximum dry density. Other means could be considered in attempts to further reduce backfill settlements, such as use of a -24- �GR[l Report No. 0704-1188B higher quality granular backfill, mixing cement with the backfill, or some combination of these or other means. It should be noted that efforts to reduce pipe backfill settlements will not reduce the deeper-seated consolidation settlements in areas where new fill is placed above existing grade, as described above in the report section entitled "Buried Pipe Without Deep Foundation Support." Care should be exercised to avoid possible damage to the pipe or coating due to the operation of heavy compaction equipment too close to the pipe. Additional considerations for placing and compaction of backfill are discussed below in the report section entitled "Fill Construction." Thrust Blocks f Restraints. It is assumed that the pipeline will be designed to resist any unbalanced thrust forces using restrained joints, thrust blocks, or a combination of these or other methods. Ideally, thrust blocks should be design to bear against firm, undisturbed natural soils. As previously described, the soils along the pipe alignment and at the pipe depth consist of clays, which vary from very soft to stiff in consistency. In general, lateral bearing values on the order of 500 to 1,000 pounds per square foot are anticipated for stiff clays. For the very soft and soft clays, the site-specific soil conditions should be reviewed relative to lateral bearing at each thrust black location. The evaluation of lateral bearing resistance provided by soils should reflect the laterat movements required to mobilize the passive earth pressure conditions. An ultimate sliding Friction coefficient of 0.3 is estimated for concrete bearing on medium stiff-to- stiff, undisturbed clays. Transformer Pads The two transformer pads will have plan dimensions of about 15 by 55 feet and will be situated immediately northwest of the northwest corner of the pump station on both sides of the new access road. The transformers will be situated in two rows of four transformers each and it is assumed that they will be supported on a concrete slab-on-grade. it is planned to establish the top-of-slab elevation near El. 610, which will require 1 to 2 feet of fill and a short retaining wall along the south edge for the south slab and up to 6 feet of cut with a retaining wall along the north edge for the north slab. Depending on the weight of the transformers, it is roughly estimated that the slab could be equivalent to an area loading on the order of 200 to over 1,000 pounds per square foot- -25- 'i�o Report No. 0704-11888 - � � - . �-M The test borings nearest to the transformer pad site indicated the presence of clayey sands and sandy clays to depths of 12 to 14 feet (Borings B-3 and B-4). N-vaiues in these soils ranged from 0 to 8 blows per foot within this depth zone. For the north transformer pad, the foundation leads imposed by the transformers are estimated to be comparable to the weight of the 4 to 5 feet of sail removed. Under these circumstances, we recommend that the foundation soils immediately beneath the transformer slab be over- excavated to a depth of three feet below the planned subgrade elevation. The plan limits of the undercutting excavation should be established on the basis of an imaginary line extending outward and down from the base perimeter of the slab. The bottom of the undercutting excavation sheuld be scarified to a depth of 6 inches and compacted to at feast 95 percent of the standard Proctor maximum dry density (ASTM Q 698). The entire excavation should then be re-filled with the excavated soils placed and compacted in lifts as described below in the report section entitled "Fill Construction." The transformer slab supported on this compacted fill pad can be designed for an allowable bearing pressure of up to 1,000 pounds per square foot. It is estimated that the slab settlements should be limited for this case, and not exceed about 1 inch. For the south transformer pad, a similar approach could be considered. However, if the transformer weights are on the high end of the range discussed above, and if the subsurface conditions found in Boring B-4 prevail at this location, then settlements on the order of several inches are estimated. For these conditions, this transformer slab may need to be supported on driven H-pile foundations, as recommended for the pump station structure, in order to limit settlements. Consideration might also be given to moving the south transformer pad to just west of the north transformer pad. Retaining Walls The current plan includes approximately 400 linear feet of new retaining walls that will range up to 6 feet in height. These walls will be located along the north side of the access road, the north and south transformer pads, and along the south side of the east access road, near the crest of a ravine between the existing transformer yard and the east fish hatchery berm. It is anticipated that these walls will be designed as cantilever retaining walls or possibly as mechanically stabilized earth walls with segmental black facing. -26- _ Report No.0704-1188B own Walls that are not structurally restrained from small outward movements can be designed using active earth pressure conditions with the active lateral earth pressure coefficient, Ka. Below- grade walls or grade beams should be designed for the at-rest earth pressure assumptions, using the at-rest lateral earth pressure coefficient, K,, since these wails would be structurally restrained from movements required to mobilize the active earth pressure condition. Retaining walls are not typically restrained, and are therefore subject to the active earth pressure condition. Recommendations for retaining wall design are included in the following paragraphs. Wall Foundation Bearing. Due to the presence of very soft and very loose clayey sands and sandy clays within the anticipated bearing zones for the retaining walls, it is recommended that the bearing soils beneath the retaining wall foundations be improved. This improvement would be similar to that recommended above for the transformer pads. The existing soils immediately beneath the retaining wall foundations should be over-excavated to a depth of 3 feet, the bottom of the excavation scarified and compacted, and the excavated materials replaced in well- compacted lifts to the proposed bearing elevation. The width of the undercutting excavation should be established using imaginary lines extending outward and down on a 1 H:1 V slope from the base perimeter of the foundation. Care should be exercised to completely fill the entire undercutting excavation with well-compacted fill. The fill should be placed and compacted in accordance with recommendations included below in the report section entitled "Fill Construction." For these conditions, the retaining wall foundations can be designed using an allowable bearing pressure of up to 1,000 pounds per square foot. An ultimate sliding resistance friction factor of 0.3 may be used for foundation concrete on firm clay. This allowable bearing pressure may be increased to 1,400 pounds per square foot if the 3 feet of undercutting and replacement, described in the preceding paragraph, is modified by using a well-compacted crushed stone (flexible base, TxDOT Item 247 Grade 1 or 2, Ref. 5) instead of the native soils. For this approach, a woven geotextile, such as Mirafi 50OX or equivalent should be placed in the bottom of the undercutting excavation prior to placing and compacting the replacement flexible base material. If additional bearing is needed, it is recommended that the retaining wall foundations be supported on driven H-piles as for the buried pipe. Lateral Earth Pressures. Lateral earth pressures for retaining wall design depend on the type of backfill, drainage conditions, backfill compaction equipment and procedures, and other factors, it is anticipated that backfill types that may be considered include free-draining granular fill and select fill. It is anticipated that on-site sandy clays might also be considered for retaining -27- �GRO Report No.0704-11886 wall or grade beam backfill, or for other structures. A free-draining sand and gravel could - consist of a washed material (river sand and gravel or crushed stone) meeting the requirements of TxDCT Item 421 (coarse concrete aggregate) or similar material with less than 5 percent fines passing the No. 200 sieve and a maximum particle size of 0.5 to 1 inch. Select fill should consist of a clayey sand or sandy clay, classified as SC or CL according to the Unified Soil Classification System, with 25 to 55 percent passing the No. 200 sieve and a Plasticity Index between 5 and 15. It appears that some of the on-site clayey sands would qualify as select fill. All backfill should be free of rock fragments larger than 4 inches, roots, vegetation, or other deleterious matter. Minimum backfill limits behind the walls should extend outward and up on a 1 H:1V slope from the base of a below-grade wall. The fill should be placed in maximum 8-inch loose lifts and compacted as described below in the section entitled "Fill Construction," Additional care should be exercised to avoid overstressing the wall by operating heavy compactors (greater than 10 kips including any dynamic loads)within 5 feet of the back of the wall. Use of thinner loose lifts (on the order of 6 inches or less) is recommended in conjunction with operation of hand- operated or small riding type compactors behind the walls. A total unit soil weight of 125 pounds per cubic foot can be assumed for these backfill types. An equivalent fluid pressure distribution can be used to approximate lateral earth pressures acting against the back of the retaining walls. Recommended equivalent lateral earth pressures, without surcharge, are summarized in the following table: Table 8: Recommended Equivalent Fluid Pressures For Design of Retaining Walls and Grade Beams (pounds per square foot per foot of depth) Backfill Active Condition(K,) At-Rest Condition (K*) Type Above Water Below Water Above Water Below Water Table Table Table Table Free-Draining Aggregate 45 85 50 85 (Ka= 0.35; Ka = 0.4) Select Fill 55 g0 70 95 (Ka = 0.45; Ka =0.55) Ort-Site Sandy Clays 80 100 85 105 (K,=0.65; Ko= 0.70) -28- - 7 Report No. 0704-11888 r� The equivalent fluid pressures for the below-water table condition were obtained by using the l submerged or buoyant unit backfill weight (buoyant unit weight of 63 pounds per cubic foot) and adding the hydrostatic pressure. A surcharge load, q (in pounds per square foot), will typically result in a lateral pressure equal to about 0.45q (uniformly distributed with depth). This should be added to the above equivalent fluid pressure to obtain the total lateral earth pressure for design purposes. If the surcharge loading is located a distance away from the back of the wall greater than the wall height, the lateral pressure increase to the wall from this source will be minimal. Earth Pressure Coefficients and Base Sliding Resistance. It is anticipated that there will be # instances where wall movements may be sufficient to mobilize the active earth pressure condition and where passive pressures may be required to resist lateral forces, as is the case for retaining walls. Lateral earlh pressure coefficients for general design purposes are summarized in the following table: Table 9: Recommended Lateral earth pressure Coefficients Backfill Active Barth Pressure Passive Earth Pressure Type Coefficient, K, Coefficient, KP Free-Draining Aggregate 0.35 2.8 Select Fill 0.45 2.2 On-Site Sandy Clays 0.65 1.5 These coefficients assume that the backfill is satisfactorily compacted. For the select fill and on- site clays, the cohesion component has been neglected. Lateral loads transmitted to base slabs or foundations can be resisted by sliding resistance developed between the foundation concrete and the bearing stratum. Ultimate sliding resistance friction factors of 0.5 may be used for foundation concrete on well-compacted granular fill, 0.4 on well-compacted select fill, and 0.3 on firm clay. These values assume the absence of plastic sheeting or a smooth geomembrane placed beneath the foundation concrete. Wall Drainage. It is recommended that backfill drains be provided for all retaining walls. These could consist of perforated, longitudinal pipe drains, weepholes, or a combination of these, depending on the wall type and backfill types selected. GRG Report No, 0704-1188B If free-draining or select