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HomeMy WebLinkAbout64-91 RESOLUTION• • { 1Y f s j tg'3 i ►tit i3 4 , - RESOLUTION NO. 64-91 A RESOLUTION AUTHORIZING THE MAYOR AND CITY CLERK TO EXECUTE A CONTRACT WITH C. W. CONSTRUCTION.COMPANY FOR HIGHWAY 156 WATER AND SEWER RELOCATION PROJECT. BE IT RESOLVED BY THE BOARD OF DIRECTORS OF THE CITY OF FAYETTEVILLE, ARKANSAS: Section 1. That the Mayor and City Clerk are hereby authorized and directed to execute a contract in the amount of 152,192.50 plus a 10% contingency fee of $15,219.25 with C.W. Construction Company for the Highway 156 water and sewer relocation project. This amount is eligible for reimbursement from the state highway department. A copy of the contract authorized for' execution hereby is attached hereto marked Exhibit "A" and made a part hereof.. • PASSED AND APPROVED this b 0:; ,ATTEST: x'` s" f.t. City, Clirlc :tom^r+M 411ri .° 16thday of April , 1991. APPROVED: By: Mayor State of Arkansas County of Washington CONTRACT 1 THIS AGREEMENT, made and entered into this /c, day of(l�Ni f , 19 4( , by and between the City of Fayetteville, County o{// Washington, State of Arkansas, Party of the First Part, hereinafter called the Owner, and C. W. Construction Company of the City of Fayetteville, Arkansas Part, hereinafter called the Contractor. WITNESSETH THAT: , Party of the Second WHEREAS, the Owner has called for bids for the construction of 8 Inch Water Line Relocation - Highway 156 Reconstruction, as set out in the Plans and Specifications and approved by the Board of Directors of the City of Fayetteville, Arkansas; and WHEREAS, pursuant to the published calls for bids under said Plans and Specifications, the Contractor is the lowest and best bidder for the construction of said 8 Inch Water Line Relocation; NOW THEREFORE, the Contractor agrees with the Owner to commence and complete the construction of: Water and sewer relocation consisting of approximately 8,400 feet of 8 inch water pipe (Class 51 DIP or Class 200 PVC) and 900 feet of 2 inch PVC water pipe; 550 feet of 8 inch sewer, together with highway crossings, water and sewer services, ties to systems and other appurtenances which consist of all items as set out in the Bid, these Specifications and Plans No. Fy-196, including all items of work for a complete installation, for the unit and lump sum prices proposed in the Bid, all of which become and are a part of this contract, the total sum being One Hundred Fifty -Two Thousand One Hundred Ninety -Two and 50/100 dollars ($ 152,192.50 ), such sum being the agreed amount upon which bonds and liabilities are based, and at his own cost andexpense furnish all materials, supplies, labor, machinery, equipment, tools, supervision, bonds, insurance and other accessories and services necessary to complete the said construction in accordance with the conditions and prices stated in the Bid attached hereto and made a part hereof, and in accordance with the Technical Specifications, the General Conditions, the Supplementary Conditions, and in accordance with the Plans, which include all maps, plats, blueprints, and other drawings, and written or printed explanatory matter thereof. 