Loading...
R-85-767 - 9/12/1985and best bid, and WHEREAS, the Council wishes to accept the bid of J. L. Meyers Company , and to authorize the contract for the improvements to the water well system, Now Therefore, BE IT RESOLVED BY THE COUNCIL OF THE CITY OF ROUND ROCK, TEXAS That the bid of J. L. Meyers Company is hereby accepted as the lowest and best bid, and the Mayor is authorized and directed to enter into an agreement with J. L. Meyers Company for the necessary improvements to the water well system. RESOLVED this 12th day of September, 1985. WHEREAS, the City has duly advertised for bids for improvements to the water well system, and WHEREAS, J. L. Meyers Company submitted the lowest ATTEST: RESOLUTION NO. 76 7,e MIKE ROBINSON, Mayor City of Round Rock, Texas Proposal Item Description J. �• L. Myers Co. Harrison &Sons dell Service, Inc. Layne Texas Company Layne - Western Company, Inc. 1 Drill, Sample, and Log 3 Test Holes $ 33,072.00 $ 58,000.00 5131,043.00 $ 34,985.00 2 Ream and Test 1 Test Hole 9,936.00 40,613.00 55,379.00 29,475.00 3 Ream, Construct, and Test 1 Well 92,384.00 10 82,152.00 122,975.00 Subtotal of Items 1, 2, and 3 5135,392.00 5199,606.00 , $268,574.00 $187,435.00 Add or Deduct Per Each Unit More or Less than the Base Quantities: 4 Test Hole to 650 Feet 10,500.00 12,902.50 43,681.00 11,700.00 5 Test Hole Reaming and Testing 9,800.00 38,213.00 55,379.00 27,475.00 6 Well Construction and Testing 81.700. 00 100.999.00 87 197.00 118_ nn 7 Foot of 6 -inch Test Hole 13.50 12.75 20.00 7,75 8 Foot of Test Hole Reamed to 12 inches 5,50 16.30 20.00 20.00 9 Hour of Test Hole Development 75,00 125.00 170.00 120.00 10 Hour of Test Hole Testing 75.00 165.00 170.00 120.00 11 Foot of Test Hole Reamed to 22 inches 25.00 18.90 20.00 25.00 12 Foot of 18 -inch Casing in Place 26.25 34.25 25.00 30.00 13 Foot of Test Hole Reamed to 17 inches 11.75 8.95 20.00 35.00 14 Foot of 14 -inch Slotted Liner in Place 25.50 23.80 40.00 15.00 15 Foot of 14 -inch Blank Liner in Place 17.50 21.25 15.00 12.50 16 Foot of 10 -inch Slotted Liner in Place 21.25 28.40 60.00 14.00 17 Hour of Well Development 75.00 125.00 180.00 100,00 18 Hour of Well Pumping Time 75,00 165.00 180.00 120.00 19 Hour of Well Recovery Time 75.00 100.00 180.00 75.00 (r ,3 l Tabulation of Bid Prices Received for Test Hole Drilling and Testing, Constructing, Developing and Testing a Water Well for the City of Round Rock, August 27, 1985 y`c Add Per Each Additional Item, Unit, or Activity: J. L. Myers Co. KyleHarrison & Sons Well Service, Inc. Layne Texas Company Layne - Western Company, Inc. 20 Pump Installation and Removal 3,360.00 2,500.00 10,000.00 3,75 21 Acidizing Set -up with 5,000 gallons 10,250.00 7,385.00 15,000.00 9,500.00 22 Each Additional 1,000 gallons 850.00 2,160.50 3,000.00 2,500.00 23 Hour of Pumping Acid from Well 85.00 160.00 180.00 120.00 24 Foot of Cement Plug in Bottom of 6 -inch Test Hole 7.00 800.00 L.S. +17.50 10.00 30.00 25 Foot of Gravel Plug in 6 -inch Test Hole 1.00 23.50 10.00 25,00 26 Foot of Gravel Plug in 12 -inch Test Hole 2.00 35.50 20.00 30.00 27 30 -foot Cement Plug in 6 -inch Test Hole 6.00 973.50 1,800.00 750.00 28 30 -foot Cement Plug in 12 -inch Test Hole 10.00 1,513.70 2,100.00 750.00 29 Foot of Concrete Plug in 6 -inch Test Hole 2.10 8.00 12.00 2.00 30 Foot of Concrete Plug in 12 -inch Test Hole 4.25 13.00 24.00 2.75 31 Performance and Payment Bonds 1,875.00 6,500.00 3,500.00 2,249.00 32 Additional Performance and Payment Bonds 1,875.00 6,500.00 3,500.0 2,249.00 Changes or Substitutions None None None None 1 2 3 4 5 6 Number of Days to Commence 30 15 30 20 Estimated Completion Time, Days 120 60 70 (working) 75 Proposal Tabulation of Bid Prices Received for Test Hole Drilling and Testing, Constructing, Developing and Testing a Water Well for the City of Round Rock, August 27, 1985 Page 2 .3 Co. � v Deep Well Turbine October 17, 1985 Mr. Mike Robinson, Mayor City - of Round Rock 214 East Main Street Round Rock, Texas 78664 Sincerely, . MYERS COMPANY . Dillard Vi - President JWD:va cc: Ted L. Harriger Wm. F. Guyton Associates, Inc. Peerless REOJAMKE7 Pump WATER IS OUR BUSINESS • SINCE 1904 8325 FORNEY ROAD DALLAS, TEXAS 75227 Dear Mayor Robinson: Enclosed are two executed copies of the Contract for drilling test holes and construction of a water well as per the specifications of Wm. F. Guyton Associates, Inc. We wish to thank the City for awarding us the contract for this project and look forward to working with the City and Wm. F. Guyton Associates. Submersible 12 388.9409 mane., Ceeemb STATE OF TEXAS COUNTY OF !,()/( (,(Q/11) THIS AGREEMENT, made and entered into this J day of A.D. 1945, by and between The City of Round Rock of the County of Williamson and State of Texas, acting through Mr. Mike Robinson, Mayor thereunto duly authorized so to do, Party of the First Part, hereinafter termed OWNER, and J. L. Myers Company of the City of Dallas, County of Dallas and State of Texas, Party of the Second Part, hereinafter termed CONTRACTOR. WITNESSETH: That for and in consideration of the payments and agreements hereinafter mentioned, to be made and performed by the Party of the First Part (OWNER), and under the conditions expressed in the bond bearing even date here- with, the said Party of the Second Part (CONTRACTOR), hereby agrees with the said Party of the First Part (OWNER) to commence and complete the construction of certain improvements described as follows: Test hole drilling and testing and constructing, developing, and testing a water well, and all extra work in connection therewith, under the terms as stated in the General Conditions of the Agreement and at his (or their) own proper cost and expense to furnish all the materials, supplies, machinery, equipment, tools, superintendence, labor, insurance, and other accessories and services necessary to complete the said construction, in accordance with the conditions and prices stated in the Pro- posal attached hereto, and in accordance with the Notice to Bidders, General and Special Conditions of Agreement, Plans and other drawings and printed or written explanatory matter thereof, and the Specifications and addenda there- for, as prepared by William F. Guyton Associates, Inc., August 1985, herein entitled the ENGINEER, each of which has been identified by the CONTRACTOR and the ENGINEER, together with the CONTRACTOR'S written Proposal, the General Conditions of the Agreement, and the Performance and Payment Bonds hereto attached; all of which are made a part hereof and collectively evidence and constitute the entire contract. THE OWNER agrees to pay the CONTRACTOR in current funds the price or prices shown in the proposal, which forms a part of this contract; such pay- ments to be subject to the General and Special Conditions of the contract. IN WITNESS WHEREOF, the parties to these presents have executed this Agreement in the year and day first above written. ( OF of.f Am PACK Party of the First Part (OWNER) Part a the Second Part (CONTRACTOR) 2,441 N4-44, AGREEMENT J. L. Myers Company il_ ATTEST 4 )1 E K E a E 019V1901191 9 WMWMNAWNWNWM01,11WNWW11191WNWNWNWWWNWMONWWPMWMCAUMWMPNWNWNWMPIMWMWMWWWNOMMMINNWNWNWMIXAAAVA AM R I AL TA t 7:0�� 41ilfrr0 - 0 C4YlYR%r.'Y17014Y 1017∎ 090 - Yl1YAIIY 107 1if %iYUN017:01%ih13101t/iilffii10 AMERICAN STATES INSURANCE COMPANY INDIANAPOLIS, INDIANA That we, BID OR PROPOSAL BOND Know all Men by these Presents, J.L. Myers Company 8325 Forney Road of Dallas, Texas 75227 (hereinafter called the Principal), as Principal, and AMERICAN STATES INSURANCE COMPANY (hereinafter called the Surety), as Surety, are held and firmly bound unto_ The City of Roundrock (hereinafter called the Obligee) in the penal sum of Five Percent of Gross AmountBid Dollars ($ 57GAB ) for the payment of which the Principal and the Surety bind themselves, their heirs, executors, administrators, successors and assigns, jointly and severally, firmly by these presents. SIGNED and SEALED this 27th day of August 19_85— THE CONDITION OF THIS OBLIGATION IS SUCH, That, whereas the Principal has submitted or is about to submit a proposal to the Obligee on a contract for Test Hole Drilling and Water Well Constructio NOW, THEREFORE, if the said contract be timely awarded to the Principal and the Princi- pal shall, within such time as may be specified, enter into the contract in writing, and give bond, if bond be required, with surety acceptable to the Obligee for the faithful performance of the said con- tract, then this obligation shall be void; otherwise to remain in full force and effect. Form 9 -1027 6-62 J.L. MYERS COMPANY INSURANCE COMPANY R J. DAVIS Attorney -in -Fact KNOW ALL MEN BY THESE PRESENTS, that American States Insurance Company, a Corporation duly organized and existing under the laws of the State of Indiana, and having its principal office in the City of Indianapolis, Indiana, hath made, constituted and appointed, and does by these presents make, constitute and appoint WALTER J. DAVIS, LOUISE C. DAVIS, MARY JO JONES AND DEBRA L. GROVE I--.• CO (Jointly or Severally) 1 1 of Dallas and State of Texas N its true and lawful Attorney(s) -in -Fact, with full power and authority hereby conferred in its name, place and stead, to execute, acknowledge and I-1 deliver any and all bonds, recognizances, contracts of indemnity and other conditional or obligatory undertakings prnvi nail however. that the penal sum of any one such instrument executed hpraunder shall not exceed ONE MILLION ANT) NO /100 (51,000,000 00) DOLLARS and to bind the Corporation thereby as fully and to the same extent as If such bonds were signed by the President, sealed with the common seal of the Corporation and duly attested by Its Secretary, hereby ratifying and confirming all that the said Attomey(s) -in -Fact may do in the premises. This Power of Attorney is executed and may be revoked pursuant to and by authority granted by Section 7.07 of the By -Laws of the American States Insurance Company, which reads as follows: "The Chairman of the Board, the President or any Vice- President shall have power, by and with the concurrence with the Secretary or any Assistant Secretary of the Corporation, to appoint Resident Vice - Presidents, Resident Assistant Secretaries and Attorneys -in -Fact as the business of the Corporation may require or to authorize any one of such persons to execute, on behalf of the Corporation, any bonds, recognizances, stipulations and undertakings, whether by way of surety or otherwise" IN WITNESS WHEREOF, American States Insurance Company has caused these presents to be signed by its Vice- President, attested by its Assistant Secretary and its corporate seal to be hereto affixed this 9 th day of AD. 19 R4 (SEAL) _ ATTEST STATE OF INDIANA I SS: COUNTY OF MARION J American States Insurance Company INDIANAPOLIS, INDIANA Assts On this 9th day of A. D., 89 (SEAL) Form 9 (8 August AMERIC By GENERAL POWER OF ATTORNEY August S INSURANCE COMPAN Assistoni Yice-P,esdent A D 19 84 before me personally came Alanson T. Abel to me known, who being by me duly sworn, acknowledged the execution of the above instrument and did depose and say; that he is a Vice- President of American States Insurance Company; that he knows the seal of said Corporation; that the seal affixed to the said instrument is such corporate seal; that it was so affixed by authority of the Board of Directors of said Corporation, and that he signed his name thereto under like authority. And said Alanson T. Abel further said that he is acquainted with Gilbert Taylor and knows him to be the Assistant Secretary of said Corporation; and that he executed the above instrument. MY COMMISSION EXPIRES February 14, 19RR My Commission Expires STATE OF INDIANA 1 SS: COUNTY OF MARION 1, Gilbert Taylor the Assistant Secretary of AMERICAN STATES INSURANCE COMPANY, do hereby certify that the above and foregoing is a true and correct copy of a Power of Attorney, executed by said AMERICAN STATES INSURANCE COMPANY, which Is still in full force and effect. This Certificate may be signed and sealed by facsimile under and by the authority of Section 8.03 of the By -Laws of AMERICAN STATES INSURANCE COMPANY which reads as follows: "All policies and other instruments of insurance issued by the Corporation shall be signed on behalf of the Corporation by the president or a vice - president and the secretary or an assistant secretary, whose signatures, if the instrument is duly countersigned by an authonzed representative of the Corporation, may be facsimiles. Such signatures and facsimiles thereof shall be authorized and binding upon the Corporation notwithstanding the fact that any such officer shall have ceased to be such officer at the time such policy or other instrument of insurance shall have been actually issued by the Corporation" In witness whereof, l have hereunto set my hand and affixed the seal of said Corporation, this 27 th ery Public day of August CITY OF ROUND ROCK ROUND ROCK, TEXAS SPECIFICATIONS AND OTHER CONTRACT DOCUMENTS FOR TEST HOLE DRILLING AND TESTING AND FOR CONSTRUCTING, DEVELOPING, AND TESTING A WATER WELL Prepared by William F. Guyton Associates, Inc. Consulting Ground -Water Hydrologists Austin - Houston, Texas August 1985 CITY OF ROUND ROCK ROUND ROCK, TEXAS SPECIFICATIONS AND OTHER CONTRACT DOCUMENTS FOR TEST HOLE DRILLING AND TESTING AND FOR CONSTRUCTING, DEVELOPING, AND TESTING A WATER WELL Prepared by William F. Guyton Associates, Inc. Consulting Ground -Water Hydrologists Austin - Houston, Texas a August 1985 CONTENTS Page I. NOTICE TO BIDDERS I -1 II. PROPOSAL II -1 ATTACHMENT A Certificate of Insurance II -7 III. PERFORMANCE BOND III -1 IV. PAYMENT BOND IV -1 V. GENERAL CONDITIONS V -A -1 A. PART ONE V -A -1 1. Owner V -A -1 2. Location of Project V -A -1 3. Description of Work V -A -1 4. Daily Report V -A -1 5. Scheduling of Work V -A -1 6. Drilling Equipment V -A -2 7. Drilling Additives, Mud, and Materials V -A -2 8. Access to Drilling Location V -A -2 9. Electric Power V -A -2 10. Water for Drilling and Other Operations V -A -2 11. Disposal of Waste V -A -2 12. Final Cleanup V -A -3 13. Progress Reports V -A -3 14. Quantities and Measurements V -A -3 15. Examination of Site and Drilling Conditions V -A -3 16. Scope of Work V -A -4 17. Sanitary Facilities V -A -4 B. PART TWO 1. Contractor's Duty V -B -1 2. Character of Workmen V -B -1 3. Inspection V -B -1 4. Discrepancies and Omissions V -B -1 5. Assignment and Subletting V -B -2 6. Permits, Certificates, Laws, and Ordinances V -B -2 7. Patents and Royalties V -B -2 8. Protection Against Claims for Labor and Materials V -B -2 ci CONTENTS (Continued) Page 9. Losses from Natural Causes V -B -2 10. Safety of Employees V -B -3 11. Trade and Brand Names V -B -3 12. Standards V -B -3 13. Materials and Workmanship V -B -3 14. Liability and Insurance with Respect to Accidents or Other Occurrences Resulting in Claims V -B -4 C. PART THREE 1. Prosecution of Work V -C -1 2. Changes, Alterations, and Extra Work V -C -1 3. Performance Bond V -C -1 4. Price for Work and Method of Payment V -C -2 5. Guarantee V -C -3 VI. SPECIFICATIONS FOR TEST HOLE DRILLING VI -1 1. General VI -1 2. Diameter VI -1 3. Drillers' Log VI -1 4. Temporary Surface Casing VI -1 5. Drill Cutting Samples VI -1 6. Drift Indicator Survey VI -2 7. Water Samples VI -2 8. Geophysical Logs VI -2 9. Bottom Hole Plugging VI -2 10. Contractor's Evaluation VI -3 11. Plugging of Test Hole VI -3 VII. SPECIFICATIONS FOR TEST HOLE REAMING AND PUMP TESTING VII -1 1. General VII -1 2. Reaming VII -1 3. Casing VII -1 4. Well Development VII -1 5. Test Pump Equipment VII -1 6. Pumping Test Schedule VII -2 7. Pumping Rates and Measurements VII -2 8. Removal of Pump VII -2 9. Plugging of Reamed Test Hole VII -2 IX. DRAWINGS CONTENTS (Continued) Page VIII. SPECIFICATIONS FOR WELL CONSTRUCTION, DEVELOPMENT, AND TESTING VIII -1 1. General VIII -1 2. Eighteen -Inch Surface Casing VIII -1 a. Reaming VIII -1 b. Casing VIII -2 c. Welding VIII -2 d. Sizing and Alignment Test Inside Casing VIII -2 e. Cementing VIII -2 4. Hole Below Surface Casing and 14 -Inch Liner VIII -4 a. Reaming VIII -4 b. Fourteen -Inch Liner VIII -4 c. Ten- and - Three - Quarter- Inch Liner VIII -5 d. Welding VIII -5 5. Well Development VIII -5 6. Sterilization VIII -5 7. Pumping Tests VIII -6 a. Test Pump Equipment VIII -6 b. Pumping Test Schedule VIII -6 c. Initial Step Tests VIII -7 d. Continuous Test VIII -7 e. Removal of Pump VIII -7 8. Well Cleaning VIII -7 9. Acidizing VIII -7 10. Capping VIII -8 11. Well Records VIII -8 12. Completed Well VIII -8 13. Abandonment of a Test Hole or Well VIII -8 Figure 1. Well Design I NOTICE TO BIDDERS I -1 Sealed proposals addressed to the City Manager, City of Round Rock, 214 East Main Street, Round Rock, Texas 78664 will be received until Tuesday, August 27, 1985 and will be publicly opened and read aloud at 2:00 PM on the same date in the City Council Chamber, for drilling of three or more test holes, pump testing one or more test holes, and drilling, con- structing, and testing one or more production wells for the City of Round Rock. Copies of the Specifications and other contract documents are attached hereto. Questions concerning the anticipated depths, formations, con - struction materials, and procedures may be addressed to William F. Guyton Associates, Inc., 3355 Bee Cave Road, Suite 401, Austin, Texas 78746, (512) 327 -9640. Bidders must submit a bid bond, cashier's check, or certified check, signed by both the surety and the bidder, in an amount not less than 5 percent of the total base bid for drilling three test holes, testing one test hole, and completing and testing one production well as a guaranty that the bidder will enter into a contract and execute bond and guaranty on the forms provided within 10 days of the notice of award of contract to him. Additional items that must accompany the bid are: (1) a de- scription of the drilling rig and other major equipment to be used, (2) a list of the portions of the work the Contractor plans to sublet and a list of the planned subcontractors, and (3) an estimate of the time (in total calendar days) required to complete the work covered by the total base bid. The right is reserved, as the interest of the City may require, to reject any and all bids and to waive formalities in bids received. BID ENVELOPE: Bids shall be addressed as follows: City Manager, City of Round Rock, 214 East Main Street, Round Rock, Texas 78664. The bid envelope shall be plainly marked: "BID - TEST HOLES AND WATER WELL FOR CITY OF ROUND ROCK." Item II PROPOSAL PROPOSAL OF , ), L. M a5 ArIP,on a corporation organized and existing under the laws of the State of 7CXaS , a partnership consisting of , an individual trading as PRICES AL,G. Z7 /90. (Date) The undersigned bidder has carefully examined the Notice to Bidders, this Proposal, the General Conditions, and the Specifications (bound together herein and known altogether herein as the contract documents), and the area in which the work will be done, and will provide all necessary labor, super- intendence, insurance, equipment, tools, materials, and services to perform and complete the work described in the contract docu- ments, in accordance with all provisions of these contract docu- ments, at the following prices: 1. Drill three 6 -inch diameter test holes to a base depth of 650 feet for each test hole, including collecting formation samples, mechanical drift indicator survey, airlift pumping for water sam- ples, the making of drillers' logs and geophysical logs to include caliper, gamma, and density logs, all complete as specified, for the lump sum of Tilia y 00 — 77/g6 - 6 . JL/ou�v�rs� SEVEM- J w0 °O l roo ✓ ntt 4gs 2. Reaming of 6 -inch diameter test hole to a base depth of 650 feet to a diameter of 12 inches, furnish and install test pump equipment, develop test hole for a base period of 8 hours, and con- duct pumping tests for a base period of 16 hour p, all complete as specified for the� lump sum of /` M / )W &=D 717W, arts ht 'i 400 �O�.L iJitt $ 3. Drill, construct, and test one complete water well, including: a. Reaming of 12 -inch diameter reamed test hole to a diameter of 22 inches to a base depth of 400 feet, all as specified; b. An 18 -inch diameter surface casing, with a base length of 402 feet, set and cemented in place to a base depth of 400 feet, and sizing and alignment test inside surface casing, all as specified; c. Reaming 250 feet of the 12 -inch diameter test hole below the surface casing to a diameter of 17 inches to a base depth of 650 feet, all as specified; d. A 14 -inch diameter liner set in place to a base depth of 650 feet, having a base total length of 260 feet including the lower 150 feet being slotted and the upper 110 feet blank, all as specified; e. Development of the well for a base period of 8 hours, as specified; f. Sterilization of the well, as specified; and 1I -2 Furnishing and installing the test pump, motor, and equipment, and testing the well for a base period of 80 hours, including 51 hours of pump- ing and 29 hours of recovery, all as specified. Item 3 will be performed, constructed, fur ished, and tested complete, all for the lump sum of „r —Goo _ a - 71117E6 Jur i�ur�n„2 ° %a �ournzs $ cle..38'� 4. Add or deduct for each test hole more or less than the base number of three in Item 1, all as specified, the amount ofT)47 nuynNA Vii,_ 1/ ✓,�tYCar �iu/�as ° $ JtJ ti g. 5. Add or deduct per each test hole reamed and pump tested more or less than the base number of one in Item 2, all as specified, the amount of A/, - 7 - 7+dL) ,.JD //iNDRr"'D - 727oLLags $ 9,800'1" 6. Add or deduct per each completed water well drilled, constructed, and tested more or less than the base number of one in Item 3, all as specified, the amount of �,) II �N�'NOlte / NOV<.ANt-� -�Jc I/ xi9I.tDRr'O �= Ol f..o R4 $ 97, 7D0 7. Add or deduct per foot of 6 -inch diameter test hole more or less than the base depth of 650 feet in Items 1 and,4 specified, the amount of — 7 - .0/2TC -ed %0 11. Add or deduct per foot of reaming a 12 -inch diam- eter hole to a diameter of 22 inches for 18 -inch surface casing more or less than the base length of 400 feet in Items 3 and 6, as specified, the amount of / u L -r.