backfill is used, it is recommended that a 1.5-foot thickness of well- compacted, impervious clay cover be placed over the backfill surfacP to minimize inl7iltration. The upper surface of the wall backfill should be sloped to provide for positive drainage and minimize the potential for infiltration of surface water into the backfill. Backfill Settlements. As described below in the section entitled "Fill Construction," all backfill and associated new fill placed behind retaining walls should be constructed in well-compacted lifts. Special care must be exercised to "tie in" the backfill with adjacent undisturbed, firm, natural soils by excavating deep benches into the firm natural soil during placement of each fill lift, All loose materials and "slope wash" that may accumulate in the wall excavation during construction should be completely removed prior to placement of the backfill materials. Some post-construction settlement of the backfill should be anticipated, as described above in the report section entitled "Buried Pipe Without Deep Foundations." This is typically on the order of 1 to 2 percent of the backfill height (or more), even if satisfactory compaction of the backfill materials is achieved. Therefore, it is recommended that special consideration be given to the design of any foundation slabs and pavements that may extend over this backfill as a result of the potential for differential settlements introduced by this condition. The wall backfill settlements would be in addition to any deeper-seated settlements resulting from the weight of new fill placed over the compressible foundation soils. Pavements Specific axle loading and traffic volume characteristics have not been provided at this time, but we assume that the access road will be subjected to occasional heavy trucks, light trucks, and automobiles, We understand that it is planned to use Portland Cement concrete pavement sections, consistent with general area practice. However, depending on the alternative design approaches selected, there may be a ,potential for significant settlement movements in some of the pavement areas. In general, .asphaltic pavements are more suited to sites where relatively large settlements of the pavement subgrades are anticipated. Areas where large settlements occur will require increased maintenance, early overlays, or a combination of these. We assumed an average of 5 equivalent 18-kip axle loadings per day for a design period of 20 years. Based on the laboratory test results, a CBR value of 3 was assumed for the raw subgrade soils in a compacted condition beneath the pavements. A higher CBR value (estimated to be 12) was assumed for cement-treated subgrade soils. _ -30- GRn Report No. 0704-1188B subgrade Preparation. Based on the conceptual plans, it appears that much of the pavement will be constructed in cut sections ranging from 0 to about 4 feet in height. Fills will range from 0 to 3 feet, with the thickest fill occurring at the east entrance to the pump station. Due to the presence of very loose or soft soils indicated in the pavement areas, it is recommended that these soils be undercut as needed to provide for 1.5 feet of well-compacted soils beneath the pavement subgrade. In cut areas this would require undercutting to at least 1 foot below the proposed subgrade level. The soils exposed at this depth would be scarified to an additional depth of 6 inches and compacted to a minimum of 95 percent of the maximum standard Proctor dry density (ASTM ❑ 698) near the optimum moisture content (optimum t3 percent). The subsequent subgrade preparation and fill placement should be performed in accordance with recommendations outlined below in the sections below entitled "Site Preparation" and "Fill Construction," including the proofrolling observations. After completion of this work, it is anticipated that the exposed pavement subgrade will consist primarily of sandy clays or clayey sands. Consideration should be given to stabilization of the subgrade clays to provide for increased strength and uniformity of support beneath the pavement section. For low-plasticity clays and fine clayey sands, it appears that a cement admixture would provide the greatest benefit in this regard. Based on the anticipated average Plasticity Index for the subgrade soils, we estimate that 5 percent by dry weight of cement would be adequate for this purpose. If it is decided not to treat the subgrade sails, then the pavement section would need to be designed for this condition. Pavement Sections. Recommended thicknesses for jointed reinforced concrete pavement �I sections and hot-mix asphalt pavement sections are presented in the following table. Additional evaluation of the: pavement design can be performed upon request on the basis of more specific estimates of the design traffic and design period. Table 10: Recommended Pavement Sections for Access Drives Layer Material Thickness, Jointed Reinforced Concrete Pavement JRCP Ease Section _ Portland Cement Concrete 6 Cement Treated Subbase 6 Com acted Sub rade 6 -31- �GRG Report No. 0704-1188B Table 10: Recommended Pavement Sections for Access Drives Layer Material Thickness, inches Alternate Section 4 Portland Cement Concrete 7 Compacted Sub rade 6 Asphaltic Concrete Pavement HMAC Base Section Hot Mix Asphaltic Concrete 5 Cement Treated Base 6 Compacted Sub rade 6 Alternate Section Hot Mix Asphaltic Concrete 5 Flexible Base crushed stone 6 Geotextile Compacted Sub rade 6 Design of the Portiand Cement concrete pavements should be based on a minimum 28-day concrete compressive strength of 3,600 psi with 4 percent to 6 percent entrained air. Hand- placed concrete should have a maximum slump of 4 inches. A sand-leveling course should not be permitted beneath pavements. The concrete should be placed within one and one-half hours of batching. During hot weather, the concrete placement should follow ACI 305 (ref. 3) Hot Weather concreting guidelines. In no case should concrete temperature exceed 95°F. Consideration should be given to limiting concrete placement to the time of day, which will minimize large differences in the ambient and concrete temperature. Use of superplasticizer should be considered to improve the concrete workability without increasing water cement ratio. Past experience indicates that pavements with sealed contraction joints on 15 to 20-foot spacings, cut to a depth of at least one-quarter of the pavement thickness, have generally exhibited less uncontrolled, post-construction cracking than pavements with wider joint spacings. Also, expansion joints shoutd be used wherever the pavement will abut a structural element subject to different movement levels, e.g., light poles, retaining wails, existing T pavement, stairways, entryway piers, building walls, or manholes. After construction, the construction, contraction, and expansion joints should be inspected periodically and resealed, as necessary. The JRCP pavement should be nominally reinforced using at least No. 3 bars at 18 inches on center in each direction. -32- -fiJGR13 Report No_0704-1188B The cement-treated base should conform to requirements of TxDOT Item 275, The HMAC pavement should be constructed in accordance with TxDOT Item 340 and the flexible base should consist of a well-graded crushed stone, TxDOT Item 247, Type A, Grade 1. The geotextile reinforcement 1 separation fabric should consist of Mirafi 60OX or similar. Fill and Backfill Materials In general, excavated on-site soil materials can be used for general fill at the site, as backfill for buried pipes, and for other purposes. All fill should be free of organic, deleterious, and otherwise unsuitable materials and rock fragments or clods larger than 4 inches. Other fill and backfill types discussed in the report should also meet the above requirements and are summarized below for reference; Select Fill: Clayey sand or sandy clay, which classifies as SC or CL according to the Unified Soil Classification System. The select fill should have a Plasticity Index (PI) between 5 and 15 and the percent passing the No. 200 sieve between 25 and 55 percent. Crushed Stone: Well-graded crushed stone: TxDOT Item 247, Flexible Base, Type A, Grade 1. Granular Backfill: Free-draining sand and gravel washed material (river sand and gravel or crushed stone) meeting the requirements of TxDOT Item 421 (coarse concrete aggregate) or similar material with less than 5 percent fines passing the No. 200 sieve and a maximum particle size of 0.5 to 1 inch (Grades 4, 5, or 6 in TxDOT Item 421). rCrushed stone (flexible base) and granular backfill will need to be imported from off-site sources. It appears that at least some of the excavated on-site soils will likely meet the requirements for select fill. Additional tests during construction may confirm which excavated soils meet the above guidelines. Where select fill, flexible base or granular backfill is used beneath or adjacent to structures, an impervious cover of well-compacted clay fill with a 1.5-foot minimum thickness should be placed over these materials extending outside the limits of the structure to minimize the potential for infiltration of surface water into this fill. The use of Plowable backfill material may be considered as fill or backfill in small or confined I" 33 Report No- 0704--1188B =1T" areas where operation of ordinary soil compaction equipment is regarded as impractical, or where high water levels make compaction difficult. f:lowable backfill is a mixture of sand, cement, fly ash, and water to form a very lean concrete mixture (TxDOT Item 401). Site Grading, Stopes, and Drainage In general, final grades constructed in or of the moderately plastic soils at the site should be sloped at 4 horizontal to 1 vertical (41H:1V) or Flatter. It is recommended that any slopes exceeding about 6 feet in height be reviewed. Assistance in this regard can be provided upon request. It is recommended that all site grades be sloped for positive drainage, particularly near structures, slabs, and pavements. The final exterior grade should slope at 5 percent for a distance of at least 10 feet away from all structures and pavements. Provision shouid be included to maintain this minimum slope over structure backfill subject to settlements_ CONSTRUCTION CONSIDERATIONS - Traffrcabitity The near-surface soils over much of the plant site consist primarily of loose to medium stiff sandy clays and clayey sands. These soils will deteriorate rapidly and develop ruts under the action of heavy wheeled vehicles, particularly during wet weather periods. In the abandoned fish hatchery pond, it appears that the soils beneath a thin surface crust will remain saturated, even during dry weather periods. During wet weather periods, it appears that this part of the work area will be under water. It appears that use of tracts-mounted equipment will be required for construction in the pond area in general, and in other areas during wet weather periods. The need for temporary access roads (crushed stone aggregate surfaces) should be anticipated in work and stockpile areas, and in other areas exposed to heavy wheel traffic. Excavations It is anticipated that excavation of the soft to stiff overburden soils can be accomplished with ordinary earthwork equipment and operations. -34- t - - GR�1 Report No.0704-1188B The most significant excavation for the proposed construction would be required for the buried 90-inch diameter raw water pipe, if a buried pipe approach is selected. This would require a cut excavation on the order of 15 to 18 feet deep (including undercutting for pipe support) parallel to the toe of the dam, along a line approximately 100 feet downstream of the toe. The excavation will extend through very soft to stiff clays below the groundwater level. Due to the proximity of the excavation in the vicinity of the toe of the dam, it is recommended that the excavation, pipe placement, and backfilling be constructed in segments, not exceeding about 40 feet of excavation open at a time. It is recommended that the construction be conducted in braced excavations rather than open cuts so that potential ground movements can be controlled, The most positive approach would include use of sheet piles with internal bracing as needed. At least one row of bracing would be required. A second row may be needed if squeezing conditions are indicated in the bracing system design. The sheet piles should also be designed to help resist potential base heave conditions. A preliminary design illustration with rY lateral earth pressure for design of a retention system