6-1 The Contractor agrees to commence work under this contract within ten days of the issuance.of the Notice to Proceed and fully complete all work necessary to place the 8 Inch Water Line Relocation in operation and have all work completed within seventy-five (75) calendar days from the effective date of the Notice to Proceed. The Owner agrees to pay the Contractor in current funds for the performance of the contract in accordance with the accepted Bid therefor, subject to additions and deductions, as provided in the Specifications, and to make payment on account thereof as provided below. As soon as is practicable after the first of each calendar month, the Owner will make partial payments to the Contractor for work performed during the preceding calendar month, based upon the Engineer's estimate of work completed, said estimate being certified by the Contractor and accepted by the Owner. Except as otherwise provided by law, ten percent (10%) of each approved estimate shall be retained by the Owner until final completion and acceptance by the Owner and Engineer. The Engineer shall then issue a Final Estimate of work done based upon the original contract and subsequent changes made and agreed upon, if any: Time is hereby expressly declared to be of the essence of this contract, and the time of beginning, manner of progress and time of completion of the work hereunder shall be and are essential conditions hereof. The Contractor agrees to commence work within ten (10) calendar days from the date of the Notice to Proceed and to proceed with the construction of the work and to prosecute the work with an adequate force and in a manner so as to complete the work within the time stipulated herein. If the Contractor fails in completing the contract within the time stipulated herein, the Contractor agrees to pay the Owner, as liquidated damages, the sum of five hundred dollars ($500.00) per day for each calendar day of delay in completion, said amounts being fixed and agreed upon by and between the parties hereto. Because of the impracticability and extreme difficulty in fixing and ascertaining the actual damages Owner would in such event sustain, said amounts are to be presumed by the parties to this contract to be the amounts of damage Owner would sustain. Said amounts of liquidated damages shall be deductible from any amount due Contractor under the Final Estimate of said work, after the completion thereof, and Contractor shall be entitled only to the Final Estimate less such amounts of liquidated damages. If the Contractor be delayed at any time in the progress of the work by any act or neglect of the Owner or of the Owner's employees, or by any other Contractor employed by the Owner, or by changes ordered in the work, or by strikes, lockouts, fire, unusual delay in transportation, unavoidable casualties or any causes beyond the Contractor's control, or by delay authorized by the Engineer pending arbitration, or by any cause which the Engineer shall decide to justify the delay, then the time of completion shall be extended for such reasonable time as the Engineer may decide. No such extension shall be made for delay occurring more than seven days before claim therefor is made in writing to the Engineer. In the case of a continuing cause for delay, only one claim is necessary. 