%pLL„1 12. Add or deduct per foot of 18 -inch surface casing set and cemented in place more or less than the base length of 402 feet in Items 3 and 6, as specified, the amount of -- 77ZE,47 - /5, c ZSfoo `.E.MLLpas 14. Add or deduct per foot of 14 -inch slotted liner in place more or less than the base length of 150 feet in Items 3 and 6, as specified, the amount of o&J-77YIJc' f' 5 %o IDLLp R II -3 D $ 1.3— 8. Add or deduct per foot of reaming of 6 -inch diameter test hole to a diameter of 12 inches more or less than the base depth of 650 feet ij Items 2 and 5, as specified, the amount of r f 6 -2>fli,y„u sv $ 9. Add or deduct per hour of development time in a reamed test hole more or less than the base time of 8 hours in Items 2 and 5, as specified, the amount of .5"FVEN77 F OLL/JrLS $ 7 10. Add or deduct per hour of pumping test time in a reamed test hole more or less than the base time of 16 hours in Items 2 and 5, as specified, the amount o n of - SE�cN% i ec �LLnns $ '7S 13. Add or deduct per foot of reaming of a 12 -inch diam- eter hole below the surface casing to a diameter of 17 inches more or less than the base length of 250 feet in Items and 6, as specified, the amount of tiS 5 ` 01.40 u $ $ �� 15. Add or deduct per foot of 14 -inch blank liner in place more or less than the base length of 110 feet in Items 3 and 6, as specified, the amount of �JFJcr'Ct/ e S on _iibuRns 16. Add per foot of 10 -3/4 -inch diameter slotted liner in place in the 12 -inch diameter hole, as specified, the amount of Twe, 17. Add or deduct per hour of development time more or less than the base period of 8 hours in Items 3 and 6, as specified, the amount of 5rvrr7 �rh, r r7ns 18. Add or deduct per hour of pumping time more or less than the base time of 51 hours in Items 3 and 6, as specified, the amount of i.=vr r= -r5 - fin L,. ,,,cs 19. Add or deduct per hour of recovery time more or less than the base time of 29 hours in Items 3 and 6, as specified, the amount of _r•,rc'wrp-ir Ne �t Uoszs 20 Add for each additional installation (including sub- sequent removal) of test pump and equipment, includ- ing engine or motor, after the first installation re- quired in Items 3 and 6, the amount of Tic /J /o�1»ri Iu ) LJI) RlP Fr> '57fT7 /LiafCS II -4 $ 3.26D 21. Add per set -up for placing acid in the well, includ- ing 5,000 gallons of 15 percent hydrochloric acid delivered and placed in the well, including flush water, as specified, the amount of �,,,,-A ,,,, ,4/)i, 2E1, I —/ F7i �nr_ nrE. $ /O, 2-4 - o' 22. Add per additional 1,000 gallons of 15 percent hydro- chloric acid delivered and placed in the well, in- cluding flush water, as specified, the amount of _ � G ANnRE D 1'l �/ ✓� r_r_,aey $ � SU 23. Add per hour of pumping for cleaning acid from well with test pump, as specified, the amount of F� .�� pp �u LL Ari-5 $ U 24. Add per foot of cement plug placed in the bottom of a 6-inch tes.`ole, as specified, the amount of ZJ C ve,4 L --bLL /ar25 $ / 25. Add per foot of eter test hole, OOMJc 2t /AR 26. Add per foot of eter test hole, gravel plug placed in a 6 -inch diam- as specified, the amount of II -5 $ / v� gravel plug placed in a 12 -inch diam- as specified, the amount of - 71120 $ 2: 27. Add per 30 -foot cement plug placed in a 6 -inch test hole above �t�he_ gravel plug, as specified, the amount of J�r� ._� vLtA fL S $ 28. Add per 30 -foot cement plug placed in a 12 -inch diam- eter test hole above the gravel plug, as specified, the amount of r,J -7- 2/1e-C,012.5 29. Add per foot of concrete plug placed in a 6 -inch diam- eter test hole, as specified, the amount of 1 4m, �ot.t.n xs 30. Add per foot of concrete plug placed in a 12 -inch diameter to t hole, as specified, the amount of frDOR 4 Y100 $ 2rs 31. Add for performance bond and payment bond in the amount of one hundred percent (100 %) of the total price shown for Items 1, 2, and 3, the amount of a , t re m i l C)) 11L QED JeA1 1 - fin, carts $ 32. Add for second performance bond and payment bond in the amount of one hundred percent (100 %) of the total price shown for Items 1, 2, and 3, if required by the owl, the amount of (046 /A054,4> ££c ■r �UrJD2 ?� ,SEJE./7r E^tJ6 _ant t $ /975 1. 2. 3. 4. Changes or Substitutions (Add) (Deduct) $ (Add) (Deduct) $ (Add) (Deduct) $ (Add) (Deduct) $ 5. (Add) (Deduct) $ 6. Seal if Bidder is a Corporation (Add) (Deduct) $ Upon notice of acceptance of this bid, the Contractor agrees to excute a formal contract within 10 days, and deliver performance and payment bonds for the faithful performance and payment of this contract, and provide evidence of the type of insurance and limits of liability which will be maintained throughout this contract on Attachment A of this proposal. It is expressly agreed that the Contractor accepts the guarantees herein specified on the basis of his knowledge of geologic conditions and well design and the Owner has no re- sponsibility for the accuracy or reliability of any data on which the Contractor bases this decision. The undersigned bidder agrees, if awarded the contract, to begin work within '3p days after the date written notice to commence work has been given by the Owner. Respectfully submitted, M leizs Co/ ont ctor) II -6 OW 4/ i OF Add ess 8.i26 ,i-n,Qp/e 752z7 Zl - 3 (99- W07 TYPE OF INSURANCE POLICY NO. EFFECTIVE DATE EXPIRATION DATE LIMITS OF LIABILITY Workmen's Compensation Statutory, State of Texas, $ Employer's Liability Comprehensive General Liability Includes Contractual Liability Covers Independent Contractors Owner's Protective Bodily Injury $ each person $ each person Property Damage $ each accide: $ aggregate Bodily Injury $ each person $ each accide: Property Damage $ each accide $ aggregate Comprehensive Automobile Liability Owned Vehicles Hired Vehicles Non -owned Vehicles Includes Contractual Liability Body Injury $ each person $ each accide Property Damage $ each accide. TO: City of Round Rock 214 East Main Street Round Rock, Texas 78664 ATTACHMENT A CERTIFICATE OF INSURANCE Date: Description of Work: II -7 THIS IS TO CERTIFY THAT is, at the date of this certificate, insured by this company with respect to the business operations hereinafter described, for the types of in- surance and in accordance with the provisions of the standard policies used by this company, and further hereinafter described. Exceptions to standard policies are noted on the reverse side hereof. t t t t t CERTIFICATE OF INSURANCE (CONTINUED) (Name of Insurer) 11-8 The above policies either in the body thereof or by appropriate endorsement provide that they may not be changed or cancelled by the insurer in less than ten (10) days after the insured has re- ceived written notice of such change or cancellation This Certificate of Insurance neither affirmatively or negatively amends, extends, or alters the coverage afforded by policy or policies indicated by this certificate. By: Title: .Address: THE STATE OF TEXAS COUNTY OF WILLIAMSON PERFORMANCE BOND KNOW ALL MEN BY THESE PRESENTS THAT, of the City of , County of , and State of , as principal, and authorized under the laws of the State of Texas to act as surety on bonds for principals, are held and firmly bound unto the City of Round Rock, Texas, hereinafter called THE CITY, COUNTY OF WILLIAMSON, TEXAS (Owner), in the penal sum of Dollars ($ ) for the payment whereof, the said Principal and Surety bond themselves, and their heirs, administrators, executors, successors and assigns jointly and severally, by these presents: WHEREAS, the Principal has entered into a certain written contract with the Owner, dated the day of , 19 to which contract is hereby referred to and made a part hereof as fully and to the same extent as if copies at length herein con- sisting of: NOW THEREFORE, THE CONDITIONS OF THIS OBLIGATION ARE SUCH, that if the said Principal shall faithfully perform said contract and shall, in all respects, duly and faithfully observe and perform all and singular the covenants, conditions and agreements in and by said Contract, agreed and covenanted by the Principal to be observed and performed, including but not limited to, the repair of any and all defects in said work occasioned by and resulting from defects in materials furnished by or workmanship of, the Principal in performing the work covered by said Contract and occurring within a period of twelve (12) months from the date of the Contract Completion Certificate and all other covenants and conditions, according to the true intent and meaning of said Contract, and the Plans and Specifications hereto annexed, then remain in full force and effect. PROVIDED, HOWEVER, that this bond is executed pursuant to the provisions of Article 5160 of the Revised Civil Statutes of Texas as amended and all liabilities on this bond shall be determined in accordance with the provisions of said Article to the same extent as if it were copied at length herein. Surety, for value received, stipulates and agrees that no change, extension of time, alteration or addition to the terms of the contract, or to the work performed thereunder, or the plans, spec- ifications, or drawings accompanying the same, shall in anywise affect its obligation on this bond, and it does hereby waive notice of any such change, extension of time, alteration or ad- dition to the terms of the contract, or to the work to be per- formed thereunder. IN WHITNESS WHEREOF, the said Principal and Surety have signed and sealed this instrument this day of 19 Principal Surety By By Title Title Address Address The name and address of the Resident Agent of Surety is: THE STATE OF TEXAS COUNTY OF WILLIAMSON THAT, PAYMENT BOND IV -1 KNOW ALL MEN BY THESE PRESENTS of the City of County of and State of as principal, and authorized under the laws of the State of Texas to act as surety on bonds for principals, are held and firmly bound unto THE CITY OF ROUND ROCK, hereinafter called THE CITY, COUNTY OF WILLIAMSON, TEXAS (OWNER), in the penal sum of Dollars ($ ) for the payment whereof, the said Principal and Surety bond themselves, and their heirs, administrators, executors, successors and assigns, jointly and severally, by these presents: WHEREAS, the Principal has entered into a certain written contract with the Owner, dated the day of , 19 , to which contract is hereby referred to and made a part hereof as fully and to the same extent as if copies at length herein. NOW THEREFORE, THE CONDITION OF THIS OBLIGATION IS SUCH, THAT IF THE SAID Principal shall pay all claimants supplying labor and material to him or a subcontractor in the prosecution of the work provided for in said contract, then, this obligation shall be void; otherwise to remain in full force and effect; PROVIDED, HOWEVER, that this bond is executed pursuant to the pro- visions of Article 5160 of the Revised Civil Statutes of Texas as amended and all liabilities on this bond shall be determined in accordance with the provisions of and said Article to the same extent as if it were copied at length herein. Surety, for value received, stipulates and agrees that no change, extension of time, alteration or addition to the terms of the contract, or to the work performed thereunder, or the plans, specifications or drawings accompanying the same shall in any- wise affect its obligation on this bond, and it does hereby waive notice of any such change, extension of time, alteration or ad- dition to the terms of the contract, or to the work to be per- formed thereunder. PAYMENT BOND (CONTINUED) Principal By Title Address Surety The name and address of the Resident Agent of Surety is: IV -2 IN WITNESS WHEREOF, the said Principal and Surety have signed and sealed this Instrument this day of , 19 . A. PART ONE V GENERAL CONDITIONS V -A -1 1. Owner. The Owner is the City of Round Rock, Texas, herein referred to as the Owner. 