with two rows of bracing is presented in Plate K. Dewatering efforts are recommended to reduce hydrostatic pressures in sand layers, as described below in the report section entitled "Dewatering." FIn general, and in our experience, the contractor is responsible for maintaining stable and safe excavations in accordance with Occupational Safety and Health Administration (OSHA) guidelines. The excavation recommendations in this report section have been included for general information and general reference purposes. For the buried pipe trench, it is frecommended that the contractor be required to provide an excavation 1 dewatering plan prior to start of excavation construction. This plan should be prepared by a qualified professional engineer licensed in the State of Texas and with experience in the design of this type of bracing and dewatering system. Review of this plan will in no way relieve the contractor of his obligation to provide a safe and stable trench excavation. The plan should include provision for monitoring of ground movements in the vicinity of the trench excavation_ This should include installation of a� slope indicator casings at selected locations with readings taken in these casings at regular internals while the excavation is open. Excavations to depths of up to 4 to 6 feet are anticipated for construction retaining walls on the uphill sides of the proposed access road and transformer pads. In these areas, excavation Report No, 4744-11888 slopes on the order of 1 H:IV should remain stable temporarily to allow for construction of the proposed retaining walls. Dewatering Groundwater was encountered at shallow depths in each boring at the time of this study. In the existing pond area, it will be necessary to control ponded surface water and seepage inflow to create a dry work area. It is anticipated that this can be accomplished by construction of temporary dikes, directing surface water flow to collector ditches, and pumping from sump pits. For the buried pipe trench excavation, more extensive dewatering efforts may be required to maintain a stable base condition. These efforts may include closely spaced well points, deep wells, or a combination of these. Since most of the soils within the excavation depth consist mostly of low-permeability clays and clayey sands, only limited quantities of groundwater flow are anticipated. The function of the dewatering system would be primarily to reduce hydrostatic pressure in the deeper sand seams and layers that could result in heaving of the base of the excavation. However, long-term lowering of the piezometric heads will result in an increase in the effective stress in the deeper soft clays, and this will tend to induce unwanted consolidation settlements, possibly of significant magnitude. Under these circumstances, it would be required to operate the dewatering system at a given trench segment location only for as long as _ necessary to install and backfill the buried pipe. A well-point 1 deep well dewatering system is typically designed, installed, and operated by a specialty dewatering contractor. As described above, it is recommended that the contractor be required to submit a dewatering layout with his excavation f dewatering plan prior to start of the excavation. The plan should include installation of several piezometers at selected locations in the vicinity of the trench so that the effectiveness of the de-pressuring efforts can be evaluated prior to start of excavation and during the period of time that the excavation is open. Additionally, the plan should also include provision for monitoring of settlements during the period that the dewatering system is operating within each segment. If settlements exceed an acceptable threshold, say on the order of one inch, then the excavation 1 dewatering system would need to be modified to limit settlements. -36- Report No.0704-11886 Site Preparation In general, prior to placing any fill material, all existing surface vegetation, trees, loose fill, debris, and similar unsuitable materials should be removed from within the limits of the fitl areas. All exposed subgrade soils should be proofrolled by observing the subgrade response to the weight of a heavily loaded dump truck or similar heavy wheel load. Any soft or loose areas thus disclosed should be removed and replaced with a well-compacted, suitable replacement fill, All exposed soil surfaces should then be scarified, wetted as required, and re-compacted between 95 and 1001 percent of the maximum dry density as defined by ASTM 0 698 (standard Proctor test). if the exposed materials consist of a low-plasticity clay (with a Pi of less than 20), the compaction should be performed at or near the optimum moisture content (-3 to +3 percent). If the exposed soils are expansive clays with a PI of 20 or more, then the compaction should be performed at or above the optimum moisture content (0 to +5 percent). The site may then be filled to grade using a suitable fill, free from deleterious matter and rock fragments larger than 4 - inches. Proofroiling and compaction of fills is not necessary in areas beneath suspended floor slabs. However, such fills should be nominally compacted and graded to drain from beneath the structure. Fill Construction All fill materials should be placed in 5- to 8-inch loose lifts and suitably compacted. Where general fill is placed outside the footprint of new structures, each fill lift should be compacted to at least 95 percent of the standard Proctor maximum dry density (ASTM D 698). The compaction moisture contents for general fill composed of iow-plasticity clays (Pl less than 20) or cohesionless soils should be near the optimum moisture content (-3 to +3 percent). The compaction moisture content for clays with a PI of 20 or more that are used as general fill e- should be at or above the optimum moisture content (optimum to +5 percent above optimum)_ Field density tests should be performed at a frequency of one test per each 5,000 square feet, per lift, for all compacted fills. For areas where hand tamping is required, the testing frequency should be increased to approximately one test per lift, per 100 linear feet of area. Special care must also be exercised in placement and compaction of backfill in excavations where structural elements, pavements, or other flatwork will be supported on backfill, as discussed above in the report section entitled "Backfill Settlements." Backfill beneath foundations or foundation elements that are not suspended should be considered on a case-by- -37- �GRO Report No. 0704-1188B • �.� case basis so that the possible need for special fill, such as a well-graded crushed stone, Plowable fill, or similar material extending to specified limits, can be evaluated. Beneath pavements or flatwork, backfill placed over buried pipes or similar confined areas should consist of select fill or on-site clays placed with special care in accordance with methods described in this section (and in other report sections) to help minimize the potential for post-construction settlements. Installation of Driven Pile Foundations In genera;, driven piles should be installed in accordance with guidelines included in TxDOT Item 404. However, it is recommended that the refusa; criterion for the piles be established on the basis of a pile load test, a wave-equation bearing graph, or a combination of these, rather than on the basis of a dynamic formula. The use of indicator piles at selected locations across the site is recommended to evaluate the driving conditions and to identify difficulties in reaching minimum pile tip elevations. These items should be discussed with the contractor during a pre- construction meeting. The installation of driven pile foundations should be observed by experienced geotechnical personnel during construction to help insure compliance with design assumptions including: 1) condition of the piles prior to installation, 2) condition of driving equipment before and during installation, 3) pile alignment, 4) compliance with driving criteria and minimum tip elevations, 5) pile heave checks, 6) pile installation records, and 7) related items. DESIGN REVIEW AND CONSTRUCTION MONITORING We recommend that Fugro Consultants be provided the opportunity to review the final design - drawings and specifications in order to evaluate if geotechnical-related recommendations in this report have been properly interpreted and implemented. Excavation, dewatering, and instrumentation submittals should be similarly reviewed. Wide variations in soil and rock conditions typically occur between the boring locations. Further, unanticipated variation in subsurface conditions may become evident during construction. During the excavation and foundation phases of the work, we recommend that a qualified geotechnical engineering firm be retained to provide construction observations and related services to: 1) observe compliance with the geotechnical design concepts, specifications, and -38- Report No. 0744-11888 recommendations, 2) install and/or review instrumentation associated with potential trench movements and dewatering, 3) observe subsurfare conditions during construction to verify that the subsurface conditions are as anticipated based on the test borings performed for this investigation. LIMITATIONS Since some variation was found in subsurface conditions at the specific boring locations for this study, all readers should be aware that a greater variation could occur between the boring locations. Statements in the report as to subsurface variations across the site are intended only as estimations from the data obtained at specific boring locations. Additionally, Fugro's scope of work does not include the investigation, detection, or recommendations related to the presence of any biological pollutants. The term "biological pollutants" includes, but is not limited to, mold, fungi, spores, bacteria, and viruses, and the byproducts of any such biological organisms. In preparation of this report, we have strived to perform our services in a manner consistent with that level of care and skill ordinarily exercised by other members of our profession currentiy practicing in the same locality under similar conditions. No other representation, express or implied, and no warranty or guarantee is included or intended in this report, any addendum report, opinion, document, or other instrument of service. The results, conclusions, and recommendations contained in this report are directed at, and intended to be within, the scope of work contained in the agreement executed by Fugro and client. This report is not intended for any other purposes. Fugro makes no claim or representation concerning any activity or condition falling outside the specified purposes to which this report is directed, said purposes being specifically limited to the scope of work as defined in our agreement. Inquiries as to our scope of work or concerning any activity or condition not specifically contained therein should be directed to Fugro for evaluation and, if necessary-, further investigation. -39- Report No, 0704-1188B REFERENCES 1. Bureau of Economic Geology, The University of Texas at Austin, Geologic Atlas of Texas, Dallas Sheet, 1972.. 2. International Building Code, 2000. 3. ACI Manual of Concrete Practice, Part 3, 2001, Section 4,3. 4. Palmer, J.F., Soil Resistivity Measurements and Analysis," Materials Performance, Vol. 13, January 1974. 5. Texas Department of Transportation (TXDOT), Standard Specifications for Construction of Highways, Streets and Bridges, 2004. 6. Standard specifications for Public works Construction, North Central Texas Council of Governments (NCT COG), latest edition. -40- -fij Bien � Repan Na. 0704-11888 i r r ILLUSTRATIONS Boring and laboratory data presented were developed solely for the preparation of this report. We are not responsible for interpretation or use of these data for purposes beyond the stated scope of this report. Subsurface conditions different than those found at our boring location may be present as a result of, among other factors, soil moisture variations, fill placement, and naturally s occurring variations in soil properties and elevation of the top of the rack. 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 StrecrAli as USNF,2045 FM �: rwvTouftNoir�t«�a � �; - v �- I��fr ` �' �EaglaAAopnfat + �C� « Av �' r a. crt PROJECT SITE r � 4 x EONSRD TB+.I�E BPtDGFAp - f � 1 _- �CrnFn 3 A�enpE - North GRo Eagle Mountain Lake Intake SITE VICINITY MAP Structure and Pump Station Tarrant County, Texas FUGRO CONSYLIAPI S [Fate: Scale: Map Source: Project Nm & r�'-rft a r&w 2$March p5 rvol to Scale E]eLorne Street Atlas 4704-1188 PLATE A Cfaft f i HbCfsHS e r ! 