6-2 In the event the Contractor abandons the work hereunder or fails, neglects or refuses to continue the work after ten (10) days written notice, given Contractor by the Owner or by the Engineer, then the Owner shall have the option of 1)- declaring this contract at an end, in which event the Owner shall not be liable to the Contractor for any work theretofore performed hereunder, or 2) requiring the surety hereto, upon ten (10) days notice, to complete and carry out the contract of Contractor; and in that event, should the surety fail, neglect or refuse to carry out said contract, 3) said Owner may complete the contract at its own expense and maintain an actionagainst the Contractor and the surety hereto for the actual cost of same, together with any damages or other expense sustained or incurred by Owner in completing this contract, less the total amount provided for hereunder to be paid Contractor upon the completion of this contract. This contract shall assigns of the parti IN WITNESS WHEREOF, seals, respectively. Wi esses* f corporation, secretary should attest.) be binding es hereto, upon the heirs, representatives, successors or including the surety. the Owner and Contractor have hereto set their hands and C. W. Construction Company Firm Name By �oLTJt cel C. W. Combs, Owner ( Attest: Sherry L homas, City Clerk CITY OF FAYETTEVILLE, ARKANSAS eeStfrt Fred Vorsanger, Mayor 6-3 PARNELL OR Moore ome rel. Noe ete ST TH City Hon W ST I S A Q E 11TH ST U 1A E 12TH ST 5O M E 13TH 5T ELLA ST PAIRLANE SI v tee O: O 11 15TH ST `sl W n a� uilsNI FAIR LANE ST 1 EVALY Nall Pa k HELP. 18TH ST 9 PETS GS Greet/muse Pert ul ENG (ROAD 6 Q F SELLL akin I EERING3 OTN NN M E DR se, • •F�" D •,!1:>oI ' Mir Durk \` }P DOWELL RD Dowell Cemetery TREA Ba l Park b " • D'A./ FA YET(TEl Fp` /NDUSS�TR. PARK 4e. LORENA LA • COMMERI ,r CHERRY KELTON Ow ILLOCK 5T F U SUNRISE PVT HDF1 CI GI 1. c W roJec GHBY E •. 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Y LL LL. LL LL Y O O O pp 0 O m m O W m W 0 J m 0 r 1p0 O p Jp J J J LL m p Up Wq r r or 0 S O- 0 r r C. 0 N r r LIJWCir N b� W N O N N IO O Y O IO N r N CO I- 0 d r 01 CO C Yl N O C- Ol 0i O W N Cl 01 11; to- po r ` c mm U 0 U Oda m0• OD 0 U v m tu L G m --- IL LL LL J 1 J Q 20 N 04 N N N N N N N 04 c 8 En• o Ingo. • C •w= 0 Y Q • CQ iQ 5u A OItIt. PRODUCER CERTIFICATE QF INSURANCE a , Arlen -Smith Insurance, Inc. P.O. Box 4009 North Little Rock, Arkansas 72116 INSURED Charles W. Combs DBA C.W. Construction Rt. 7, Ed Edwards Road Fayetteville, Arkansas 72701 • ISSUE DATE (MM/DDIYY) 4/10/91 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. COMPANY A LETTER • COMPANY LETTER B COMPANY `. LETTER COMPANY D LETTER COMPANY E LETTER COVERAGES .. _..; x .. ....t`.J.:.:.::: _,.... .....�.<.. COMPANIES AFFORDING COVERAGE Bituminous Casualty Corporation THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED, NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. CO TYPE OF INSURANCE LTR . GENERAL LIABILITY A X COMMERCIAL GENERAL LIABILITY : CLAIMS MADE X OCCUR. OWNER'S & CONTRACTOR'S PROT. AUTOMOBILE LIABILITY. A T X 'ANY AUTO :ALL OWNED AUTOS SCHEDULED AUTOS X HIRED AUTOS X NON -OWNED AUTOS . GARAGE LIABILITY EXCESS LIABILITY A . X UMBRELLA FORM -"s"' s.,r. OTHER -THAN -UMBRELLA -FORM WORKER'S COMPENSATION AND EMPLOYERS' LIABILITY OTHER POLICY NUMBER CLP 2067345 CAP 1755336 CUP 1775851 DESCRIPTION OF OPERATIONS/LOCATIONSNEHICLES/SPECIAL ITEMS Job: POLICY EFFECTIVE POLICY EXPIRATION DATE (MM/DD/YY) DATE (MM/DD/YY) • 10/16/90 10/16/91 LIMITS GENERAL AGGREGATE PRODUCTS-COMP/OP AGG. PERSONAL Si ADV. INJURY ' EACH OCCURRENCE FIRE DAMAGE (Any one lire) MED. EXPENSE (Any one person) 1,000.,000.. s 1,000,000. $ 500,000. $ 500,000. $ 50,000. $ 5,000. COMBINED SINGLE 10/16/90 10/16/91 LIMIT ° 1,000,000. BODILY INJURY (Per person) BODILY INJURY (Per accident) PROPERTY DAMAGE EACH OCCURRENCE E s $ 1,000,000. 