2. Location of Project. The location of the area in which the work covered by this contract is to be performed will be approximately 2 -1/2 miles southeast of downtown Round Rock. 3. Description of Work. It is anticipated that the work to be done will consist of drilling three test holes, reaming and pump testing one or more of the test holes, and constructing and testing a water well. However, the Owner, at its option, may require that more or less than three test holes be drilled, reamed and pump tested. After construction and testing of the well has been completed, and if the Owner so requires, additional test holes will be drilled and tested and a second well will be constructed and tested. The Owner shall have the right to determine the sequence in which the various test holes are drilled, reamed, and tested and the production well is drilled and constructed. 4. Daily Report. The Contractor or Contractor's field representative shall report plans and progress to the Owner's designated representatives approximately 24 hours before drill- ing is to be started and daily thereafter during the course of drilling the test holes, reaming and pump testing of the test holes, and drilling, construction, and testing of a well. If the Owner's representative is on the site, the daily report may be made in person. Otherwise, the daily report is to be made by telephone at the Contractor's expense. 5. Scheduling of Work. During drilling, construction, and testing activities, the Contractor shall keep full crews at work on the project continuously for at least one 8 -hour tour per day, at least 5 days per week, until the work is com- pleted. The following three operations at the well shall be a continuous operation: (1) the setting and cementing of the sur- face casing; (2) the placement of the liner in the well; and (3) the continuous pumping test. The Contractor shall schedule the work on these continuous operations so there shall be no waiting time on equipment or materials during such operations. V -A -2 6. Drilling Equipment. The test holes shall be drilled with conventional air rotary drilling equipment and the pro- duction zone of the water well shall be drilled with conven- tional air rotary or reverse air rotary water well drilling equipment. The hole for the surface casing in a well may be reamed using standard mud rotary drilling methods. All equip- ment used shall be in good condition and at least of such size and capacity as is normally used by water well contractors for construction of wells of the size and diameters described in these contract documents. The Owner shall have the right to approve or reject at any time the drilling rig and other equipment used, but approval by the Owner will not remove any part of the Contractor's respon- sibility to furnish equipment that will efficiently complete all the work as specified. The Contractor shall provide a de- scription of the rig and other major equipment to be used, when his bid is submitted. 7. Drilling Additives, Mud, and Materials. A record of the types and amounts of chemical additives, drilling mud, mud additives, or lost circulation materials added during each 8 -hour tour and the times at which it is added shall be recorded on each tour progress report. 8. Access to Drilling Location. The Owner shall provide land or rights -of -way for the work specified in this contract, and make provision for ingress and egress. The Owner also shall provide necessary access roads to the drilling location, or make other arrangements and pay the extra cost involved of transporting equipment and personnel. 9. Electric Power. Electric power, if needed for the Contractor's operational needs, shall be furnished by the Con- tractor at the expense of the Contractor. 10. Water for Drilling and Other Operations. Water for the drilling and other operations shall be furnished by the Contractor at the expense of the Contractor. The source of the water used shall be approved by the Owner. Any tank needed for storage of drilling water shall be furnished by the Contractor at the expense of the Contractor. 11. Disposal of Waste. Water or mud which results from drilling and other operations of the Contractor shall be dis- posed of as approved by the Owner. The cost of such disposal operations at the site shall be borne by the Contractor. If the Owner should decide that the hauling and disposal of drilling mud and /or cuttings away from the site is necessary, V -A -3 the Owner will pay the cost of such hauling and disposal as extra work under the provisions of Section V -C -2, "Changes, Alterations, and Extra Work." If required by the Owner, the Contractor shall construct dikes, levies, or pits to prevent water, mud, or cuttings resulting from the drilling and other operations from flowing off the designated sites and onto adjacent properties. 12. Final Cleanup. Upon completion of the work, the Contractor shall at his own expense clear the construction site of all trash, rubbish, and temporary structures, and fill all slush pits, ditches, and other excavations to the original conditions. Cuttings and other materials bailed or pumped from the well may be left in the slush pits and covered over with top soil or otherwise disposed of as approved by the Owner. 13. Progress Reports. The Owner shall be provided with two copies of each driller's tour report on the work contained in this contract. These drillers' tour reports shall be de- livered or mailed to the Owner each day for that day's progress. The form of the tour progress report shall be approved by the Owner. All data pertaining to drilling progress, such as drill- ing depth, formation descriptions, tallies of materials set during construction work, and development and pumping time, shall be recorded accurately on these reports during each tour. Each tour report shall be prepared by the Contractor's foreman in charge of the tour reporting. A "tour" is defined for the purpose of tour reports as the period of time a driller and crew work continuously without interruption. 14. Quantities and Measurements. The depths and lengths and the development, pumping, and testing times given herein are estimated and are approximate only. They are used for the purpose of obtaining unit price bids covering these items, but are not necessarily the exact depths and lengths and develop- ment, pumping, and testing times that will be required during actual drilling, construction, and testing. Deviations from these depths, lengths, and times are covered by the "add or deduct" prices quoted in the Proposal. 15. Examination of Site and Drilling Conditions. Before submitting his Proposal, the Contractor shall examine the area and make all necessary investigations to inform himself thoroughly as to the facilities for delivering, placing, and operating necessary equipment, and for delivering and handling all materials at the site. He also shall make necessary geo- logic and hydrologic studies insofar as they may affect his V -A -9 Proposal for this work. No plea of ignorance of conditions that exist or that may hereinafter exist or of conditions or difficulties that may be encountered in the execution of the work under this contract will be accepted as an excuse for any failure or omission of the Contractor to fulfill in every detail all of the requirements of the contract, nor will such be accepted as a basis for any claim whatsoever for extra com- pensation or for an extension of time. 16. Scope of Work. The work to be done by the Contrac- tor hereunder includes the furnishing of labor, materials, transportation, insurance, supervision, taxes, permits, tools, supplies, plant, equipment, services, and appurtenances, unless hereinafter specifically excepted, necessary for the satisfac- tory completion of the work stated in Section V -A -3, "Descrip- tion of Work ", and as herein described and specified. The Specifications and other contract documents contemplate fin- ished work of such character and quality as described in them or as may be reasonably inferable from them and the Contractor agrees that, without the addition of any charges not specifi- cally included in his Proposal, he will conform to all these Specifications and other contract documents and he will make his work complete and operable and in compliance with good practice. 17. Sanitary Facilities. Temporary sanitary facilities of a sealed, leakproof type shall be provided for use by the Contractor's and Owner's employees or representatives at a convenient location at the well site. The sanitary facilities shall be at least 150 feet from the test holes and wells to be constructed. B. PART TWO V -B -1 1. Contractor's Duty. The Contractor shall give per- sonal attention to the faithful prosecution and completion of this work and shall be present continually at the site of the work either in person or by duly authorized field representative fully authorized to act for him in his absence. 