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PLATE K I ..� 1 114 H TRENCH EXCAVATION 1 WITH BRACING 1 � Pe H � I APPARENT EARTH I PRESSURE-SOFT TO MEDIUM STIFF CLAY 1 1 Pe= Ka(y H}Q) I Where: Ka=active earth pressure coefficient(assume Ka =4.65) Y =Unit weight of soil(assume Y = 125 pcf) I H=Trench depth,feet q surcharge loading,psf fa'RO Preliminary Design Illustration Earth Pressures, Excavation Retention Syste Eagle Mountain Pump Station Tarrant County, Texas FI�GR©DONSUL.TANTS Date: Drawn By: Project No.: PLATE L 314105 WR 0704-1188) LOG OF BORING NO, B- 1 EAGLE MOUNTAIN LAKE INTAKE STRUCTURE&PUMP STATION TARRANT COUNTY,TEXAS PROJECT NO.0704-1188 TYPE;INTERMITTENT SAMPLING LOCATION:SEE PLAN OF BORINGS LL a '�` '� o STRATUM DESCRIPTION LAYER a t+e Z x w jx a z : m a s a ELEV.) 1W z 5 1- y W O� z x a to W � a� �N rnX �y ti 22 ��� 0 LU DEPTH 0 IL a.�ix a N a ai z N C) SURF.ELEVATION:603.311 P 0.25 CLAY(CH), Brown and dark brown,with silt sand and 602-9 organics 0,5 CLAY(CL),Reddish brawn,with silt and fine-grained 21 29 14 15 sand P 1.0 599.8 20 CLAYEY SAND(5C)AND SANDY CLAY(CL), Dark 3.5 4 gray and gray,moist,with silt and clay,occasional clay 27 61 5 seams,fine grained A P 0.25 29 42 21 21 84 10 P 1.25 23 43 I 591.3 CLAY WITH SAMA(CL),Dark gray and gray,some 12.,0 .. silt,fine-grained sand 5 30 33 16 17 79 �. 15 T - Z0 A I I 580.8 o CLAY(CL), Brown,light brown and gray,some silt, 22.5 occasional sand P2A 17 32 4 1$1Sig 1.2 4 COMPLETION DEPTH:60.5 WATER LEVEL I SEEPAGE:2-5 KEY: DATE DRILLED: 12-29-04 UPON COMPLETION: 0.0(SEE NOTES) P=Pocket Penetrometer e Note:All depths are measured in feet. FUGRO CONSULTANTS LP PLATE 1 a LOG OF BORING NO. B- 1 EAGLE MOUNTAIN LAKE INTAKE STRUCTURE&PUMP STATION TARRANT COUNTY,TEXAS PROJECT NO.0704-11813 TYPE:INTERMITTENT SAMPLING LOCATION:SEE PLAN OF BORINGS xLAYER iz Q-0 24t ga�Fw 2uSTRATUM DESCRIPTION te -4 a n t7a F ; ELEV-1 w 5 w o 3� W a ui 5 20 aW m DEPTH p N a ° r SURF.ELEVATION:6173.31 CLAY(CL),Brown,light brown and gray,some silt, occasional sand 576.8 SILTY SAND{SMI,Brawn,some silt,little clay,fine 26.5 grained P 0.25 221 46 30 - 10 572.8 CLAY[CH],Dark gray and gray,some silt,some sand 34.5 570.3 CLAYEY SAND(SC),Brown,tight brown and gray, 33.4 Fine grained P 0-25 18 29 out 35 - 40 5 40 7 19 17 560.3 GRAVEL[GPy,Brown and light brown,with sand, little 43.0 Silt,fine to coarse grained sand 45 36 d - , w � a � w COMPLETION DEPTH:60.5 WATER LEVEL I SEEPAGE:2.5 KEY: DATE DRILLED:12-29-G4 UPON COMPLETION. 0.0(SEE NOTES) P=Pocket Penetrometer � o Note.All depths are measured in feet. FUGRO CONSULTANTS LF PLATE 1b �, LOG OF BORING NO. B- 1 EAGLE MOUNTAIN LAKE INTAKE STRUCTURE&PUMP STATION TARRANT COUNTY,TEXAS PROJECT NO.07044188 TYPE:INTERMITTENT SAMPLING LOCATION:SEE PIAN OF BORINGS U) Z :E a s 60 4 LU X ra O a1d v STRATUM DESCRIPTION LAYER w i��- �a 0 W 0- F ELEV,1 a F C �+g ren x y 0 w N W s 'mtj W DEPTH �o :3 '40 � �� .� o-zCL m a SURF.ELEVATION'6©3.31 _ as GRAVEL(GP),Brown and light brown,with sand,little Silt tine to coarse grained -Mo. 551.3 - IM SANDSTONE,Weathered,weakly cemented,light 524 ' brown,fine to very fine grained 548.8 SANDSTONE,Moderately hard,weakly cemented, 54.5 p 5011.5' light gray,fine to very fine grained 60 So/4' 542.8 _------ -- -_—__ __ -------___ 60,5 r 1 til l 65 Notes: 1,Artesian conditions increased with depth.Added additional wireline casing above ground.Water level stabilized at 5.6'above existing ground surface after 35 min.(3.5'after 15 min) 2. Hollow stem auger drifting between ground surface and 35'.Mud rotary drilling below 35'to total depth. 3.50°1 water circulation loss noted below 37'.75% water circulation loss noted below 43'. 70 90%water circulation loss noted below 52' R* 4-Boring grouted with cement grout,with 10% bentonite. 5.Installed stand pipe piezometer to 15'in auxiliary - borehole 6'from B-1,screened interval 14 t0 15'. 0 i7 i a m COMPLETION DEPTH:60.5 WATER LEVEL f SEEPAGE:2.5 KEY: *. DATE DRILLED.,12-29-04 UPON COMPLETION: 0.0(SEE NOTES) P=Pocket Penetrometer Note-Atl depths are measured in feet. �. FUGRG CONSULTANTS LP PLATE 1c LOG OF BORING NO. B- 2 dW EAGLE MOUNTAIN LAKE INTAKE STRUCTURE&PUMP STATION TARRANT COUNTY,TEXAS A PROJECT NO.0744-1188 TYPE:INTERMITTENT SAMPLING LOCATION:SEE PLAN OF BORINGS $ e o o k �. U. -+ (0 w t] LAYER a o. L)e �^ tui � xF' o a. STRATUM DESCRIPTION w z F. 2 a 0 y Na- zz c�LL 00 a 3 a ELEV_I r-w t= +�h y!q +- z z rn y�O� QF O $,� WN H� 0Wr- N emus DEPTH 30 �J �, 5o ag zy IL aa.. o SURF.ELEVATION:606.50 � � �� P 1.25 CLAYEY SAND(SC)AND SANDY CLAY(CL), Reddish Brown,fine-grained sand _ 16 29 13 16 r P 1.5 P 0.5 10 599.5 P0.5 SAND WITH CLAY(SP-SC)AND CLAYEY SAND 7.0 17 13 61! (SC),Brown and light brown,fine-grained sand dip 10 1 I 593.5 all CLAY(CH/CL),(lark Brown,brown,trace fine sand 13.0 15 3 I 7 AM 20 1 30 49 19 30Wo *+ 0 � . P t7 ro C {7 COMPLETION DEPTH:80,0 WATER LEVEL f SEEPAGE.7.4 KEY: $ DATE DRILLED:1-24-05 UPON COMPLETION: P=Pocket Penetrometer " Note:All depths are measured in feet. c� FUGRO CONSULTANTS LP PLATE 2a LOG OF BORING NO. B- 2 y EAGLE MOUNTAIN LAKE INTAKE STRUCTURE&PUMP STATION TARRANT COUNTY,TEXAS r PROJECT NO.4704-1188 TYPE:INTERMITTENT SAMPLING, LOCATION:SEE PLAN OF BORINGS tL o w ra w ' STRATUM DESCRIPTION LAYER a e es z a s z� a. v UJ z cv a t7 c7 m a ELEV.1 �w � Nr_" �-- x�u p� xxrw o ��„ Ym DEPTH z j o �a 7w t3F~ 0 + ' 0 SURF.ELEVATION:606.50 3: a CLAY(CH),Dark Brawn,brown, trace fine sand 28 51 21 30 98 30 0 27 48 21 27 r , I - 35 P 1.5 26 i 567.0 GRAVEL WITH SAND(GP),Gray,brawn,Eine to 39.5 40 P 0.5 medium-grained sand �. 555.5 P 0.5 1 CLAY WITH SAND AND SANDY CLAY(CH),Brown, 41.0 23 57 fine-grained sand I I I 45 2 N N 558.5 0 CLAYEY SAND(SC)AND SANDY CLAY(CL),Light 48.0 brawn,with some gravel,fine-grained sand � I c� COMPLETION DEPTH;80.0 WATER LEVEL 1 SEEPAGE:7.4 KEY: DATE DRILLED: 1-24-05 UPON COMPLETION: P=Pocket Penetrometer Note:All depths are measured In feet. FUGRO CONSULTANTS LP PLATE 2b LOG OF BORING NO. B- Z EAGLE MOUNTAIN LAKE INTAKE STRUCTURE&PUMP STATION TARRANT COUNTY,TEXAS PROJECT NO.0704-1188 TYPE:INTERMITTENT SAMPLING LOCATION:SEE PLAN OF BORINGS vPa LAYER WX 0 STRATUM DESCRIPTION O F at t z " a ELEVJ �w a rn ua s '2cxiku '�uz o° c�?Yw mDEPTH 1 v xQ1a � a— a w SURF_ELEVATION: n � � .. e CLAYEY SAND(SC)AND SANDY CLAY(CL),Light 19 32 brawn,with some gravel,fine-grained sand 552.0 55 SAND MTN GRAVEL AND CLAY(SW-SC), Light 54.5 32 gray,light brown,40%gravel, well-graded 9 10 547.5 SANDSTONE, Moderately hard,weakly cemented, 59.0 , . 60 light brown,line to very fine grained 5014.5^ Rec.37% i 1 65 5012.75" Rec.811A 21 5 70 5012.25' "� ReQ 11 F a c� 0 w 'a c� m T COMPLETION DEPTH:80.0 WATER LEVEL!SEEPAGE:7.0 KEY: 3 DATE DRILLED:1-24-05 UPON COMPLETION: P=Pocket Penetrometer ^s 0 Note:All depths are measured in feet. W FUGRO CONSULTANTS LP PLATE Zc LOG OF BORING NO. B- 2 EAGLE MOUNTAIN LAKE INTAKE STRUCTURE&PUMP STATION TARRANT COUNTY,TEXAS PROJECT NO.0704-11 SB TYPE INTERMITTENT SAMPLING LOCATION:SEE PLAN OF BORINGS Z UUjc U. m v STRATUM DESCRIPTION LAYER cc o f U— a s LL #27 ELEV-1 >= P: H Yew DEPTH 3:z 0 z cL7-i ui® ZT UFS jN a SURF.ELEVATION:606.50 sats~ SANDSTONE,Moderately hard,weakly cemented, light brown,fine to very fine grained 5x1.5' 526.5 80 4 --- -------------- ---- - 80.0 <r Notes: t.Hollow stem augers advanced to 60 feet.Continuous tube sampler used between 60 and 75 feet_Mud rotary drilling between 75 and 80 feet. 2.Boring grouted to surface with cementfbentonite 65 grout.Bentonite chips in upper 3 ft. 3.Auxiliary boring drilled 5'north of B-2. 90 --T I l - 95 - rn r I. m m COMPLETION DEPTH:80.0 WATER LEVEL!SEEPAGE:7.0 KEY: �s DATE DRILLED:'1-24-05 UPON COMPLETION: P=rocket Penetrometer -1 Note:All depths are measured in feet. 16 FUGRO CONSULTANTS LP PLATE 2d LOG OF BORING NO.. B-2A EAGLE MOUNTAIN LAKE INTAKE STRUCTURE&PUMP STATION TARRANT COUNTY,TEXAS PROJECT NO.0704-1188 TYPE:INTERMITTENT SAMPLING LOCATION:SEE PLAN OF BORINGS A ti a LL "' a LAYER e ��I z� �a ~ o i a. STRATUM DESCRIPTION a E5 a "f ca a ti ELEV.1 d�u at 4~ z�a oF= izr"n rm DEPTH �Q �� iLl�a aQ Dw a � ar U 0.x a€', 3 ��' a SURF.ELEVATIOM P235 SANDY CLAY(CL),Reddish Brown,fine grained sand S CLAY(CHL Brown 2.0 SAND(SP), Light Brown,with trace clay,fine grained sand 2'.6 5 P 1,5 CLAYEY"SAND(SC)and SANDY CLAY(CL),Brown, 5.5 light brown,fine granined sand P 0.5 I 14 P Z 15 P 1-0 CLAY(CL),Dark Brown,trace fine sand 1t3.0 I 1 38 43 20 231 83 I 20 w r Y.5 5 89 no 25 P 3.0 a CLAY and CLAY WITH SAND(CL),Dark Brown,fine 26.0 grained sand - o 0 COMPLETION DEPTH.53,5 WATER LEVEL 1 SEEPAGE:7.4 KEY; $ DATE DRILLED:2-16-05 UPON COMPLETION: P=Packet Penetrometer Note:All depths are measured in feel. FUGRO CONSULTANTS LP PLATE 2Aa PP LUG OF BORING NO. R-2A EAGLE MOUNTAIN LAKE INTAKE STRUCTURE&PUMP STATION TARRANT COUNTY,TEXAS PROJECT NO.0704-1188 TYPE:INTERMITTENT SAMPLING LOCATION:SEE PIAN OF BORINGS 4 ,e U_ J w�'a LAYER �r o� La= xe4 as o a �,u STRATUM DESCRIPTION w a i= �?a tai' o ,� w x m p, ELEV./ �w � w } — xw sxv) a > W o� Q a �x mrA x �Dly w� We �mw ' DEPTH $a u � Sa V)C' U 0 0: C i a� 0.N } D� SURF,ELEVATION: P 1.75 CLAY and CLAY WITH SAND(CL),Dark Brown,tine 27 38 18 20 96 grained sand 3 77 85 P r s e I SANDY CLAY and CLAY WITH SAND(CLQ,Brown, 38.0 dark brown 40 P 0,5 r - - 2 76 SAND(SP), Light Brown,Fine to mediurn grained 43.0 45 — P 0.5 r 50 zs SAND WITH CLAY AND GRAVEL(SP-SC),Brown, 52.5 —— _fine to medium grained—_—__r r 53.5 55 Hollow stem auger drilling between ground surface and 10 feet. Mud rotary drilling below 10 feet to total depth. Baring grounted with cement granL 0 W a COMPLETION DEPTH:53.5 WATER LEVEL 1 SEEPAGE:7.4 KEY: DATE GRILLED:2-16-05 UPON COMPLETION: P=Pocket Penetrometer v Note:All depths are measured in feet. FUGRO CONSULTANTS LP PLATE 2Ab LOG OF BORING NO. B- 3 EAGLE MOUNTAIN LAKE INTAKE STRUCTURE&PUMP STATION TARRANT COUNTY,TEXAS PROJECT NO.0704-1188 TYPE:INTERMITTENT SAMPLING LOCATION:SEE PLAN OF BORINGS g n L6 i a LAYER U s - o it F .� i m a a STRATUM DESCRIPTION = o r° ra a ,�c� W ELEV.1 rw a� U) � xw �� zww Q DEPTH Via ' nZ 4� a Cog jw ��w IL SURF.ELEVATION:612.08 CL B CLAYEY SAND(SC), Reddish Brown,possible IIII, fine-grained sand 5 10 39 � 2 605.1 8 SANDY CLAY(CL)AND CLAYEY SAND(SC), 70 37 Reddish Brown,brown,fine-grained sand 10 7 63 598.1 CLAY WITH SAND(CL),Dark Brown,fine grained 14.0 sand 15 8 231 43 18 25 5'94.1 CLAY(CL), Brown,(race fine sand 18.0 i � s 20 ,$ 20 46 17 29 ET INoteCOMPLETION DEPTH 90.0 WATER LEVEL/SEEPAGE.7.0 KEY: DATE DRILLED:1-9-05 UPON COMPLETION: 0.0(SEE NOTES) P=Pocket Penetrometer +� w :All depths are measured in feet: FUGRO CONSULTANTS LP PLATE 3a LOG OF BORING NO. B- 3 EAGLE MOUNTAIN LAKE INTAKE STRUCTURE&PUMP STATION TARRANT COUNTY,TEXAS PROJECT NO.0704-1188 TYPE:INTERMITTENT SAMPLING LOCATION:SEE PLAN OF BORINGS PM a o LL ow o w w STRATUM DESCRIPTION LAYER �'� p;� cs = ua IL 3f Maha ELEV.1 Z. C, ¢mo w p z w� Q w h y5DEPTH DEPTH o =i �o ye �w � - a SURF.ELEVATION:612.08 a >> CLAY(CLI,Brown,trace fine sand 583.1 CLAY WITH SAND(CL)AND SANDY CLAY(CL), 29.0 30 Brown,reddish brown,grayish brown,fine grained 3 sand 55 a 35 8 19 28 14 14 7 1 7 1• 40 Wo I 45 2 564.1 CLAYEY SAND(SC),Brown,fine grained sand 48.0 COMPLETION DEPTH:90.0 WATER LEVEL 1 SEEPAGE:7.0 KEY: P'• $ DATE DRILLED:1-9-05 UPON COMPLETION: 0.4(SEE NOTES) P=Pocket Penetrometer Note:All depths are measured in feet- w C7 �' FUGRO CONSULTANTS LP PLATE 3h LOG OF BORING NO. B- 3 EAGLE MOUNTAIN LAKE INTAKE STRUCTURE&PUMP STATION TARRANT COUNTY,TEXAS MV PROJECT NO.0744-1188 " TYPE=INTERMITTENT SAMPLING LOCATION.SEE PLAN OF BORINGS ae aE o U w x w o -, W d STRATUM DESCRIPTION LAYER z �a rs a 0 i a w , 3 m ELEV.1 --w' 5 r= y t v-~ z su 2 Z rll a o $� Cts '¢� wx 3Ly Ftl ZZO LU W to wmw QEPTH o �.� a� a© Dw zm rc u _ a V4 r, a SURF.ELEVATION:512.08 2 CLAYEY SAND{SC),Brown,fine grained sand 29 •R .o. 558.1 a SAND WITH CLAY(SP),Grayish brown,fine grained 54.0 55 sand 554.1 SANDY CLAY(CH),Gray,fine grained sand 58.0 - 60 2 68 551.9 � CLAYEY SAND WITH GRAVEL(SC',Gray,fine 61.0 grained sand rt 548.5 SANDSTONE,Light Gray,very weakly cemented 63.5 layers,fine-grained,weathered 65 5M• 546.1 SANDSTONE,Light Brawn,light gray,weakly 56.8 ws cemented Rei,.50% 70 s0rzsa �' Q Rec.0% 0 I � d to ai m - COMPLETION DEPTH:90.0 WATER LEVEL I SEEPAGE:7.0 KEY_ DATE DRILLED: 1-9-05 UPON COMPLETION: 0.0{SEE NOTES) P=Pocket Penetrometer —' Note:All depths are measured in feet- FUGRO CONSULTANTS LP PLATE 3c On LOG OF BORING NO, B- 3 EAGLE MOUNTAIN LAKE INTAKE STRUCTURE&PUMP STATION TARRANT COUNTY,TEXAS PROJECT NO.0704-1188 TYPE:INTERMITTENT SAMPLING LOCATION:SEE PLAN OF BORINGS I e Oe a A a STRATUM DESCRIPTION LAYER F to. Z us �a �ti r ELEV.I W,Z, 5~ �� r-~ zw 4= X U) (n QEPTIi o tu d o S m _ f SURF.ELEVATION:612.08 a iv 5012.75^ SANDSTONE,Light Brown,light gray,weakly cemented Rec 621% 80 . i Rea ea ,y I 85 5012.25" i Ree. 60i gD -- - 522.1 -- --- - --- ----- ----------- 90.0 Notes: 1. Hallow stem augers used to 66'.Continuous sampler used between 66'and 90'. 