2. Character of Workmen. The Contractor agrees to employ only orderly and competent men, skilled in the performance of the type of work required under the contract, to do the work. It is specifically agreed that through the entire course of the work on the well, a driller or foreman in charge of and on the job in the field shall have had experience in charge of similar work on previous water wells of equal or greater size. It is further agreed that during all work on setting and cementing the casing, setting the liner, and developing the well, a driller or foreman of at least that much experience shall be on this job in the field continuously at the well. If requested by the Owner, the Contractor shall furnish to the Owner a written ex- perience record for each driller or foreman at the time the driller or foreman commences work on this project. The Con- tractor shall provide evidence to the Owner that the required personnel are available and assigned to this project at least 1 day before they are required to be on the job. 3. Inspection. It is agreed by the Contractor that the Owner shall be and is hereby authorized to appoint such repre- sentatives as the Owner may deem proper to inspect the materials furnished and work done under this contract to see that said materials are furnished and said work is done in accordance with the Specifications and other contract documents therefor. It is further agreed, however, that the Contractor and his rep- resentatives shall not accept any order or direction from the Owner or its representatives, whether direct or implied, which is not provided for in these Specifications and other contract documents. 4. Discrepancies and Omissions. It is agreed that it is the intent of this contract that all work must be furnished in accordance with best practices. In the event of any dis- crepancy between provisions in the contract documents, the Owner shall define which provision is intended to apply to the work. In the event of any doubt as to the meaning and intent of any portion of the contract documents, the Owner shall define such meaning and intent. The Contractor will not be entitled to take advantage of any error or omission in the Specifications and other contract documents. V -B -2 5. Assignment and Subletting. The Contractor agrees that he will give his personal attention to the fulfillment of this contract and that he will not sublet any portion of the work without the previous written consent of the Owner. The Contractor shall retain personal control over any sublet portion of the work, and agrees that subletting of any portion of the work does not relieve him from his full obligations to the Owner as provided by this contract. The Contractor fur- ther agrees that he will not assign by power of attorney or otherwise any portion of said contract unless by and with the previous written consent of the Owner. The Contractor shall submit with his bid a list of the portions of the work which he plans to sublet and a list of whom he plans to use as subcontractors. 6. Permits, Certificates, Laws, and Ordinances. The Contractor shall, at his own expense, procure all permits, certificates, and licenses required of him by law for the performance of his work. He shall comply with all federal, state, and local laws, ordinances, or rules and regulations relating to the performance of his work. 7. Patents and Royalties. The Contractor shall protect and save harmless the Owner and its representatives from all and every demand for damages, royalties, or fees on any patented invention used by him in connection with the work or materials furnished under this contract, including damages, royalties, or fees on any patented materials, machinery, appliances, process, or inventions specified in this contract. 8. Protection Against Claims for Labor and Materials. The Contractor agrees that he will indemnify and save the Owner harmless from all claims against the Owner for materials furnished or work done under this contract, and it is further agreed that the Contractor shall, if so requested, furnish the Owner satisfactory evidence that all persons who have done work or furnished materials under this contract have been duly paid for such work or materials. In the case such evidence is requested and is not furnished by the Contractor, payment for the work covered by this contract may be retained until satis- factory evidence is furnished that all liabilities arising from this contract have been fully discharged. 9. Losses from Natural Causes. Unless otherwise specified, all loss or damage to the Contractor arising out of the nature of the work to be done, or from the action of the elements, or from any unforeseen circumstances in the prosecution of the same, or from unusual obstructions or difficulties which may be encountered in the prosecution of the work, shall be sustained and borne by the Contractor at his own cost and expense. 10. Safety of Employees. The Contractor, and not the Owner or its representatives, shall be responsible for ex- ercising reasonable precautions for the safety of employees on the work and complying with any applicable provisions of federal, state, and municipal safety rules and building and construction codes. The Contractor shall promptly report to the Owner all accidents occurring to the Contractor's employees. V -B -3 11. Trade and Brand Names. Where materials or equipment are specified by trade or brand name, it is the intention of the Owner to set a definite standard of quality or performance. Where words such as "equivalent ", "proper ", or "approved equal" are used, they shall be understood to mean that the thing referred to shall be proper, the equiva- lent of, or equal to some other thing in the opinion or judgement of the Owner. Unless otherwise specified, all materials shall be the best of their respective kinds and shall be in all cases fully equal to the approved samples. Notwithstanding that the words "or approved equal" or other such expressions may be used in the Specifications in con- nection with a material, manufactured article, or process, the material, article, or process specifically designated shall be used unless a substitute shall be approved by the Owner, and the Owner shall have the right to require the use of such specifically designated material, article, or process. 12. Standards. The materials and methods of drilling construction herein specified shall be furnished in accor- dance with the standards of the American Petroleum Institute, the American Society for Testing Materials, and the American Welding Society. 13. Materials and Workmanship. Unless otherwise specified, all materials shall be new, and both workmanship and materials shall be of prime quality. The Contractor shall, if required, furnish satisfactory evidence as to the kind and quality of materials. In any case, all pipe and other equipment the Contractor furnishes for the completed well shall have the manufacturers' type and quality designa- tions stamped on them by the manufacturers or the Contractor shall provide the Owner with written proof, at the time or times of delivery to the job site, that the required types and qualities of materials are being furnished. 14. Liability and Insurance with Respect to Accidents or Other Occurrences Resulting in Claims. The Contractor shall not commence work under this contract until he has obtained insurance with limits no less than those required herein. (1) Workmen's Compensation and Employer's Liability (a) Statutory or Voluntary (b) Employer's Liability (2) Comprehensive General Liability including (a) contractual liability covering liability assumed under this contract; (b) property damage arising from losses resulting from ex- plosion, collapse, or underground damage. (3) Comprehensive Automobile Liability Statutory The Contractor agrees to protect, indemnify, and hold the Owner and all of its officers, agents, employees, and representatives free and harmless from and against any and all claims, demands, causes of action, suits or other liti- gation (including all costs thereof and attorneys' fees) of every kind and character arising in favor of the Contractor or any third party (including but not limited to personnel V -B -4 Before starting work, the Contractor shall furnish for the Owner's prior approval, certificates providing evidence of the required insurance, and during the term of the con- tract, any renewals thereof. The certificate shall provide that in the event of cancellation or material change, 10 days prior written notice will be given the Owner. When requested by the Owner, copies of the policies will be provided. The kinds of insurance and limits of liability shall be no less than the following: $100,000 each person and each accident Bodily Injury $200,000 each person $500,000 each occurrence Property Damage $200,000 each occurrence $500,000 aggregate Bodily Injury $200,000 each person $500,000 each occurrence Property Damage $100,000 each occurrence , V -B -5 furnished by the Contractor or its Subcontractors or its Sub - subcontractors) on account of personal injuries, death, damage to property in any way occurring, incident to, arising out of or in connection with work performed or to be performed by the Contractor hereunder or occurring, incident to, arising out of, or in connection with the presence of employees of the Contractor or Subcontractor, or Sub - subcontractor on the work premises, all regardless of whether or not the Owner or its employees or representatives are negligent in whole or in part. C. PART THREE V -C -1 1. Prosecution of Work. The Owner, on reasonable notice in writing to the Contractor, may stop any portion of the work if, in its judgement, the weather or other conditions, such as labor troubles, unsatisfactory workmen, poor materials, improper construction methods, or noncompliance with the Specifications or other contract documents, prevent the work from being done properly. If the Owner does not stop the work or any portion thereof for any of the reasons given above, however, this shall not be taken to mean approval by the Owner of any portion of the work which does not fully comply with all the Specifications, guar- antees, and other provisions of these contract documents. For delays occasioned by any act, neglect, or default of the Owner or its representatives, the Owner or its representa- tives shall not be held liable for damages on account thereof. 2. Changes, Alterations, and Extra Work. The Contractor agrees that the Owner may make such changes and alterations as the Owner may see fit in the form, dimensions, numbers, plans, or materials for the work herein contemplated or any part thereof, either before or after the beginning of the work, with- out affecting the validity of this contract and any accompany- ing bond. Such changes shall not constitute the basis for a claim for damages or anticipated profits on the contemplated work that may be dispensed. If they increase the amount of work and the increased work can be fairly classified under the con- tract documents, such increase shall be paid for according to the quantity actually done and at the unit price established for such work under this contract. Otherwise, such additional work shall be paid for as extra work. It is agreed that the Contrac- tor shall perform all extra work directed by the Owner when presented with a written order signed by the Owner's designated representative. It is also agreed that the compensation to be paid the Contractor for performing said extra work shall be determined by one or more of the following methods: Method A, by agreed unit prices; Method B, by agreed lump sum; or Method C, if neither Method A nor Method B can be agreed upon before the extra work is commenced, then the Contractor shall be paid the actual field cost of the work plus 15 percent. No claim for extra work of any kind will be allowed unless ordered in writing by the Owner. 3. Performance Bond. The Contractor shall furnish per- formance bonds in an amount at least equal to 100 percent of the total price shown for Item 1, Item 2, and Item 3 in the V -C -2 Proposal, as security for the faithful performance of this con- tract and for payment of all persons performing labor and fur- nishing materials in connection with this contract. The form of the bond and the bonding company shall be approved by the Owner. 4. Price for Work and Method of Payment. In considera- tion of the furnishing of all necessary labor, equipment, and materials and the completion of all work by the Contractor and upon completion of all work embraced in this contract in full conformity with the Specifications and other contract docu- ments, the Owner agrees to pay the Contractor on the basis of the prices set forth in the Proposal hereto attached, and the Contractor hereby agrees to receive such payment as payment in full for the aforesaid work and for well and truly performing same in the whole thereof in the manner required by these Specifications and other contract documents. The Owner will pay the Contractor as follows: a. After each phase of work provided for in these Specifications and other contract documents is completed to the satisfaction of the Owner, payment will be made from an invoice, rendered by the Contractor and approved by the Owner on the basis of measurements of the actual depths, lengths, times, and equipment provided and on the basis of unit prices given in the Contrac- tor's Proposal, for 95 percent of the completed and accepted work for which payment has not been previously made, provided that the Con- tractor has established to the satisfaction of the Owner that all claims for labor and mate- rials have been paid in full. For purposes of payment of invoices three phases of work are defined as follows: (1) the drilling, sampling, and geophysical logging of test holes prior to the reaming and pump testing of a test hole; (2) the reaming and pump testing of a test hole; and (3) the completed construction and testing of a water well. Progress payments will not be made by the Owner on a test hole, reaming and pump testing of a test hole, or a well prior to its completion. b. After the work under the contract has been com- pleted to the satisfaction of the Owner, the Owner shall, not more than 30 days after such satisfactory completion, provided the Contractor has established to the satisfaction of the Owner V -C -3 that all claims for labor and materials have been,paid in full, pay the Contractor the balance of the invoices which have been approved by the Owner. 5. Guarantee. The Contractor shall guarantee that the construction performed and materials and equipment furnished under this contract for the well shall be free from defects in workmanship and materials for a period of 1 year from the date the Owner commences use of the well. Neither the final acceptance nor final payment nor any provision in the contract documents shall relieve the Contractor of the responsibility for faulty equipment or materials furnished by him or for faulty workmanship, and he shall remedy any defects due thereto to the satisfaction of the Owner and pay for any damage to the well, pump, or motor resulting therefrom which shall appear within this period. The Owner shall give notice of observed defects with reasonable promptness. Failure on the part of the Contractor either to repair or replace such defects imme- diately upon notice shall entitle the Owner, if it sees fit, to repair or replace the same and recover the reasonable cost of such repair or replacement from the Contractor and /or his sureties. VI SPECIFICATIONS FOR TEST HOLE DRILLING VI -1 1. General. The test holes will be drilled by the air rotary method to obtain geologic and hydrologic information con- cerning the water - bearing formations at the test hole sites. It is planned that the test holes will average about 650 feet deep, but the Owner may require that any or all of the test holes be drilled to a greater or lesser depth if conditions indicate the desirability of this. The purpose of the test holes will be to obtain all or part of the following: logs of the formations, representative drill cutting samples from all geologic forma- tions encountered, water samples from selected water - bearing zones, and water levels representing selected water - bearing zones. It is expected that three or more test holes will be drilled and tested. The Owner reserves the right, however, to add or delete test holes and to require any water sampling it desires from any test hole. 2. Diameter. The initial diameter of each hole shall be at least 6 inches. 3. Drillers' Log. During the drilling of each test hole, a detailed drillers' log shall be kept of all formations encoun- tered, giving complete descriptions of all formations. 4. Temporary Surface Casing. At least 10 feet of 12- inch casing shall be set in the top of each test hole so that all of the drilling fluid and drill cuttings will circulate out of the test hole through the casing. The top of the casing shall extend above the natural ground level. The temporary cas- ing will be left in each test hole until such time as the hole is plugged or is reamed to a larger diameter. 5. Drill Cutting Samples. Drill cutting samples shall be collected at intervals of approximately 10 feet throughout the total depth of the hole. Samples may be required at inter- vals for more or less than 10 feet as directed by the Owner. Collection of samples shall be by the following method. The penetration of the bit shall stop when the bottom of the sam- pling interval is reached and circulation of air shall be con- tinued for such time as is required for all the cuttings to move from the last drilled section of the hole to the top of the ground. The cuttings shall be caught in a 5- gallon bucket set beneath the drilling rig. The Contractor shall provide at least two clean buckets for sample collection and one for washing the cuttings. Clear wash water shall be provided by the Contractor for washing drill cutting samples. The Contractor's personnel shall collect samples under direction of the Owner. Two 1 -pint portions of each sample taken shall be pre- served in cloth sample bags and marked as to depth and hole identification. One set of samples shall be retained on the job for inspection. The Contractor shall deliver one set of the samples to the Owner. VI -2 6. Drift Indicator Survey. Readings with an Eastman mechanical drift indicator or approved equal shall be made in the pilot hole at intervals of approximately 20 or 30 feet of depth to the total depth of the hole. If any reading taken in- dicates a deflection of the hole from vertical of one degree or more, the Contractor shall correct the alignment so that the deflection from vertical is less than one degree or abandon and plug the pilot hole and drill at his own expense another pilot hole. The mechanical drift indicator disks shall be made avail- able to the Owner during the course of the work. In case of disagreement between the Contractor and the Owner as to the mechanical drift indicator interpretations, the mechanical drift indicator disks shall be analyzed by Eastman and two copies of Eastman's interpretation of the survey shall be sup- plied to the Owner. A full set of originals or exact copies of the disks, with their depths, shall be delivered to the Owner with the Contractor's report provided for in Section VI -10 of these Specifications. 7. Water Samples. During the drilling of the test hole, the Owner may require the Contractor to stop penetration of the bit and continue to blow the hole until the water produced is relatively clear and free of cuttings. A water sample or set of samples will then be collected for use in determining changes in water quality with depth. 8. Geophysical Logs. After the test hole has been drilled to a depth of 650 feet or to another depth determined by the Owner, geophysical logs including a natural gamma, den- sity, and caliper log such as those made by Century Geophysical Corporation shall be made in the hole. When the required depth is reached, circulation shall continue until all drill cuttings have been removed from the hole and the logging service is on location, after which the drill pipe may be removed from the hole. The logging service company selected by the Contractor shall be approved by the Owner. 9. Bottom Hole Plugging. If the results of the drill cutting sample examination and the geophysical logs show that VI -3 the test hole has been drilled appreciably deeper than desired, the Owner may choose to plug the bottom of the test hole. The depth to which the hole shall be plugged will be selected by the Owner, and the hole shall be plugged with Portland cement, using a tremie pipe placed to near the bottom of the hole, taking care to prevent cement from contacting the sections of the hole above the cement plug. After the plug has cured, the position of the top of the plug shall be located by placing the weight of the drill pipe on the top of the plug. 10. Contractor's Evaluation. Upon completion of each test hole, the Contractor shall furnish to the Owner his recom- mendation for completion of a production well at the test hole site. It shall include the Contractor's estimate of the pro- duction rate that could be expected from the well and his recommended material settings. 