2.Piezometer installed in borehole.Baring caved in below 63'.Piezometer screen set between depths of 95 60 and 50 ft.Sand placed between depths of 63'and 47'.Bentonite pellets placed between depths of 47 and 43 ft.Bentonite chips placed between depths of 43 ft. and 1 Foot.Concrete placed between depth of 1 foot 00 and ground surface.Upright well cover with pad u ` installed at surface. I a COMPLETION DEPTH:90.0 WATER LEVEL I SEEPAGE:7.0 KEY- [?ATE DRILLED:1-9-05 UPON COMPLETION; 0.0 SEE NOTES] P=Packet Penetrometer Note;All depths are measured in feet. FUGRO CONSULTANTS LP PLATE 3d MR LOG OF BORING NO. B-4 EAGLE MOUNTAIN LAKE INTAKE STRUCTURE&PUMP STATION TARRANT COUNTY,TEXAS or PROJECT NO.0704-1188 TYPE:INTERMITTENT SAMPLING LOCATION:SEE PLAN OF BORINGS LL Q W STRATUM DESCRIPTION LAYER w r c w ae G z 0 w U.0 LL F a ELEV.I d �~ m PZ P; 2 �= ZZ, uai Y m� DEPTH o a I o ''"03 0 :3 W r Uj 2.z a SURF.ELEVATION:609.98 6 CLAYEY SAND(SC)1 SAND W"CLAY(SP-SC), Reddish Brown, light brown,fine grained sand a 9 39 5 3 r I 3 27 601.0 1 CLAYEY SAND(SC),Brown,dark grayish brown,fine 9.0 i0 grained sand a 598.0 CLAY WITH SAND(CHICL)AND SANDY CLAY(CL), 110 Dark Brown,fine grained sand 15 2 28 50 20 30 57 1. 591.0 CLAY(CH), Brown,trace fine sand 19.0 20 � `1 585.0 COMPLETION DEPTH:85.0 WATER LEVEL 1 SEEPAGE:7.0 KEY: •• HATE DRILLED:1-26-05 UPON COMPLETION; 0,0(SEE NOTES) P=Packet Penetrometer Note:All depths are measured in feet. Pi FUGRO CONSULTANTS LP PLATE 4a LOG OF BORING NO. B- 4 EAGLE MOUNTAIN LAKE INTAKE STRUCTURE&PUMP STATION TARRANT COUNTY,TEXAS PROJECT N0.0744-1188 TYPE:INTERMITTENT SAMPLING LOCATION:SEE PLAN OF BORINGS aE � I p;x 7v ww°z -� "' W LAYER e - K 0 v STRATUM DESCRIPTION �i �" r� u a �w o U- U- i as � � ELEV./ dist 5r' rn� � x�u F= zwh IL u�im� DEPTH ��z x2 U�r a u 0 az 'L r �U' a SURF.ELEVATION:609.98 s CLAY(CL),Brown,trace fine sand 21 35 15 20 30 13 0 r 35 a 19 572.0 CLAY WITH SAND(CL),Brown,fine grained sand 38.0 r� 40 0 1 $4 567.0 CLAYEY SAND(SC),Brown,fine grained sand 43.0 i 4$ 2 39 r� 2 w d 562.0 CLAYEY SAND(SC),Brown,grayish brown,fine 49.0 0 grained sand a m COMPLETION DEPTH:85,0 WATER LEVEL 1 SEEPAGE:7.0 KEY: - DATE DRILLED:1-26-05 UPON COMPLETION: 0,0(SEE NOTES) P=Pod t F41aftm Or Note:All el Aths-are nr 6SjUred-n feet. • FUGRO CONSULTANTS LP -PLATE 4b LOG OF BORING No. B- 4 out EAGLE MOUNTAIN LAKE INTAKE STRUCTURE&PUMP STATION TARRANT COUNTY,TENS PROJECT NO.0704-1188 TYPE:INTERMITTENT SAMPLING LOCATION: SEE PLAN OF BORINGS ;e a -e 6.41 w a u"ri rxa?ci LAYER rr� ❑ae �� �� z� �� yX ❑ a a ❑ STRATUM DESCRIPTION w z i= <?a c7 ❑ U-a w H r G[ FLEVI U,w 7� �� T. xsrn CL w oti dv r7 4 v�K �2 a tIx Yi f7r=PTH o :� a�+ 0 4 e z��! i r. ti a2 dM ' 3 +"1 a SURF.ELEVATION:609.98 1 CLAYEY SAND(SC),Brown,grayish brown,fine 36 grained sand 557.0 SAND(SP),Gray,brown,fine to medium grained. 53.0 �+ trace clay 55 2® } 552.0 SAND(SP)and GRAVEL(GP),Light Brown,medium 56.0 to coarse grained sand OR � I 60 31 546.0 SANDSTONE,Light Gray,weakly cemented 64.0 - 65 5414.0" ' I 7t} 507 � F 0 c� a m COMPLETION DEPTH:85.0 WATER LEVEL I SEEPAGE:7.0 KEY: DATE DRILLED:1-26-05 UPON COMPLETION: 0.0(SEE NATES) P=Pocket Penetrometer Note:AN depths are measured in feet. FUGRO CONSULTANTS LP PLATE 4c LOG OF BORING NO. B- 4 EAGLE MOUNTAIN LAKE INTAKE STRUCTURE&PUMP STATION TARRANT COUNTY,TEXAS PROJECT NO.07114-1188 TYPE:INTERMITTENT SAMPLING LOCATION:SEE PLAN OF BORINGS !� U. y x r LAYER -a c�;e a z �`a z I-- C) "' w STRATUM DESCRIPTION w v`a ! "' (3 U. aF y�jc Q 5 gx rain ~_ bwf o x`m w DEPTH o a:ip y fL o z z a SURF.ELEVATION:609.98 a 54112.25' SANDSTONE.Light Gray,weakly cemented 80 Son" I w. 5[1n.75^ 525.0 85.0 Notes: ^� 1.Mud rotary used to depth of 56 ft. Hallow stem augers advanced to 65 ft.Mud rotary drilling resumed at 65 ft., down to 85 ft.Boring grouted to surface with r„ cement/bentonite grout. 90 2.Piezometer installed in auxiliary borehole 10'east of 84.Screen set between depths of 15 and 10'.Sand placed between depths of 15 and 7'. Bentonite pellets placed between depths of 7 and 5'.Bentonite chips places between depths of 5'and 1 foot.Concrete placed between depth of 1'and ground surface,with upright well cover with pad installed at surface. I 95 _G M O S'1 Ll •� i5 a m COMPLETION DEPTH:85.0 WATER LEVEL I SEEPAGE:7.0 KEY: DATE DRILLED:1-26-05 UPON COMPLETION: 0.0(SEE NOTES) P=Pocket Penetrometer o Note.All depths are measured in feet. w FUGRO CONSULTANTS LP PLATE 4d LOG OF BORING NO. B- 5 EAGLE MOUNTAIN LAKE INTAKE STRUCTURE&PUMP STATION TARRANT COUNTY,TEXAS PROJECT NO.0704-1188 TYPE:INTERMITTENT SAMPLING LOCATION:SEE PLAN OF BORINGS U. -� LAYER _ 2.4 �� Z }a z o a p STRATUM DESCRIPTION w r � + d �-3� ELEV-1 F W �F H F }. z ❑F- x. a M om ¢F- -t <R mK ern ZT p i- w�s N H ym� DEPTH �_► aJ gp rqo � a SURF.ELEVATION:611.50 n P 4.5 FILL,Clay(CL),Brown,light brown,light gray,with 14 fine sand,trace gravel - P4.5+ 14 27 13 14 606.5 5 P4-5* CLAYEY SAND(SC)AND CLAY(CL),Light Brown, 5.0 12 light gray,with fine sand,occasional sand seams - (possible fill) P 2,25 g 31 602.5 CLAYEY SAND(SC),Light gray to gray,fine grained 9.0 10 a sand 13 31 598.5 CLAY(CL), Light brown,occasional sand seams, 13.0 trace fine sand 15 1 33 25 16 9 *�! - 20 t 590.5 E CLAY(CH), Light grayish brown,some silt,trace fine 21.0 sand 588.5 CLAY(CL), Light grayish brown,occasional fine sand 23.0 and clay seams 25 t 33 37 17 20 r I a 0. 09 W COMPLETION DEPTH:75.0 WATER LEVEL 1 SEEPAGE:8.0 KEY: DATE DRILLED: 1-5-05 UPON COMPLETION: 0.0 P=Pocket Penetrometer W Note:All depths are measured in feet. FUGRO CONSULTANTS LP PLATE 5a LOG OF BORING NO. B- 5 EAGLE MOUNTAIN LAKE INTAKE STRUCTURE&PUMP STATION TARRANT COUNTY,TEXAS f" PROJECT NO,0704-118$ TYPE.INTERMITTENT SAMPLING LOCATION:SEE PLAN OF BORINGS F e e a Cag ry ws " o a STRATUM DESCRIPTION LAYER �a 0 yf a x N m a ELEV./ in !~ H t-" x o z y ru of �� wua; � pW �, DEPTH =+.J as �a dg, =W zw I SURF.ELEVATIOM 611.50 U x a r 5 11 CLAY(CL), Light grayish brown,occasional fine sand and clay seams 577.5 SAND WITH GRAVEL AND CLAY(SW-SC),Light 34.0 35 brown,fine to coarse sand,well graded,max.particle size of 1.5 inch,occasional clay seam,trace organics 10 12 40 38 i 567 5 SAND WITH CLAY(SP-SC),tight grayish brown, 44.0 4$ fine-grained sand 24 24 15 9 11 k 56151 SAND(SP),Brawn,light brown,with gravel,clay 48.0 seams 50 4 I 55 12 s? - m w 0 COMPLETION DEPTH:75.0 WATER LEVEL!SEEPAGE:8.0 KEY: DATE DRILLED:1-5-05 UPON COMPLETION: 0.0 P=Pocket Penetrometer o Note:All depths are measured in feet FUGRO CONSULTANTS LP PLATE 5b LOG OF BORING NO. B- 5 EAGLE MOUNTAIN LAKE INTAKE STRUCTURE A PUMP STATION TARRANT COUNTY,TEXAS .. PROJECT NO.0704-1188 FLU MITTENT SAMPLING LOCATION:SEE PLAN OF BORINGS U. CO x LAYER e U i" a •• � �' STRATUM DESCRIPTION r g' c� I-- F-- � � ELEV.1 �w �� a sw orwa- ¢� _ a� rn� r`nvi i� C)W be L5 I]EF'TFf �� a 5 50 Qg aw T~ p W V a x a n :3 �. c� SURF.ELEVATION_611.50 5013' SANDSTONE,Moderately hard,weakly cemented, 60.5 light brown,fine to very fine grained .. Ree.25 65 5014" ~' Rea 78 +� i - 70 50f3.5" Rec.77% 75 — _5015' _---------------—————-----— 536.5 75,0 Notes: 1. Hollow stem augers used to 60.5'.Continuous tube sampler used between 60.5 and 75'. 2.Boring grouted to surface with bentonite grout. 80 Bentonite chips placed in topmost foot. 85 o m d w .t i7 ai m COMPLETION DEPTH:755.0 WATER LEVEL 1 SEEPAGE:8.0 KEY: $ DATE DRILLED:1-5-05 [UPON COMPLETION: 0,0 I P=Pocket Penetrometer Note:All depths are measured in feet_ FUGRO CONSULTANTS LP PLATE 5c LOG OF BORING NO, B- 6 EAGLE MOUNTAIN LAKE INTAKE STRUCTURE&PUMP STATION TARRANT COUNTY,TEXAS PROJECT NO.0704-1188 TYPE:INTERMITTENT SAMPLING LOCATION:SEE PLAN OF BORINGS Qa a o U. w�,o LAYER kr� a; �-a qui a x� o a— STRATUM DESCRIPTION z ca F ca CL E � � ELEv.I a ¢� F x �� 0 W F w a Y ai DEPTH $z -' a d v+o M w z R h V w U �_ a 3 to a SURF.ELEVATION:848.10 Water(Lake Boring) � I 10 r 15 r A 20 p 4 r a t7 COMPLETION DEPTH:103.5 WATER LEVEL f SEEPAGE:(SEE NOTES) KEY: OFF DATE DRILLED: 1-20-05 UPON COMPLETION: (SEE NOTES) P=Packet Penetrometer C Note:A0 depths are measured in Feet.. FUGRO CONSULTANTS LP PLATE 6a LOG OF BORING NO. B- 6 EAGLE MOUNTAIN LAKE INTAKE STRUCTURE&PUMP STATION TARRANT COUNTY,TEXAS PROJECT NO.0704-1188 TYPE:INTERMITTENT SAMPLING LOCATION.SEE PLAN OF BORINGS � w ��"o LAYER �� me vae = ZL SEL v -� a-a a STRATUM DESCRIPTION w x U a 0� LL 0,L F m a 3x ELEV./ ►-w 'r` mti r - xw *' zzrn Orw 4N Cr Qg r/IKa o aowOAwDEPTH 3:z + p Z F .� a SURF.ELEVATION;848.10 Water(Lake Boring) 30 T 35 1 40 607.1 t SAND WITH CLAY(SP),Gray and dark gray,little slit, 41.0 14 trace clay and sandstone fragments,very fine-fine gravel r t 45 14 1 1N i 27 22 13 9 0 800.1 CLAY(CH), Dario gray,some silt,trace fine sand 48,0 v 599.1 4 occasional very CLAYEY SAND(SC), Light gray,very fine-grained, 49.0 � - thin clayey seams F COMPLETION DEATH:103.5 WATER LEVEL I SEEPAGE:(SEE NOTES) KEY: a DATE DRILLED: 1-20-05 UPON COMPLETION: (SEE!VOTES) P=Pocket Penetrometer W Nate;All depths are measured in feet. v FUGRO CONSULTANTS LP PLATE 6b �` LOG OF BORING NO. g_ 6 EAGLE MOUNTAIN LAKE INTAKE STRUCTURE&PUMP STATION TARRANT COUNTY,TEXAS PROJECT NO.0704-1188 TYPE:INTERMITTENT SAMPLING LOCATION:SEE PLAN OF BORINGS Yt U W x wLU a o STRATUM DESCRIPTION LAYER 4 a u a ; 0, IL ELEV,1 r-ua au z m a W Q� a� [�� ag H wy �� 0Wr h Ym� pEPTH � J: azi �¢� ho U- 0 q( U QZ_ a.N jam► a. SURF.ELEVATION:648.10 CLAYEY SAND(SC), Light gray,very fine-grained, 22 17 occasional very thin clayey seams 5ssA sow SANDSTONE,Medium hard,light gray,very weakly- 52.0' weakly cemented, fine sand,fine gravel,some silt 20 7 155 +1 saa RCI 18 113 ' 2.0 60 55s-es.s 85175 i 11 128 3.4 584.6 SANDSTONE,Medium hard to very hard,light gray, 63.5 well to very well cemented,very fine gravel,with 65 _ occasional weakly cemented seams RC2 _- 53.5 941% RCs 17 115 8.3 70 58.5 73.5 576.9 SANDSTONE,Medium hard,brown,very weakly to 71.2 weakly cemented,with occasional moderately well to well-cemented seams o ca a LU 4 COMPLETION DEPTH: 103.5 WATER LEVEL f SEEPAGE:(SEE NOTES) KEY: DATE DRILLED.1-20-05 UPON COMPLETION: (SEE MOTES) P=Pocket Penetrometer � Nate:All depths are measured in feet. FUGRO CONSULTANTS LP PLATE 6c LOG OF BORING NO. B- 6 EAGLE MOUNTAIN LAKE INTAKE STRUCTURE S PUMP STATION TARRANT COUNTY,TEXAS PROJECT NO.0704-1188 TYPE:INTERMITTENT SAMPLING LOCATION:SEE PLAN OF BORINGS m ae ©ae ., UjLAYE �'' � e � a x v " a. STRATUM DESCRIPTION n. a w 0 LL ELEV./ � ZZ, o < jeFa DEPTH 30 z3 a& p �o z� c'Ir U �o z� a a SURF.ELEVATION:648.10 � a x a,, � � SANDSTONE,Medium hard,brown,very weakly to 73.5-7e.6weakly cemented,with occasional moderately well to well-cemented seams 6318 588.8 11 12$ 7.1 SANDSTONE, Hard, light gray and light greenish 79.3 80 gray,argillaceous,well to very well cemented,very fine grained RCS 7a.s-83-5 1001% 11 129 29.5 � I 12 123 21.7 85 RCs 13 122 5.4 83,5-885 S5l78 Rel 11 127 30.7 7401100 Becomes coarser grained and calcareous between 91.8 11 127 35.3 and 92.2 ft. 111 128 40.0 •s RC8 95 53,5.98,5 gpp5 11 127 17.9 A 1 inch very argillaceous seam at 96 ft;generally more argillaceous below 96.5 ft_ r 4 p w 548.5 c� m us m COMPLETION DEPTH:103.5 WATER LEVEL 1 SEEPAGE:(SEE NOTES) KEY: DATE DRILLED.1-20-05 UPON COMPLETION: (SEE NOTES) P=Pocket Penetrometer w Note:All depths are measured in feet. FUGRO CONSULTANTS LP PLATE 6d LOG OF BORING NO. B- 6 ! EAGLE MOUNTAIN LAKE'INTAKE STRUCTURE&PUMP STATION TARRANT COUNTY,TEXAS PROJECT NO.0704-1188 TYPE:INTERMITTENT SAMPLING LOCATION_SEE FLAN OF BORINGS =� k in U. o W a STRATUM DESCRIPTION LAYER w i ry m a � 3� ELEV.1 Pw �� roti i .- z�j �� a+�n w x m 6 DEPTH ~ °4"'�` rn �L5 o w ow- 11 �_ a� 3a aN w z0 rfi p rr 0 a s 0. � 7`� a SURF.ELEVATION:648.10 _ RC9 SHALE,Dark Gray,argillaceous 12 125 2.7 87J47 - 546.1 SANDSTONE, Light Brown,moderately cemented, 102.0 fine grained 545.1 SHALE,Dark Gra —`————— ———— 103A iSANDSTONE�Lht Brown _ 544.7 103.4 -105- 175 544,6 103.5 Nates: 1_Drilled from barge;set casing through water. 2.Mudline measurements made with weighted tape and is approximate surface of sofUloose materials. 3.Mud rotary drilling used,rock core with triple barrel core(HQ size)below 58.5'. 4.Boring grouted to mudline with cement grout after 114 completion- 121- 0 ompletion_120a W ca W COMPLETION DEPTH: 103.5 WATER LEVEL!SEEPAGE:(SEE NOTES) KE Packet Penetrometer M 'DATE DRILLED:1-20-15 UPON COMPLETION: (SEE NOTES) Note:All depths are measured in feet. c� �` FUGRO CONSULTANTS LP" PLATE fie LOG OF BORING NO. B- l EAGLE MOUNTAIN LAKE INTAKE STRUCTURE &PUMP STATION TARRANT COUNTY,TEXAS PROJECT NO.07G4-1188 TYPE:INTERMITTENT SAMPLING LOCATION:SEE PLAN OF BORINGS U- -j �+ z LAYER e v a i� }d z~ s a v STRATUM DESCRIPTION w z ©a a ra U- 00 n u. oc ELEV.! Qtu atu ~ z ac o yq�� DEPTH J g � N �Uj z a SURF.ELEVATION:548.10 Water(Lake Baring) 5 1 10 71 - 15 rr 20 rr - 25 m r s7 4 t�7 cry r COMPLETION DEPTH: 103.5 WA'T'ER LEVEL I SEEPAGE:(SEE NOTES) KEY: DATE DRILLED:1-21-05 UPON COMPLETION: (SEE NOTES) P=Packet Penetrometer w Nate:All depths are measured in feet. FUGR© CONSULTANTS LP PLATE 7a LOG OF BORING NO. B- 7 EAGLE MOUNTAIN LAKE INTAKE STRUCTURE&PUMP STATION TARRANT COUNTY,TEXAS PROJECT NO.0704-1168 TYPE:INTERMITTENT SAMPLING LOCATION.SEE PLAN OF BORINGS 9 o w m*`o+ STRATUM DESCRIPTION LAYER x rz n; u a' z a z x m a a ;S > tEV.1 acu a� I.- z ®r_ iZ'w IL ro- dF- ag la r r� ©uf� o w Gn 0�w DEPTH a =+� a� ga ¢c cru Zinn ax 3 a SURF.ELEVATION:648.1D Water(Lake Boring) r• i 35 - 40 5 40 644.1 SAND WITH CLAY(SP-SC), Dark Gray,fine grained 44.0 45 sand x 10 596.f 5W6" SANDSTONE, Light Brown,very fine-grained,with 52.0 sandstone fragments,weathered R01 593.1 55 SANDSTONE,Medium hard, light gray,light brown, 55.4 73115 medium to fine grained,very weakly cemented seams, becomes more cemenEed with depth a t4 COMPLETION DEPTH:143.5 WATER LEVEL!SEEPAGE:(SEE NOTES) KEY: DATE DRILLED:1-21-05 UPON COMPLETION: {SEE NOTES) P=Pocket Penetrometer Note:All depths are measured in feet. FUGRO CONSULTANTS LP PLATE 7h LOG OF BORING NO. B- 7 EAGLE MOUNTAIN LAKE INTAKE STRUCTURE&PUMP STATION TARRANT COUNTY,TEXAS y. PROJECT NO,0704-1188 TYPE:INTERMITTENT SAMPLING LOCATION:SEE PLAN OF BORINGS a e v 4 u- ca � 0 LAYER STRATUM DESCRIPTION w z a qe F U a a w F 0 T IL wow ELEV.f a� a H 0 UJ a H U0°m DEPTH 30 �J 4J -4o 4n �® xy ax ao SURF.ELEVATION.,648.10 v — ane RC2 SANDSTONE,Medium hard,light gray,light brown, 5"3-5' medium to fine grained,very weakly cemented seams, oro becomes more cemented with depth 5015" tis RC3 64-688 61/32 �+ RC4 706$,543.5 22112 12 122 4.7 75 RC5 73.5-78. 410 =3.5" 588.5 5AN05TONE,Hard to very hard,greenish gray and 79.2 80 RCS light brown,sandy,thin silt and shale seams 79-83.5' 99!60 10 132 47,3 563.6 85 SANDSTONE, Medium hard,greenish gray, 84.5 moderately well cemented,argillaceous 10 430 33.4 TRC7 ..t � s3.5 8e. 78174 11 126 8.3 p Near vertical joint at 89.8 to 90.7 4t OWD COMPLETION DEPTH:103.5 WATER LEVEL f SEEPAGE:{SEE NOTES) KEY: !SATE DRILLED: 1-21-05 UPON COMPLETION: {SEE NOTES} P=Pocket Penetrometer a Note:All depths are measured in feet. W c� FUGRO CONSULTANTS LP PLATE 7c oft LOG OF BORING NO. B- 7 EAGLE MOUNTAIN LAKE INTAKE STRUCTURE&PUMP STATION TARRANT COUNTY,TEXAS PROJECT NO.0704-1188 TYPE:INTERMITTENT SAMPLING LOCATION:SEE PLAN OF BORINGS !3 U. a H LAYER Wj— o� �ze x' a Z- 0 w °a STRATUM DESCRIPTION w z `a '�' a �s7 w F ELEV.1 d tu y N r. x w ► x Z Z CO CL 0 ��� DEPTH �� g J z g Z a SURF.ELEVATION:548.10 RC8 SANDSTONE, Medium hard,greenish gray, 08.5-93.5 moderately well cemented,argillaceous 82/52 10 130 54.0 10 132 38.5 95 RC9 93. 88.5 sans 549.01 SHALE,Medium hard,dark gray,with thin,very fine 99.1 -100 - grained,light brown sandstone seams RC14 �55-103ff 13 122 6.1 80152 544.6 - -—— —_———————-—---————— ————-——— 103.E 105 Notes_ 1.Drilled from barge;set casing through water. 2.Mudline measurements made with weighted tape and is approximate surface of sof loose materials. 3. Mud rotary drilling used with triple barrel core(HQ size)to collect rock core samples below 53.5 fir 4.Baring grouted to mudhne with cement grout. 110 I I LDATE s N DEPTH:103.5WATER LEVEL!SEEPAGE:(SEE NOTES) KEY: 06 ED: 1-21-05 UPON COMPLETION: (SEE NOTES) P r Pocket Penetrometer Note:All depths are measured in feet. FUGRO CONSULTANTS LP PLATE 7d TERMS AND SYMBOLS USED ON BORING LOGS FOR SOIL SOIL TYPES CLAY(CH) SHALY CLAY(CHI CLAY(CL) SANDY CLAY(CL) Weil-Graded Paorly•Graded SAND(SW) SAND lSILTY SAND(SM) CLAYEY SANG(SC) Well-Graded , Poorly-Graded SILTY GRAVEL(GM) FILL GRAVEL(GW) GRAVEL(GIP) Material SOIL GRAIN SIZE U.S,STANDARD SIEVE B'" 3" 3!4" 4 10 40 200 BOULDERS COBBLES COARS�VEFINE COARSE MEDIIUM FINE SILT I CLAY E 152 75.2 19.1 4.75 2.00 0,420 0.074 0.002 SOIL GRAIN SIZE IN MILIMETERS STRENGTH OF COHESIVE SOILS(2) DENSITY OF GRANULAR SOILS(2) UNDRAINED COMPRESSIVE STRENGTH NUMBER OF BLOWS RELATIVE CONSISTENCY Tons Per Sq. Ft. PER FT., N DENSITY Very Soft Less Than 0.25 0-4 Very Loose Soft 0.25 to 0.50 4.10 Loose Firm 4.5 t0 1,00 10-30 Medium Stiff 1.00 to 2.40 30-50 Dense Very Stiff 2.00 to 4.00 Over 50 Very Dense Lard greater than 4.00 DESCRIPTIVE TERMS FOR SOIL(') DESCRIPTION CRITERIA MOISTURE Stratified Alternating layers of varying Dry No water evident in sample;fines less material or color with layers than plastic limit_ at least B mm thick. Moist Sample feels damp;fines€tear the plastic limit Laminated Alternating layers of varying Very Moist Water visible on sample;fines granter material or color with the plastic limit and less than liquid limit layers less than 6 mm thick. Wel Sample bears free water,-fines greater Fissured Breaks along definite planes of than liquid limit. fracture with little resistance INCLUSIONS(�) to fracturing. Parting Inclusion<118"thick extending through Slickensided Fracture planes appear polished sample or glossy,sometimes stnated. Seam Inclusion 118"to 3"thick extending Stock Cohesive soil that can be broken through sample. y Layer Inclusion n3"thick extending through down into small angular lumps sample. which resist further breakdown. Trace <5%Df sample. Lensed Inclusions of small pockets of Few 5%to 10%of sample. different soils_ Some 10 to 25%of sample. With 30%to 45%of sample_ REFERENCES: NOTE: Information on each boring tog is a compilation of subsurface conditions 1 J ASTM D 2488 and soil and rock classifications obtained from the field as well as from laboratory testingof samples. Strata have been interpreted by commonly 2J Peck,Hanson and Thornburn, 1974 , accepted proceures.The stratum lines on the logs may be transitional and ( J approximate in nature.Water level measurements refer only to those Foundation Engineering_ observed at the times and places indicated,and may vary with lime, geologic condition or construction activity. FUGRO CONSULTANTS LP PLATE 8 TERMS AND SYMBOLS USED ON BORING LOGS FOR ROCK ROCK TYPES SAMPLER TYPES r LIMESTONE SHALE SANDSTONE Thin- Rock E I Tubed Core WEATHERED � WEATHERED WEATHERED Standard Auger LIMESTONE SHALE SANDSTONE Penetration Sample Test LIMESTONE WEATH ER ED IMESTNEATHEREI} LIMESTONEARGILLACEODS MARL Pe D Dation 11 Sag Sample st SOLUTION & VOID CONDITIONS WEATHERING GRADES OF ROC KMASS Void Interstice;a general term for pare Slightly Discoloration indicates space or other openings in rockweathering of rock material Cavities Small salutianal concavities. and discontinuity surfaces_ Moderately Less than hall of the rock Vuggy Containing small cavities,usually material is decomposed or lined with a mineral of different disintegrated to a soil. composition from that of the surrounding rock. Highly More than half of the rock materia#is decomposed or Vesicular Containing numerous small, unlined disintegrated to a soil. cavities„formed by expansion of gas bubbles or steam during solidification Completely All rock material is of the rock. decomposed and/or disintegrated to soil.The Porous Containing pore,interstices,or oriincl mass structure is other openings which may or may not stip largely intact. interconnect. Residual Soil All rock material is Cavernous Containing cavities or caverns, converted to soiLThe sometimes quite large.Most frequent mass structure and material in limestones and dolomites. fabric are destroyed. HARDNESS BEDDING THICKNESS(2) Very Thick >a' Friable Crumbles under hand pressure Thick 2'4' Low Hardness Can be carved with a knife Thin 2"-2' Moderately Hard Can be scratched easily with a knife Very Thin 1/2"-2" Very Hard Cannot be scratched with a knife Laminated 0.08"-1/2" Thinly-Laminated <O.W JOINT DESCRIPTION SPACING INCLINATION SURFACES Very Close <2" Horizontal 0-5 Slickensided Polished,grooved Close 2"-12" Shallow 5-35 Smooth Planar Medium Close 12"-3' Moderate 35-65 Irregular Undulating or granular Wide >3' Steep 65.85 hough Jagged or pitted Vertical 85-90 REFERENCES: NOTE'. 1 y British Slandard(1981) Informations on each boring log is a compilation of subsurface conditions Code of Practice!gL!jjIe Investigation and soil and rock classifications obtained from the field as well as from BS 5930 laboratory testing of samples.Strata have been interpreted by commonly IM The Bridge Division,Texas Highway Dept- accepted procedures.The stratum lines on the logs may be transitional and 2 9 Y P approximate in nature.Water level measurements refer only to those Foundation Exploration&Design Manual odserved at the times and places indicated,and may vary with time, 2nd Edition,revised June,1974. geologic condition or construction activity- FUDR© CONSULTANTS LP PLATE 9 =1�0 Report No.0704-11888 The following goring logs are for previously drilled borings at the site (Borings B-1 through B-6, Southwestern Laboratories Report No. 88-201-6, dated December 8, 1989). _. f r+ 88-201--5 LOG OF BORING (112) PROJECT: DOWNSTREAM PUMP STATION (EAGLE MOUNTAIN LAKE) BORING NO.: 1B— 2- CLIENT: CLIENT: Camp Dresser & McKee, Inc. LOCATION 7. Tarrant County, Texas DATE: 1/24/89 TYPE= Water Rotary CASED TO: 601 (temp.) GROUND ELEVATION: 608.0 cc b_ LEGEND: WATER INFORMATION I- w h SAMPLE w a w a s z Seepage noted at 8' ; water rotary a w M a ❑Ir t� w X STANDARD P'ENETRATIO'N a r z� 3 a started at 10' n~.U- N a a a w o 0 WATER a w "' -i w m uz FL a z DESCRIPTION OF STRATUM (USCS) 0.8 1.8 Reddish tan clayey fine SAND (Levee Fill) (SC) 1.7 Tan silty fine SAND, trace clay with occasional 1.0 sandy clay layers 1.6 -10" tan silty clay layer at G' 0.6 (Levee Fill) (SM,CL) 49 Grayish tan clayey fine SAND, trace clay IO with silty clay layers *, 0. 1 -noted black organic debris 9--10' 15 4 (SC) Gray sandy to silty CLAY with fine sand layers 1" 20 0 25 0 (CL) Grayish tan silty line SAND, trace clay with thin 3Q 18 silty clay layers 5g 27 (SM) Tan silty medium to coarse SAND and fine to coarse GRAVEL r 4D 88 -fine silty sand below 43' 45 68 50-/ 45 --clayey layer noted at 50' SM,GM SOUTHWESTERN LABORATORIES PLATE10a A-7 88-201-5 LOG OF BORING (212) PROJECT: DOWNSTREAM PUMP STATION (EAGLE MOUNTAIN LAKE) BORING NO. : B--- 2 CLIENT, Camp Dresser 5 McKee, Inc. LOCATION . Tarrant County, Texas DATE: 1/24/89 TYPE: Water Rotary CASED TO: 601 (temp.) GROUND ELEVATION: 608.0 z WATER INFORMATION M2-: 12 LEGEND: Grouted bottom of boring to 60' ; w a a Q'� ■ SAMPLE bentonite seal to 58' ; set Casagrande- �w � as as u> Q X STANDARD PENETRATION type piezometer 54-55' with }" PVC riser F w ad Z. zF- 3 4w ^'0 a Q w U a ■ WATER sand to 45' • cement- rout. to surface i DESCRIPTION OF STRATUM (USCS) Tan silty medium to coarse SAND and fine to coarse GRAVEL I 55 L 32 so 77/1[1" SI`1,GM) X/ Light gray fine-,grained silty SAND ("pack'" sand) 65 with sandstone, clayey sand, sandy clay, and shale layers 50/3.5" 7a 50/lir T5 PB1: (92% Re ') PB2: (92% Re --) 80 5012" 50/1 85 PB3: (75% Re } -gray shale layer 85.5-86.5' PB4: (92% Re -) •• 5011„ 9O PB5: (100% R!0 5O/1 T,t .4.�7 P B 6: (85% Re ) PB7: (100% R c) -100750/11" Bottom of Exploration at 100' SOUTHWESTERN LABORATORIES FiLATE 'IOb A_g 88-201-6 LOG OF BORING Page 1 of 2 PROJECT: Downstream Pump Station (Eagle Mountain Lake) BORING NO. .- B— 3 CLIENT: Camp Dresser & McKee, Inc. LOCATION -Tarrant County, Tx. N9364, E6735 DATE: 7/2 89 TYPE: Water Rotary CASED TO 30' GROUND ELEVATION: 598t Z 0r-- WATER INFORMATION 0_d LEGEND: .J la! a>_* N SAMPLE zw m a n�N� Ld X STANDARD PENETRATION � a o w!L � z JY Z T WATER n �W DESCRIPTION OF STRATUM F15CS 4 2 "Tannish brown firie silty SANT? (fill) 3 0,5 Brown silty sandy CLAY (CL) 5 1.[? 1.43 Tan and gray fine silty SAND (SM) i C1 2 2 0'5 Gray sandy silty CLAY 0.5 1.3 11 (a) �• 20 48 Gray fine-medium silty SAND (SNI) 0.8 Gray coarse to fine silty SANT? with limestone gravel A 9 -silty clay with sand seams 21-22.' 86 (SP-SM) 81/.11" Tan to brown fine-grained silty SAND ("pack"sand) with .. 