11. Plugging of Test Hole. After the Owner determines that it no longer needs a test hole to remain open, the Con- tractor shall plug the hole in the following manner: (1) after sounding the hole to determine its total depth, fill the hole from the total depth to 10 feet below the top of the Georgetown formation with gravel placed through a tremie pipe; (2) place a cement plug composed of Portland cement from the top of the gravel to 20 feet above the top of the Georgetown by pumping the cement through a tremie pipe; (3) fill the remainder of the hole to land surface with concrete containing a medium aggregate. The gravel used shall be a clean, washed gravel approved by the Owner and shall be sterilized during placement by the addition of sufficient calcium hypochlorite to produce a minimum chlo- rine concentration of 50 milligrams per liter. VII SPECIFICATIONS FOR TEST HOLE REAMING AND PUMP TESTING VII -1 1. General. If the Owner decides to test the production rate of a test hole before proceeding with the construction of a production well, the Contractor shall ream the test hole and conduct a pumping test or series of tests in it. 2. Reaming. The test hole shall be reamed to a base depth of 650 feet or another depth determined by the Owner to a minimum diameter of 12 inches or to a larger diameter at the Contractor's option to facilitate the setting of the pump. 3. Casing. The Contractor may, at his option, elect to set temporary casing to protect the pump during the test. 4. Well Development. After the test hole has been reamed to total depth, the reamed hole shall be developed for a base period of 8 hours by pumping with airlift, or other means, and the test pump specified in Section VII -5. The de- velopment shall be continued until the hole is thoroughly cleaned and the water produced is reasonably clear. 5. Test Pump Equipment. The Contractor shall furnish, install, and operate a test pump complete with engine or elec- tric motor, air -line type water -level measuring device, 1 -inch PVC or steel water -level measuring pipe from 2 feet above land surface to the top of the pump bowls, and pipe orifices for measuring pumping rates from 300 gallons per minute to 1,500 gallons per minute. The Contractor shall furnish at least 50 feet of pipe, if necessary, to conduct the water away from the well during development and the pumping tests. The pump and engine shall be in good operating condition. The pump and engine (or electric motor) shall have a capacity ranging from not more than 300 gallons per minute with a pumping level no deeper than 200 feet to at least 1,500 gallons per minute with a pumping level of 400 feet. The pump shall be equipped for depths of pump settings as great as 450 feet. The Contractor shall provide evidence to the Owner that the pump and engine have the required capacities before they are installed. A valve shall be provided on the pump discharge near the pump to assist in regulating the rate of discharge. VII -2 6. Pumping Test Schedule. Unless otherwise required by the Owner, the pumping tests of the well shall be made for a period of 16 hours. However, without any extra charge by the Contractor, the Owner shall have the right to change this sched- ule as it sees fit and to increase or decrease the number of hours of actual pumping time within the base amount of 16 hours of testing time herein specified. If testing for more or less than 16 hours is required by the Owner, the cost shall be ad- justed according to the unit prices for testing time given in the Proposal. 7. Pumping Rates and Measurements. A series of step tests and a continuous test shall be run at rates of production as determined by the Owner. The Owner may select any rates within the capacity of the pumping equipment specified in Sec- tion VII -5. Measurements of the rates of production and the water levels shall be taken and recorded by the Contractor at intervals to be specified by the Owner during the tests. Mea- surements of the water level shall be made with a steel tape or electric measuring line to the nearest 100th of a foot and checked by means of an air line. Immediately prior to the step tests and after the pump has been installed, the pump shall not be operated for a period of at least 1 hour. After the pumping tests have been completed, the pump shall not be operated for a period of at least 3 hours. During these shutdown periods, water -level measurements shall be made by the Contractor at 15- minute intervals. 8. Removal of Pump. After the pumping for the pumping tests required by the Owner is completed, the pump shall not be removed from the well until the recovery period designated by the Owner is completed. 9. Plugging of Reamed Test Hole. If the Owner decides that a water well will not be completed in a reamed test hole, the test hole shall be plugged at the Owner's option in the manner described in Section VI -11. V SPECIFICATIONS FOR WELL CONSTRUCTION, DEVELOPMENT, AND TESTING VIII -1 1. General. The Owner will decide whether a water well will be constructed in a reamed and tested test hole. Based on information obtained during the drilling, ream- ing, and testing of the test hole, the Contractor shall make recommendations to the Owner regarding selection of the depth to which surface casing should be set and the depths and lengths of blank and slotted liner that should be set below the surface casing. The Owner, after considering the recommendations of the Contractor, will select the depth to which the surface casing shall be set and the depths and lengths of the slotted and blank liner. If the Owner's selections differ from the Con- tractor's recommended material settings and if the Contractor objects to the Owner's selections, the Contractor shall imme- diately present to the Owner in writing his objections and reasons therefore and shall discontinue work on the well until a decision is reached in this regard. No waiting or rig time shall be charged during this period. Otherwise, the Contractor shall construct the required well in the test hole, meeting all the provisions and guarantees of these Specifications and other contract documents. The upper part of the test hole will be reamed to a depth selected for setting surface casing, and after the casing is set and cemented, the test hole below the bottom of the casing will be reamed to the base of the Edwards and associated lime- stones. If possible, a liner with blank and slotted pipe will be set in the hole below the bottom of the surface casing. The work to be done on the water well is described in part by the attached drawing, Figure 1. Estimated depths and lengths of material settings for the well are shown on this figure and are given in Item 3 of the Proposal. Actual depths and lengths of materials will be determined from the test hole information. 2. Eighteen -Inch Surface Casing. a. Reaming. The test hole selected for comple- tion as a well shall be stage reamed from 12 inches to a minimum diameter of 22 inches for the 18 -inch surface casing. VIII -2 b. Casing. The surface casing which shall be set shall be new 18 -inch O.D., 0.375 -inch wall thickness, at least 70.6 pounds per foot, steel A.P.I. line pipe, Grade B or better, with plain ends beveled for welding. The surface casing shall be equipped with centering guides, with the first set of guides located about 4 feet above the bottom of the casing and then one set approximately every 80 feet above that to the land surface to hold the casing in the center of the hole. The top of the casing shall extend 2 feet above land surface. c. Welding. Welding of the surface casing shall be done in accordance with the American Weld- ing Society Specifications and the American Petroleum Institute Specifications. d. Sizing and Alignment Test Inside Casing. After the 18 -inch casing is set in the hole, the Con- tractor shall run a 40 -foot length of pipe or a dummy through the entire length of the casing to make sure that the casing has remained round and there are no sharp bends or "doglegs" in its alignment. This test, at the Contractor's op- tion, may be conducted before or after the sur- face casing is cemented in place. The outer diameter of the pipe shall not be more than 1 inch smaller than the inside diameter of the 18 -inch casing. The pipe shall have a wall thickness of 3/8 inch. If the Contractor wishes, he may substitute a 40 -foot dummy of equal rigidity for the pipe. The dummy shall have three rings attached to it, one at each end and one in the middle. Each of the rings shall be truly cylindrical and the outer diam- eter of the rings shall be no more than 1 inch smaller than the inside diameter of the casing. Should the pipe or dummy fail to move freely through the entire length of the 18 -inch casing, the Contractor shall at his own expense correct the problem so that the pipe or dummy does move freely through the entire length of the casing or abandon and plug the hole and drill another hole at the site. e. Cementing. Prior to setting the surface casing, the hole below the depth selected for the bottom VIII -3 of the casing shall be sounded with drill pipe to determine the depth to which the cuttings from the reaming have filled the hole. If the top of the cuttings is more than 3 feet below the depth selected for the bottom of the casing, the hole shall be filled to within 3 feet below that depth with sand and fine gravel placed through a tremie pipe. If cuttings have filled the hole to the depth selected for the bottom of the casing, they shall be cleaned out to 3 feet below that depth. A cement plug, placed by pouring or pumping cement through a tremie pipe, shall be placed in the hole between the depths of 1 foot and 3 feet below the depth selected for the bottom of the casing. The plug shall be allowed to set for a minimum of 12 hours before the sur- face casing is cemented in place. The depth to the top of the cement plug shall be sounded by placing the weight of the drill pipe on it before the casing is installed in the hole. If the top of the plug is too high, it shall be drilled out to the proper depth. If the top of the plug is too low, another plug shall be placed in the hole if required by the Owner. The casing shall be cemented in place with a minimum of 2 inches of cement around the out- side of the casing from bottom to top. The cement shall be placed by a standard Halliburton cementing method, involving pumping through a tremie pipe inside the casing from the bottom of the casing up the outside of the casing. Placement of the cement around the casing shall be done by a well cementing company approved by the Owner. The cement used shall be Portland with not to exceed 8 percent gel additive. The cement and gel shall be mixed with water to have a slurry weight of not less than 13.1 pounds per gallon. The slurry shall be weighed with a stan- dard mud balance and the slurry weight shall be maintained as specified during the cementing operation. A reserve of at least 50 percent over the calculated volume of cement required for the cementing shall be stocked on location as a safety factor to fill washouts in the hole. The cement after placement shall be allowed to set for a period of not less than 24 hours, after which the plug at the bottom of the VIII -4 casing may be drilled. In the event cement is lost in a cavity or loss circulation zone outside the casing and does not return to the land surface, the tremie pipe will be run out- side the casing to the loss zone and fill -up will be made using sand and /or fine gravel to a few feet above the loss zone. Following fill -up, cement will be placed through a tremie pipe to the ground surface or to such a depth as designated by the Owner. 4. Hole Below Surface Casing and 14 -Inch Liner. a. Reaming. The hole below the surface casing shall be reamed to a diameter of 17 inches or greater to the base of the Edwards. If the hole will not remain open to the base of the Edwards, the 14 -inch liner shall be set in the hole to the depth at which the hole re- mains open. The hole below the 14 -inch liner shall be drilled to the base of the Edwards and associated limestones and have a completed diameter of at least 12 inches. If required by the Owner, a torch - slotted 10 -3/4 -inch liner shall be set in the 12 -inch hole below the 14- inch liner. b. Fourteen -Inch Liner. The liner shall be new 14 -inch O.D., 0.312 -inch wall thickness, at least 45.6 pounds per foot, steel A.P.I. line pipe with plain ends beveled for welding. The bottom of the liner shall be set at the bottom of the 17 -inch diameter hole, and the top of the liner shall extend about 10 feet above the bottom of the surface casing. If the 17 -inch diameter hole cannot be drilled to the base of the Edwards, as discussed in Paragraph 4 -a of this section, the distance that the liner extends into the surface casing shall be increased by the length of the 17 -inch hole that cannot be kept open. The lower portion of the liner shall be mill or torch slotted. The slots shall be parallel to the longitudinal axis of the pipe, and the length of the slots shall be at least 6 inches. There shall be approximately 3 inches between the slots transversely and 4 inches between VIII -5 the slots vertically. The slots in each row of slots around the pipe shall be staggered approximately 1 -1/2 inches with respect to the slots in the rows on either side. The width of the slot openings shall be approx- imately 3/8 to 1/2 inch. The liner shall be equipped with centering guides, with the first of guides placed about 4 feet above the bottom of the liner and then one set approximately every 80 feet above that to the top of the liner. c. Ten - and - Three - Quarter - Inch Liner. The 10 - inch liner shall be new 10 -3/4 -inch O.D., 0.365 -inch wall thickness, at least 40.5 pounds per foot, steel A.P.I. line pipe with plain ends beveled for welding. The bottom of the 10 -3/4 -inch liner shall be set at the bottom of the well, and the top of the 10 -inch liner shall be about 2 feet above the bottom of the 14 -inch liner. The 10 -3/4 -inch liner shall be slotted in the same manner as the 14 -inch liner, as specified in Paragraph 4 -b of this section. The top of the 10 -3/4 -inch liner shall be centered in the 14 -inch liner with centering guides placed 1 foot below the top of the 10 -3/4 -inch liner. d. Welding. Welding of the liner shall be done in accordance with the American Welding Society Specifications and the American Petroleum In- stitute Specifications. 5. Well Development. After the construction of the well is completed, the well shall be developed by bailing, pumping with airlift, or other means and then with the test pump speci- fied in Section VIII -7. The base period for development shall be 8 hours. The development shall be continued until the well is thoroughly cleaned and the water produced is clear. The well shall be cleaned out to its bottom before the test pump is installed. 6. Sterilization. Before the test pump is installed, the well shall be sterilized with at least 50 pounds of approx- imately 70 percent granulated calcium hypochlorite. The calcium hypochlorite shall be placed in the slotted portion of the well with a bailer and agitated. After the test pump is installed, at least 25 pounds of approximately 70 percent granulated cal- cium hypochlorite shall be poured in the well and the well A valve shall be provided on the pump dis- charge near the pump to assist in regulating the rate of discharge. shall be agitated by turning the pump on and off without dis- charging water at the surface. 7. Pumping Tests. VIII -6 a. Test Pump Equipment. The Contractor shall furnish and install and operate a test pump complete with engine or electric motor, air- line type water -level measuring device, 1 -inch PVC or steel water -level measuring pipe from 2 feet above land surface to the top of the pump bowls, and pipe orifices for measuring pumping rates from 500 gallons per minute to 2,000 gallons per minute. The Contractor shall furnish at least 50 feet of pipe, if necessary, to conduct the water away from the well during development and the pumping tests. The pump and engine shall be in good operation condition. The pump and engine (or electric motor) shall have a capacity ranging from not more than 500 gallons per minute with a pumping level no deeper than 200 feet to at least 2,000 gal- lons per minute with a pumping level of 500 feet. The pump shall be equipped for depths of pump settings as great as 500 feet. No component of the pump shall have an outside diameter of more than 12 inches. The Con- tractor shall provide evidence to the Owner that the pump and engine have the required capacities before they are installed. b. Pumping Test Schedule. Unless otherwise required by the Owner, the pumping tests of the well shall be made for a period of 80 hours according to the schedule described in Sections VIII -7 -c and VIII -7 -d. However, the Owner shall have the right to change this schedule as it sees fit and to increase or decrease the number of hours of actual pumping time within the base amount of 80 hours of testing time herein specified. If testing for more or less than 80 hours is required by the Owner, the cost shall be adjusted ac- cording to the unit prices for testing time given in the Proposal. VIII -7 c. Initial Step Tests. An 8 -hour series of step tests shall be run at rates of production as determined by the Owner. The Owner may select any rates within the capacity of the pumping equipment specified in Section VIII -7 -a, and may require that the steps be run in any order. Measurements of the rates of production and the water levels shall be taken by the Contractor at 15- minute intervals during the tests. Mea- surements of the water level shall be made with a steel tape or electric measuring line to the nearest 100th of a foot and checked by means of an air line. Immediately prior to the step tests and after the pump has been installed, the pump shall not be operated for a period of at least 3 hours. After the pumping for the step tests has been completed, and prior to the continuous test, the pump shall not be operated for a period of at least 12 hours. During these shutdown periods, water -level measurements shall be made by the Contractor at 15- minute intervals. d. Continuous Test. After the minimum 12 -hour recovery period, a 48 -hour continuous pumping test shall be run at a constant rate of produc- tion as determined by the Owner. The Owner may select any rate within the capacity of the pumping equipment specified in Section VIII -7 -a. Measurements of the rate of production and depth of water level shall be taken by the Contractor at 15- minute intervals during the test. After the continuous pumping test has been completed, measurements of the recovery of the water level shall be made by the Contractor at 15- minute intervals for a 12 -hour period. e. Removal of Pump. After the pumping for the pumping tests required by the Owner is com- pleted, the pump shall not be removed from the well until the recovery period designated by the Owner is completed. 8. Well Cleaning. After testing of the well is com- pleted and the pump is pulled, the well shall be sounded and if there is more than 5 feet of material inside the well above the bottom of the well, this material shall be cleaned out of the well. 9. Acidizing. The Owner may wish to acidize the well to increase its capacity. In this event, one or more acid VIII -8 treatments shall be performed by a company which specializes in this type of service, such as Dowell or B. J. Titan Services. Fifteen percent hydrochloric acid with a corrosion inhibitor shall be used unless a substitute is approved by the Owner. The amount of the acid used shall be determined by the Owner, but may be as much as 5,000 gallons per set -up. The Contractor shall provide fresh -water storage tanks holding at least 1 gal- lon of flush water for the acidizing company to use for each gallon of acid used. The well shall be cleaned by pumping with the test pump immediately after each acid treatment is completed. Additional pumping tests shall also be run as required by the Owner. For acidizing, the test pump shall be removed from the well and the acid distributed through the entire length of the slotted portion of the liner through drill pipe or a tremie pipe. 10. Capping. After completion and testing and after approval of the well by the Owner, the well shall be capped in a manner approved by the Owner. Before capping, it shall be sterilized by adding 10 pounds of approximately 70 percent cal- cium hypochlorite tablets. 11. Well Records. Upon completion of the well, the Contractor shall furnish in triplicate a complete written log of the well showing the formations encountered, the types and locations of all material settings, and all other pertinent information required to complete properly detailed records of the well. 12. Completed Well. The completed well shall be left by the Contractor in good condition, meeting all the require- ments of these Specifications as to the diameter, depth, ma- terial settings, and the like. The well will not be accepted nor the Contractor paid by the Owner for the well if any of the well's component parts is left in an uncompleted or damaged condition. 13. Abandonment of a Test Hole or Well. In the event the Contractor shall fail to complete a test hole or well as specified, or should he abandon a test hole or well because of loss of tools or for any other cause, he shall, as directed by the Owner, fill the abandoned hole with concrete at his own ex- pense and shall drill another test hole or well with the depths, diameters, and materials, as specified herein, at a new location selected by the Owner. Salvaged material that was furnished by the Contractor shall remain his property. 1- W 200 LL 0 Z 350 0 50 100 150 250 300 400 450 500 550 600 650 700 18 —INCH CASING SHALL EXTEND 2 FEET ABOVE LAND SURFACE LAND SURFACE 22 —INCH HOLE CEMENT GROUT EMPLACED AS SPECIFIED 18 —INCH O.D. SURFACE CASING CENTERING GUIDES SHALL BE PLACED ON SURFACE CASING AS SPECIFIED TOP OF 1 4 —INCH LINER LAPPED INTO SURFACE CASING AND EQUIPPED WITH CENTERING FINS AS SPECIFIED 0 ►� )� 6.. Ii �I 1t- -1 -1 /2" FIN DETAIL / 14 —INCH BLANK LINER CENTERING GUIDES SHALL BE PLACED ON LINER AS SPECIFIED 17 —INCH OPEN HOLE FIN LOCATION 14 —INCH LINER SLOTTED AS SPECIFIED NOTE,MATERIAL SETTINGS AND LENGTHS SHOWN HERE ARE ESTIMATES, FINAL SETTINGS AND LENGTHS SHALL BE DETERMINED BY CONDITIONS ENCOUNTERED. CITY OF ROUND ROCK WELL DESIGN AUGUST 19851 Figure 1