3O RC1: sandstone, clayey sand, sandy clay, and shale layers 30-35' (10% Re ) Light gray fine-grained silty SAND ("pack" sand) with sandstone, clayey sand, sandy clay, and shale layers 3g 50/2" RC2: 35-40' (80% Re } 5012" 40 - RC3: 40-45' (0% Reo 45 50/1 1 4" RC4: 45-49' (0% Rec ,. PB 1: O (0% Rec SOUTHWESTERN LABORATORIES PLATE 11a A-10 Olt 88-201_6 LOG OF BORING Page 2 of 2 PROJECT.- Downstream Pump Station (Eagle Mountain Lake) BORING NO. : ]F�- 3 � CLIENT: Camp Dresser & McKee, Inc. LOCATION : Tarrant County, Tx N9364, E6735 DATE: 7/20/89 TYPE: Water Rotary CASED TO: 30' GROUND ELEVATION : 598.1 «� a o LEGEND' WATER INFORMATION ea ` _ J LA1 4- �0SAMPLEx w m aJ 0�+)ac Lu STANDARD PENETRATION .. LU U- r a a;aU d 0 WATER w cn v� F z -j Y z N a MC) z DESCRIPTION OF STRATUM (USCS) (927 Re ) Light gray fine-grained silty SAND ("pack" sand) RC5: with sandstone, clayey sand, sandy clay, and shale layers 53-58' 55 (0% Rec �I 5d/1 3/4" 760- RC6: ' -gray shake below 59' 58-63 (20% Re ) PB3. ' 69 (60% Re ) Bottom of Exploration at 65' 70NOTE: Baring grouted after completion. -75- _80- -85- _90- _95- SOUTHWESTERN 56O 859095SOUTHWESTERN LABORATORIES PLATE 11b A-11 OM 88-201-6 LOG OF BORING PROJECT: Downstream Pump Station (Eagle Mountain Lake) BORING NO. . B- 4 CLIENT- Camp presser & McKee, Inc. LOCATION : Tarrant County. Tx I N9434, E6645 DATE- 7/20/89 TYPE' Air Rotary- CASED TO: GROUND ELEVATION: z OP LEGEND: WATER INFORMATION s� o a -0a Q�w -0z SAMPLE Seepage noted at 8' �w a C,It urs w X STANDARD PENETRATION o2 z i- 3o a W `' t¢n ax WATER m a, a= DESCRIPTION OF STRATUM 1]SCS Tan fine silty SAND (SM) 4.5 3.3 2.5 PO 5 1.5 Tan and tannish brown sandy CLAY with limy pebbles ll and sand layers 2.0 (CL) 1 .0 I 10 12 'Tannish gray silty sandy CLAY 12 1* 15 Gray fine clayey SAND - I 20 = 12 (SC) d I Bottom of Exploration at 20.5' 25 MO'T'ES: I. Installed piezometer for long-term water level readings, riser casing grouted during installation. 2. Protective locking cover installed at ground 3p surface. i 55- _40- 45- -50 45 50 SOUTHWESTERN LABORATORIES A-12 PLATE 12 LUG OF OBSERVATION WELL NO. WBI EAGLE MOUNTAIN LAKE INTAKE STRUCTURE% PUMP STATION TARRANT COUNTY,TEXAS PROJECT NO.0704-1111 a TYPE: -- LOCATION:SEE PLAN OF BORINGS .� 2ti.g U. _a w a C)d STRATUM DESCRIPTION LAYER WELL WELL LL a IL w ELEV.1 CONSTRUCTION DESCRIPT10K o 0 a w DEPTH SURF.ELEVATION:603.3 CLAY(CH), Brown and dark brown,with silt sand 602.8 CONCRETE SURFACE and organics 0.5 - PAL]WITH ABOVE ~ CLAY(CL), Reddish Brown,with sift and GROUND RISER(2.5 fine-grained sand FT ABOVE GROUND) 599.8 BENTONITE CHIPS CLAYEY SAND(SC)AND SANDY CLAY JCL}, Dark 3.5 Gray and gray,moist,with silt and clay,occasional 6"� BOREHOLE 5 clay seams,fine grained 2"PVC RISER 10 20140 SILICA SAND 591.3 FILTER PACK +� CLAY(CL), Dark Gray and gray,some silt, 12.0 fine-grained sand FACTORY SLOTTED 2"PVC SCREEN(0,01" 588.3 SLOTS) 15 15.0 20 - a m COMPLETION DEPTH. 15.0' WATER LEVEL 1 SEEPAGE: KEY. y DATE DRILLED: 12-29-04 UPON COMPLETION: P=Packet Penetrometer Note:AA depths are measured in feet. w FUGRO SOUTH, INC. PLATE 13 LOG OF OBSERVATION WELL NO. WB3 EAGLE MOUNTAIN LAKE INTAKE STRUCTURE%PUMP STATION TARRANT COUNTY,TEXAS PROTECT NO.0704-1188W TYPE: LOCATION.SEE PLAN OF BORINGS �F-;e ~ w a 0 p LAYER WELL WELL � � o STRATUM DESCRIPTION a W"x ELEV-1 CONSTRUCTION DESCRIPTION a a DEPTH azW SURF.ELEVATION:612.1 CLAYEY'SAND(SC), Reddish Brown,possible f II, CONCRETE SURFACE fine-grained sand PAD WITH ABOVE GROUND RISER(2.5 FT ABOVE GROUND) 5 605.1 SANDY CLAY(CL)AND CLAYEY SAND(SC), 7.0 Reddish Brawn,brown, fine-grained sand 10 BENTONITE CHIPS 598.1 CLAY WITH SAND(CL), Dark Brown,line grained 14.0 15 sand 594.1 CLAY JCL), Brown,trace fine sand 18.0 20 B"0 BOREHOLE 2"PVC RISER 25 583.1 rw CLAY WITH SANT](CL)AND SANDY CLAY(CL), 29-0 30 Brown,reddish brown,grayish brown,tine grained sand CLr COMPLETION DEPTH:60.0' WATER LEVEL f SEEPAGE: KEY: DATIE DRILLED: 1-5-05 UPON COMPLETION: P=Pocket Penetrometer Note:All depths are measured in(eel. l FUGRO SOUTH, INC. PLATE 14a LOG OF OBSERVATION WELL NO. WB3 EAGLE MOUNTAIN LAKE INTAKE STRUCTURE%PUMP STATION TARRANT COUNTY,TEXAS PROJECT NO.0704-1188W TYPE: LOCATION:SEE PLAN OF BORINGS Z$._„e up U. C a moa STRATUM DESCRIPTION LAYER WELL WELL [L x ttELEV.1 CONSTRUCTION DESCRIPTION .o W h O a w DEPTH SURF,ELEVATION:512.1 CLAY WITH SAND(CL)AND SANDY CLAY(CL), Brown, reddish brown,grayish brown,fine grained sand 40 45 _ 318"BENTONITE PELLETS 564.i CLAYEY SAND(SC),Brown,fine grained sand 48.0 - 50 - 20140 SILICA SAND FILTER PACK 558.1 SAND WITH CLAY(SP),Grayish Brown,fine 54.0 55 grained sand FACTORY SLOTTED 554.1 2"PVC SCREEN(0-01„ SLOTS) SANDY CLAY(CL),Gray, fine grained sand 58.0 sa 552.1 60.0 65 m F COMPLETION DEPTH_60.0' WATER LEVEL 1 SEEPAGE: KEY: DATE DRILLED: 1-5-05 UPON COMPLETION: P=Pocket Penetrometer Note:All depths are measured in feet, .r FUGRO SOUTH, INC. PLATE 14b LOG OF OBSERVATION V1rf'ELL NO. WB4 EAGLE MOUNTAIN LAKE INTAKE STRUCTURE%PUMP STATION TARRANT COUNTY,TEXAS PROJECT NO.0704-11i188w TYPE: LOCATION:SEE PLAN OF BORINGS Uj0a� a m a 0 d STRATUM DESCRIPTION LAYER WELL WELL y, m a ELEV.1 CONSTRUCTION DESCRIPTION a G a ti DEPTH azW SURF. ELEVATION:610,0 CLAYEY SAND(SC)I5AND WITH CLAY(SP-SC), CONCRETE SURFACE F9 Reddish Brown,light brown,fine grained sand PAD WITH ABOVE GROUND RISER(2.5 FT ABOVE GROUND) r" 2"PVC RISER BENTONITE CHIPS r� 5 8" BOREHOLE 114"BENTONITE y PELLETS 20144 SILICA SAND FILTER PACK 501.0 CLAYEY SAND(SC), Brown,dark grayish brown, 9.0 10 fine grained sand FACTORY SLOTTED 2" PVC SCREEN(0.01" 598'0 SLOTS) CLAY WITH SAND(CHICL)AND SANDY CLAY 12.0 (CL), Dark Brown,fine grained sand 595.0 15 15.0 r 20 0 F 3 COMPLETION DEPTH: 15.0' WATER LEVEL 1 SEEPAGE: KEY: DATE DRILLED: 1-26-05 UPON COMPLETION: P=Packet Penetrometer Nate:All depths are measured in feet. TLATE 15 FUGRO SOUTH, INC.ING Aftwthm owner. - Texas Depar' me4d License and Ri"donT,;,form must lx completed Coafdentiality Privilege Notice Water Well Dr!llerl0urnp Installer Program and filed with the de ! On reverse side of owners copy. P.O. Box 12157 Autin;text s 7711 fs f�1 d63 7B8[l fel tf 15T21463 8&l s and owner wiehin 6a ent free(800)803-9202• upon completion of the well. Email address:wader y(ellir;<ensE:t;tate.lz.tls 'F 4 State Zip Ir Ant);IT? looz? Addross ✓Dort .-}— Ph icaai Acidness City } State dip Q r'r'Qyti_ r L G! /e n/4r1t 1 rd -rC!rY`Glt �pL+t�f 0_� 1)Type of WorktWS r Lat. Lone. Grid# 3a- 13- New l3"New Well ❑ Reconditioning 4)Proposed Use (check) Monitor ❑ Environmental Soil Boring ❑ Domestic 5) NT ❑Replacement ❑ Deepening ❑ Industrial ❑ Irrigation ❑ Injection ❑ Public Supply ❑ De-watering ❑ Testwetl ❑ Rig Supply If Public Supply well.were plans submitted? ❑ Yes ❑ No � S 6)Drilling DateDiameter of Hale 7)Drilling Method(check) U DtiKen Started lal 10:1- Dia.(in) From(ft) To(ft) ❑ Air Rotary ❑ Mud Rotary ❑ Bored (� 5 ❑ At,Hammer ❑ Cable Tool ❑ Ietmd ICompleted 43 1 �rJ� Other s _ 8)Borehole Completion ❑ Open Hale ❑Straight Wall ++� 0 Undef-reamed ❑+Gravel Packed ❑ Other the New Steel,Plastic,etc. Setting(ft) agt Dia. or Perf„Slotted,etc Cas ing (in.) Used Screen Mfg.,if commercial From To Screen y t l L 2 ,1/ -rpr L o G L o frC P_'5 t,t f2. O ow 1)Cementing Data t Cementing From h. to ft. #of sacks used Ft. to ft.. #of sacks used 1 (Use reyerse.side of Well ownees copy,If nece-,miry) method Used 1`1. -4 t 4 Ctmenling By asi Plugged Ll Well plugged within 4$hears Distance tosept csys Field or other concentrated conianunation_ft. Fromt)F1 in well: To(ft)temn BtFtom laced in welly Method of verification of above distance From ftTo ft From ft To ft Sacks used 10)Surface Completion ❑Specified Surface Slab Installed ASpecified Surface Sleeve Installed 14)Type Pump �� 0 Pit less Adapter Used El Turbine Ll jet A4Su'hmersible ❑ Cylinder ❑Approved Alternative Procedure Used 11 Other Depth to pump bowls c ]inder,'el etc. ft- 11)Water,"vel 1 15)Water Test Static leve[ ft.below Date I I r q_ / 0`a Typetest Cl Pump ❑Baiter Estimated Artesian Flow epm- Date I / Yield: gpm with f[ awdown after hrs. 16)Water Quality 12)Packers Type Depth Did youwingly penetrate a strata which contain undesirable constituents. I0 YES Q If yes,did you submit a REPORT of UNDESIRABLE WATER l - Type of water Depth orstrata IV Was a chemical analysis made Q Yes MNo Company or individual's N me(type or print) Lit:.N4 a #ddfess QGQ LV City 5tate�� dip X52 9 Signature `C Q rDLR FORM b001 WWD White-TDLH yellow-Owner Pink-Drillerfilump Installer PLATE 16 . r Turas D aat#nept pf License and ate Iation T Attsntlioa Dwo�er: �-. '� his farm must be completed Contfideotiality Privi lege Notice watdr,Weal Driller^__m'p hrs#eller Program and filed-with the department I on r�everac side of owner's copy. P.O. Box 12157 Ams#q,,T*.y@ts 7#711 1612!.463-7880 FAX(512J463-8616 and owner within 50 days +'n - .r �Ta/f tree 0001.80-9202. s : • upon completion.of the well. Email address;water;yye40kl ense.stata.tx.tls WELL r /_�R NR=Tq•r7"2i 07tq Address 77---- ,� City �// State Zip i OrN Cautt/gl'YCiN� is Addressin �>r l City q r Yarn! ,&►t State 3)Type of Work Lat. Long. Grid# 7'3 -New Well ❑ Reconditioning 4)proposed Use (check) Monitor ❑ Environmental soil Boring El Domestic 5) NT ❑Replacement ❑ Deepening ❑ Industrial ❑ Irrigation ❑ Injection ❑ Public Supply ❑ De-watering Cl Testwed ❑ Rig Supply If Public Supply well,were plans submitted? ❑ Yes ❑ No 6)Dri3ling Date Diameter of Hole 7)Drilling Method(check) LJ Driven Started !f 1 Z(P 1 05 Dia.(ia) From{ft) To(ft) ❑ Air Rotary ❑ Mud Rotary ❑ Bolted fl f ❑ Air Hammer ❑ Cable Tool ❑ Imed completed i Z{� f r other 5-reg., 4,q,e 8)Borehole Completion Cl ®pen Hole C1 Straight Wall _�," s 14 a PU-01 (' A",-C5AP16 0 Under-reamed ❑Gravel Packed © Other A, -� 1[ ✓ —1 ile- a 0 C �r+ t r yv c- La I� New Steel,Plastic,etc. Setting(ft) age ❑ia, Or Perf.,Slotted,etc casing CAA { � v c�h� r1 [� f rj A, �)k {in_) Used Screen Mfg..ifcommercial From To Screen i L I V Lr e U C 7 cu -F 0oil I a 9)Cementing Data flq for rj Cementing from 'S Ft to ft. #of sacks used P reverse side of Well Ownres rn If nerrxca 14 l tr �I'' T to ft. #of sacks used PY• 'Y) Melltud UVrr d c'_FF J 13)Plugged 0 Well plugged within 48 hours Cementing Sy v ' o Casing left in well: Ce t1Bkritonite Placed in well- Distance to septic system fleld or other concentrated clir�alwnination_fz From ft To ft From ft To(ft) Sacks used Method of verification of above distance l 10)Surface Completion 1P Specified Surface Slab installed Specified Surface Sleeve Installed 14)Type Pump f� CI lile_cs Adapter Used ❑ Turbine ❑ ]et ,*' Aubmersible 0 Cylinder ❑Approved Alternative Procedure Used (]Other ILIMb to P um P bowls c linder -ct etc. ft. 11)Water Level 15)Water Testp j� Static leve! 7 '0 h.below Date Typetest HCl Pump 0 B'alidrtied ❑ Estimated Artesian Flow ¢pm. Date F 1 Yield: gpm with ft.drawdown after lus- 16) Water Quality 12)Packers Type Depth Did you knowingly penetrate a strata which contain undesirable constituents. ❑YES NO If yes,did you submit a REPORT OF UNDESIRABLE WATER Type of wai Depth of Strata Was a chemical analysis made 0 Yes No Company or individual's Name(type or print) r , Lic.Alta. =qnV ' r 1 Address0 I A City Stat Zip ' G' e� TDLR FORM bt141 W W17 While-TDLR Yettow-Owner Pink•vmlerlPump Insudler PLATE 17 N Attention 0" r: Texm De}�>�I'tIIm it of Lkilse"d Regulation This form must be completed Confidentiality Privilege Notice Water.We1'1 DrrllerlPump lnstsller P10,711?m and filed with the departnkmi on reverse side of owners copy. P.Q. Box 12157 Austin, Tetras 78711 45;12)4,63-7'880 FAX(5f2)463.86 f 6 and owner within 40 drys r'. Toll free(8001803.9202 yon completion of the well. Email address:►�yater�►�+t��lcense.stat�tx.us ,.s'{ Narne7"rY la►eG kjdms City state c�i ,�C !tea r16 County rm Address City State Zip 3)Type of Work LO b- La#. Lan . Grid#3a — 13 — B New Well . ❑ Reconditioning 4)Proposed Use (checkF21 Monitor ❑ Environmental Soil Boring ❑ Domesuc S) NT Replacement ❑ Deepening ❑ lnt ustriat ❑ Irrigation ❑ Injection ❑ Pubtic Supply ❑ De-watering ❑ Testwcll ❑ Rig Supply if Public Supply well,were plans submitted? ❑ Yes ❑ No 16)Drilling Dante Di eter QJ Hoir, 7)Drilling Method(check) U Driven Started I 1 /0 1 05 Dia.(in) From(ft) To(fi) Air P,,tary L1 Mud Rotary ❑ Bored 8 ( b ❑ Air Hammer C1 Cable Tool ❑ Jetted i Completed r �Q �� Other N o t I�w S s�•� �rye 8) Borehole Completion LlOpen Hole ❑Straight Wal{ 1,0 - 7,z ,�.. a ! yt Gp s k ~t3a�3 El Under-reamed C3 Gravel.Packedtl QthCrl1 a S,4rn 7.e l� Cka e WI 7. /J�� W J• {���Q•7A — 1 �i _ e +Sa av a+ { r i 5. f.• l2 t1 w New Steel,Plastic,etc. Seeing(ft) Gage Diss. Or Perf„Slotted,etc Casing Z>f— 3a C\,-v b2o-0 W Qtr r_ 94 fin.] Used Screen Mfg..if commercial From To Screen 30- V L6r, PU—SePtee-, 50 - Gp Clea 14c) . Ct' y_,y �muq LT C A, icy N Tkrtoc PVC ;3e S'©- 3a" I Lci _DA 06 SCM q arx -1i ­f)l ,x)0 9)Cementing Dataj f 3)s eii i i c r i Cementing from �ft. t6 `7 7 ft. #of sacks used r "+ •C ft. to + `�`ft. #of ticks used (t)se reverse side of Well Ownees copy,If necessary) Method Used 64 '�; •r 1 13)Plugged D Well plugged within 48 hours Cementing sy life f s 1Qving left in well: Cement!$entonite vlaced in well: Distance to septic system field or other Concentra ed conta mina' �ft. From ft To ft From h To h Sacks used Method of verification of above distance CIS I4' 10)Surface Completion ❑Specified Surface Slab Installed ASpecifted Surface Sleeve installed 14)Type Pump O Pitless Adapter Used ❑ Turbine © let 11 I ❑Submersible ❑ Cylinder ❑Approved Alternative Procedure Used 0 Other 1`+ De th to ounw bowls linden 'et eic. ft. 11)Water Level fo.� 15)Water Test -1�-J Static levelft.below Date f j.. 1 1 Cr Typetest Q Pump El Ale lU Jetted ❑ Estimtated Artesian Flow _wpm. Date 7 ! Yield: gpm with fG drawdown after hrs, 16)Water uality 12)Packers Type Depth Did you knowingly penetrate a strata which contain undesirable constituents. I ❑YES W,NO If yes,did you submit a REPORT OF UNDESIRABLE WATER Type of water Depth of Strata Was a chemical analysis made ❑Yes a No A. Company or individual's Name(type or print) � � v� � €] Lic. Noa i q A) P►ddrrss 1JF— city I State Zips TDLR FORM bOOI WWD while-TDLR Yellow-Owner Pink-DraferlPump lasruller PLATE 18 OW va Particle Size 'Distribution Report �+ 100 .� so 70 - - e a .. W Sa. - z LL .. Z 50 LU LU 40 - :.: _. --- - --- - — ._. 30 -- 20 — - — 10 .. 0 5170 100 10 1 0-1 0.01 0-001 GRAIN SIZE -mm %COBBLES %GRAVEL %SANE} %SILT %CLAY 0.0 0.0 L 70.6 29.4 SIEVE PERCENT SPEC! PASS? Soil Description SIZE FINER PERCENT (X=No) CLAYEY SAND, Brown, light brawn,and gray, Fine-grained 2 in. 100.0 1.5 in. 100.0 1.0 in. 100.0 0.75 in. 100.0 Atterberg Limits. 0.50 in. 100.0 PL= LL= PI= 0.375 in. 100.0 #4 100.0 Coefficients #10 99.9 D 0.250 © 0.199 D 0.171 (#40 99.2 85= 60� 50- 960 85.0 D30= 0.0777 D15= D10= #80 52.5 Cu= Cc= #100 46.3 #140 36.3 Classification 9200 29.4 USCS= SC AASHTO= Remarks I i i (no speci0catian provided) Sample No.: Source of Sample: B-I Date: 219!05 Location: Elev./Depth: 34'-35' rClient: CH?M HILL PUGR.Q CONSULTANTS LP Project: EAGLE MOUNTAIN LAKE INTAKE STRUCTURE AND PUwfP STATION Project No: 0704-1188 Plate 14 Particle Size Distribution Report � 7 � 100 w 90 - _ ._ .:- ......-- ....... - -- 80 —. - ------ 70 111 60 lL. 50 W LU 40 .. - - _ - -- - - - -- - - — - _ 30 - _ �,. ....... .. 20 -- - 10 4 600 100 10 1 4.1 U 1 0.001 GRAIN SIZE-mm %COBBLES %GRAVEL %SAND %SILT `/s CLAY 0.0 L 0.0 87.5 12.5 SIEVE PERCENT SPEC.' PASS? Soil Description SIZE FINER PERCENT (X=NO) SAND WITH CLAY, Brown, light brown, line-grained 2 in. 100.0 1-5 in. 100.0 1.0 in. 100.0 0.75 in. 100.0 Atterberrt Limits 0.50 in. 100.0 PL= LL= P1= 0.375 in. 100.0 #4 100.0 Coefficients #10 100.0 ❑ 0.296 ❑ 0.237 ❑ 0.222 dR #40 98.9 85= 60= 50- #60 67.9 D30= 0.193 D15= 0.107 D10= #80 23.8 Cu= Cc= #100 20.0 #140 14.8 Classification 4200 12.5 USCS= SP-SC AASHTO= Remarks (nospcci(ication provided] Sample No.: Source of Sample: B-2 Date. 2!9!05 Location: Elegy./Depth: 7-8' Client: CH2M HILL FUGRO CONSULTANTS LP Project: 'EAGLE MOUNTAIN LAKE INTAKE STRUCTURE AND PUMP STATION Project No: 0704-1188 Plate xa .� Particle Size Distribution Report .. 100 .0 84 Aw 70 uJ 60 Z 50 W a� 0 W 40 - a 30 - - -- - h„r 20 10 0 500 104 10 1 0.1 0.01 0.001 GRAIN SIZE -mm `! °/°COBIILE5 °1a GRAVEL %SAND %SILT °A CLAY 0.0 39.5 50.2 � 10.3 SIEVE PERCENT SPEC! PASS? Soil Description SIZE FINER PERCENT (X=NO) SAND WITH GRAVEL AND CLAY. Light gray, light 2 in. 100.0 brawn,40%gravel,well-graded 1-5 in. 100.0 ow 1.0 in. 100.0 0.75 in. 100.0 Atterberg Limits 0.50 in_ 84.0 PL= LL= PI= 0.375 in. 76.8 #4 60.5 Coefficients A #10 48.1 D$5= 13.1 D80= 4.64 DSp= 2.66 960 19.8 D30= 0.469 D15= 0.180 D;0= #80 15.0 CU= Cc= #100 13.8 #1140 11.9 Classification x#200 10.3 - USCS= sw-SC AASHTO= Remarks r (no specification provided) Sample No.: Source of Sample: B-2 Date: 219105 Location: Eleu.lDepth: 55'-56.5' Client: CH?M HILL I FUGRO CONSULTANTS LP Project: EAGLE MOUNTAIN LAKE INTAKE STRUCTURE AND PUMP l STAT`ON Protect No: 0704-1183 Plate 2-j Particle Size Distribution Report L ;1 $ 90 80 70 — - -- - = -- .., — — ------- ------ 60 Z 50 W Ir W 40 30 20 . _...._. _. 0 5+00 100 10 1 0-1 0.01 0.001 GRAIN SIZE-mm °I°COBBLES %GRAVEL °I°SAND °�°SILT %CLAY 0.0 1.0 93.8 3.2 SIEVE PERCENT SPEC.` PASS? Soil Description .w SIZE FINER PERCENT (X=NO) SANDSTONE,weakly cemented,light brown, fine to ven 2 in. 100,0 fine grained 1.5 in. 100,0 1.0 in. 100.0 0.75 in. 100.0 Atterberg Limits 0.50 in. 100.0 PL= LL= P1= 0.375 in. 100.0 94 99.0 Coefficients 9 filo 98.5 D 0.270 D = 0.226 D = 0.216 #40 97.9 85= fifl- 50- #60 82.3 D34= 0.192 Dt5= 0.129 D10= 0.106 980 23.3 Cu= 2.12 Cc= 1.52 #100 17.8 #140 9.9 Classification #200 5.2 - USCS= AASHTO) Remarks (no specification provided) +• Sample No_: Source of Sample: B-2 Date: 219105 Location: E1evJDepth: 68.5'-70' Client: CH2M HILL FUGRO CONSULTANTS LP Project: EAGLE MOUNTAIN LAKE INTAKE STRUCTURE AND PUMP STATION Project No: 0704-1188 Plate 2.7' Particle Size Distribution Report BMs � _ _ s : x • T00 ~�� � •r ' 80 70 ._W 60 ti.. Z LL Z 50 LLI L} d 40 q. 20 10 - -. - 0 500 100 10 1 0.1 0.01 0.001 GRAIN SIZE- mm r %COBBLES %GRAVEL %SAND %SILT" %CLAY 0.0 0.5 65.6 33.9 SIEVE PERCENT SPEC.' PASS? Soil DesCrlptlOr SIZE FINER PERCENT (x=Noy CLAYEY SAND,Reddish-brown, Fine-grained sand, possible 2 in. 100.0 fill 1.5 in. 100.0 p� 1.0 in. 100.0 0.75 in. 100.0 Atterberg Limits 0.50 in. 100.0 PL= LL= P1= 0.375 in. 100.(1 #4 49.5 Coefficients r" #10 98.8 TO ❑ 0.253 ❑ 0.162 ❑ 0.122 #40 97.0 85' 60� 50 #60 84.4 ❑30= ❑15= ❑10= #80 64.4 Cu= Cc` #t00 57-3 9140 45.0 Classification 9200 33.9 - USCS= SC AASHTO= Remarks P (no specification provided) Sample Nn_: Source of Sample: B-3 Date: 219105 Location: Elev./Depth: 2'-3.5' Client: CH2M HILL FUGRC7 CONSULTANTS LP Project: 'EAGLE MOUNTAIN LAKE INTAKE STRUCTURE AND PUMP STATION Project No: 0704-1188 Plate �3 Particle Size Distribution Report ti .r f �p a o A 4 100 =—_ 90 - - - 80 70 rr W 60 - - - z LL 54 W U i •� LL 40 30 - 20 10 0 500 100 10 i 0.i 0.41 0-001 GRAIN SIZE-mm %C0I5BLES %GRAVEL %SAND %SILT /o CLAY 0.0 1 4.2 65.4 30.4 SIEVE PERCENT SPEC.' PASS? Soil Description SIZE FINER PERCENT (X=NO) CLAYEY SAND, Reddish-Brown, light Brown, fine-grained ~ tin. 100.0 sand 1.5 in. 100.0 1.0 in. 100.0 0.75 in. 100.0 Atterber_ Limits 0.50 in. 98.1 PL= LL= Pi= 0.375 in. 96.9 #4 45.8 Coefficients #140 87.2 D85= 0.360 D60= 0.194 D50= 0.147 #60 74.0 X30= D15= 010= #80 56.6 Cu= 'Dc= #100 50.7 #140 39.5 Classification —� 9200 30.4 USCS= SC AASHTO= Remarks R (no specification provided) Sample No.: Source of Sample: E34 Date: 2/9105 Location: Elev./Depth: 2'-3.5' Client: CH2M HILL FUGRO CONSULTANTS LP Protect: EAGLE MOUNTAIN LAKE INTAKE STRUCTURE AND PUMP STATION Project No: 0704-1188 Plate 24 Owl I Particle Size Distribution Report 100 -- — 90 r 70 j W 60 LL Z 50 UJ PW W 40- CL -- — --- -'�f - -- --- — — — 30-- 20 0 20 oft 10 ri 0 500 100 10 1 0,1 0.01 0.001 GRAIN SIZE-mm %C0613LES %GRAVEL %SAND %SILT %CLAY 0.0 0.0 16.4 L 83.6 pe SIEVE PERCENT SPEC,` PASS? Soil Descriotion SIZE FINER PERCENT (X=N0) CLAY WITH SAND, Brown, fine-grained sand 2 in. 100.0 1.5 in. 100.0 1.0 in. 100.0 0,75 in. 100:0 Atterberq Limits 0.5 in. 100.0 PL= LL= P4= 0.375 in. 100.0 94 100.0 Coefficients #10 99,9 I #40 98.8 085= 0.0785 D60= D50= #60 97,9 D30= D15= D10= #80 96.6 CU= Cc= M100 95.9 #140 92,7 Classification #200 8.3.6 - USCS= CL AASHTO= Remarks 1■" (no specification prodded) Sample No.: Source of Sample: B•4 Date: 219/05 Location: Elev./Depth: 40'-41.5' P* Client: CH2M HILL FUGRO CONSULTANTS LP project: EAGLE MOUNTAIN LAKE INTAKE STRUCTURE AND PUMP STATION 00 Project No: 0704-1188 Plate 2-S Particle Size Distribution Report ci s s g 140 90 80 70 0_ w 60 Z !- ti Z 50 w U 40 CL 1. 3[} .. _. .r 20 _ 1 dft is - a 500 100 10 1 0.1 0.41. 0,001 GRAIN SIZE-mm %COBBLES %GRAVEL %SAND %SILT %CLAY � 0.0 31.6 55.9 12.5 SIEVE PERCENT SPEC.' PASS? Soil Description SIZE FINER PERCENT (X-NC) SAND WITH GRAVEL AND CLAY,Light brown, One to 2 in, 100.0 coarse sand, well traded,occasional clay seams,trace l.5 in. 100,0 organics 1.0 in. 95.6 0.75 in. 90.5 AtterhercLLimits 0.50 in. 85-2 PL= LL= PI= 0.375 in. 80.5 #4 63.4 Coefficients 910 519 040 25.3 D85= 12.5 DE,fl= 3.€74 D50= 1.81 *1 960 13.6 Dao= 0.582 D15= 0.157 D10= 480 15.7 CU= Cc= #100 1 .8 #140 13.6 Classification ^* 1200 12.5 USCS= SW-SC AASHTD- Remarks I I (no specilicatiun provided) Sample No.: Source of Sample: B-5 Date: 219105 Location: Elev./Depth: 35'-36.5' Client: CH2M HILL FUGRC CONSULTANTS LP Project: EAGLE MOUNTAIN LAKE INTAKE STRUCTURE AND PUMP' STATION Pro"act No: 0704-1188 Plate - 0 Particle Size Distribution Report 100 may` 90 - » 84 — – • I 74 ---. - - - - - Ir W 60 Z LL Z 50 - - - - low U W 40 CL • I _ 30 . . r 20 r10 1 0 500 100 10 1 0.1 0.01 0.001 GRAIN SIZE-mm %COBBLES %GRAVEL %SAND %SILT %CLAY 0.0 2.5 86.3 1 L2 SIEVE PERCENT SPEC.' PASS? Soil Description SIZE FINER PERCENT (X=NO) SAND WITH CLAY, Light grayish brown, line-grained sand 2 in. 100.0 1.5 in. 100.0 1.0 in. 100.0 0.75 in. 100A Atterber Limits 0.50 in. 100.0 PL= 24 LL= 15 P1= 9 0.375 in. 99.1 #4 97.5 Coefficients #10 96.3 D 0.354 D 0.252 D 0.229 #40 94.2 $5= 60= S®= #60 59.4 030- 0.184 D15= 0.103 D10= 980 23.6 Cu` cc� #100 15.0 #140 15.6 Classification #200 11.2 USCS= SP-SC AASHTO= Remarks F (no specification provided) Sample No.: Source of Sample: 13-5 Data- -2191;95 Location: EI60E*p1h:L'45°46-5' Client: CH2M HILL FUGRD CONSULTANTS LP Project: EAGLE MOUNTAIN LAKE INTAKE STRUCTURE AND PUMP STATION - Project No: 0704-1198 Plate Z7 Particle Size Distribution Report i. 90 80 - _. _ 79 LU 60 Z LL Z 5o LLI U LLLI 40 -- - — --- - E 20 14 _.._.. .. - 0 500 100 10 1 0.1 0 Al 0.001 GRAIN SIZE-mm %C08$LES %GRAVEL %SAND %SILT %CLAY 0.0 0.4 L 83.0 16.6 SIEVE PERCENT SPEC." PASS? Soil Description .w SIZE FINER PERCENT {X=Na} CLAYEY SAND,Light gray,very fine-grained,occasional 2 in. 100.0 very thin clayey seams 1.5 in. 100.0 1.0 in. 100.0 r 0.75 in. 100.0 AtterheM Limits 0.50 in. 100.0 PL= LL= P1= 0.375 in. 100.0 #4 99.5 Coefficients s #40 95.4 D85= 0.338 D60= 0.239 D60= 0.216 ` 060 64.3 D30= 0.149 1)15= D10= #80 35.2 CU= Cc= 9100 30.1 #140 21.6 Classification 9200 16.6 USCS= SC AASHTC= Remarks I (no specification provided) Sample No.: Source of Sample: 6-6 Date: 219105 Location: Elev./Depth: 49,5'-5 I,0' Client: CH2M HILL EFUGRCO CONSULTANTS LP Project: EAGLE MOUNTAIN LAKE INTAKE STRUCTURE AND PUMP STATION Project No: 0704-1188 Plate 2-S 4 Particle Size Distribution Report ! a c+ Baa o 0 0 _ Y 104 9(1 _.. Mme' 00 70 IZ I W 50 Z LL Z 50 W rR U T L1] 40 0. - I '0 _ 10 d w 500 100 10 1 0.1 0.01 0.001 GRAIN SIZE-mm %COBBLES %GRAVEL %SAPID %SILT %CLAY 0.0 &3 85.4 7.3 SIEVE PERCENT SPEC,` PASS? Soil Description SIZE FINER PERCENT (X=NO) SANDSTONE, Light gray,very weakly cemented, Fine sand, 2 in. 100.0 fine gravel,some silt 1.5 in. 100.0 I.0 in. lflfl.4 0.75 in. 100.0 Atterber_ Limits 4.50 in. 100.0 PL= LL= Pl= 0.375 in. 97.7 #4 93.7 Coefficients #I4 88.3 #40 55:4 ❑85,= 4.981 D60= D5()=4.457 0.394 960 19.0 Dap= 4.341 D15= 4.225 Dip= 0.147 #80 11.1 Cu= 3.12 Cc= 1.35 9100 14.1 9140 8.5 Classification #204 7.3 [JSCS= AASHT0= Remarks (no specificalion prowded) Sample No.: Source of Sample: 13-6 Date: 219105 Location: Elev./Depth: 53.6-54.5 Client: CH2M HILL FUGRO CONSULTANTS LP Project: EAGLE MOUNTAIN LAKE INTAKE STRUCTURE AND PUMP STATION Project No: 0704-1188 Plate 7,9 I! 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Effective Vertical Stress Within Increment, cr'„a (ksf) 1-D CONSOLIDATION TEST: INC Sample No. B2Ac - Depth 37.00 ft PLATE 32 RRO f Report Na 0704-11888 GEOTECHNICAL INVESTIGATION EAGLE MOUNTAIN RAW WATER INTAKE AND PUMP STATION IMPROVEMENTS PROJECT TARRANT COUNTY, TEXAS '�-Argk%mi, SUMMARY OF SOIL CORR©SIVITY TEST RESULTS Boring Sample Soluble Soluble Soluble Redox Soil Soil No. Depth, Sulfates ', Chlorides', Sulfide S2, Potentia 13, phi" Resistivity 5, feet mglkg mg/kg mgtkg mV ohm-cm B4 20-21.5 450 180 <0.5 268 8.58 360 B-5 7-8 170 80 <0.5 268 8.59 1417 B-5 15-16.5 210 40 <0.5 242 7.77 1036 Notes on test methods: 1. EPA 375.4 (dry weight basis) 2. EPA 9031 3. ASTM D 1498-93 4. EPA 90450 5. ASTM G 57 PLATE 33-- i�- 1 1 a 1 7 1 i 1 1 7 1 1 1 1 1 1 1 1 i