2/21/91 10/16/91. AGGREGATE $ 1,000,000. STATUTORY LIMITS EACH ACCIDENT DISEASE—POLICY LIMIT DISEASE—EACH EMPLOYEE 8 Inch Water Line Relocation Relative to Highway 156 Reconstruction Fayetteville, Arkansas CERTIFICATE HOLDER Board of Directors City of Fayetteville 113 West Mountain, Room 307 Fayetteville, Arkansas 72701 ACnnn 2F -S morn • CANCELLATION a S S mim SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, THE ISSUING COMPANY WILL MAIL 30 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT, 4S 4: gatais oP14.8:4:1:•(,.4P9:fcSr.1.444 as):1:14,4)(kr. itt3'1ta0J; 1,4 D IV, 4M 1t4kv11:;1. U.1:P(.4•I :44,d 1)9.114 • (EO J,IY 6.91a9'S:4-a lot l• s• _ AUTHORIZ EPRESENTATIVE rn. 1)ACORO CORPORATION 1990 • • • . aCNine :INSURANCEIIND• ISSUE DATE (MMIDDPYI') _. 4/10/91 _ THIS BINDER ISA TEMPORARY INSURANCE CONTRACT, SUBJECT TO THE CONDITIONS SHOWN ON THE REVERSE SIDE OF THIS FORM. PRODUCER (COMPANY.._,._...___ .'BINDER NO 1 Allen -Smith Insurance, Inc. P.O. Box 4009 North Little Rock, Arkansas 72116 CODE - SUB -CODE INSURED Board of Directors City of Fayetteville 113 West Nbuntain, Room 307 Fayetteville, Arkansas 72701 COVERAGES TYPE OF INSURANCE. ! COVERAGE/FORMS PROPERTY CAUSES OF LOSS' • BASIC 'BROAD ;SPEC.' GENERAL LIABILITY _Situminotiancipialty_COrp EXPIRATION ___...._.. DATE...TIME DATE TIME I XI AMI • I X 12:01 AM 4/10/91 12:01 ;7--1 PM i 5/10/91 I NOON I 1 THIS BINDER IS ISSUED TO EXTEND COVERAGE IN THE ABOVE NAMED I COMPANY PER EXPIRING POLICY NO: GESCRIPTIOfi OF OPERATIONSNEHICLES/PROPERTY (Including Lxellon) - ._ COMMERCIAL GENERAL LIABILITY ' CLAIMS MADE r..__.; OCCUF X I OWNER'S & CONTRACTOR'S PROT. RETRO DATE FOR CLAIMS MADE: AUTOMOBILE LIABILITY ANY AUTO ALL OWNED AUTOS SCHEDULED AUTOS HIRED AUTOS . NON -OWNED AUTOS GARAGE LIABILITY Job: $152,192.50 8 Inch Water Line Relocation Relative to Highway 156 Reconstruction, Fayetteville,AR Contractor: Charles W. Combs DBA C.W. Const. Rt. 7, Ed Edwards Road Fayetteville, Arkansas 72701 'LIMITS AMOUNT 1 DEDUCTIBLE COINSUR. .--tt -AUTO -PHYSICAL.DAMAGE-DEDUCTIBLE_7••..-.-ALL`VEHICLES - BCHEOULED-VEHIOtES COLLISION: OTHER THAN COL: - EXCESS LIABILITY UMBRELLA FORM• - OTHER THAN UMBRELLA FORM RETRO DATE FOR CLAIMS MADE: WORKER'S COMPENSATION AND EMPLOYER'S LIABILITY SPECIAL CONDITIONS/OTHER COVERAGES Additional NAME & ADDRESS GENERAL AGGREGATE I $ 2,000,000. PRODUCTS — COMP/OP AGG. S - I PERSONAL & ADV. INJURY -1-3 EACH OCCURRENCE 1 2,000,000. FIRE DAMAGE (Any one fire) S MED. EXPENSE (Anyone person) S COMBINED SINGLE LIMIT S BODILY INJURY (Per person) S BODILY INJURY (Per accident) S PROPERTY DAMAGE 'S MEDICAL PAYMENTS . S PERSONAL INJURY PROT. ' S •{ UNINSURED MOTORIST -- .. ACTUAL CASH VALUE r1 . _ - . STATED AMOUNT S OTHER EACH CCURRENCE -S AGGREGATE SELF-INSURED RETENTION S STATUTORY LIMITS EACH ACCIDENT DISEASE -POLICY OMIT DISEASE -EACH EMPLOYEE Insured Endorsement - Architect/Engineers Form McGoodwin, Williams and Yates, Inc. Consulting Engineers 909 Rolling Hills Drive, Fayetteville, Ar. 72703 MORTGAGEE LOSS PAYEE LOAN # _._. AUTHORIZED REPRESENTATIVE ADDITIONAL INSURED ennnn �c Cn roM - - .. - P&CnOrl rnoono arinki 100n MOM ''CERTIFICATE- 'OF INSURANCE PRoouCREBSAMEN INSURANCE/SPRINGDALE 1501 West Sunset P. 0. BOX.829 ;Springdale,.. AR 727650829„ CODE SUB -CODE • y ISSUE DATE}MMIf O/1J)n 1 1i `i/11 . THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW INSURED Ci• -,W. Construction "Route7 'HFayettevi l le, -;.;;;AR 727010000 COMPANY A LETTER PI • COMPANY B LETTER COMPANIES AFFORDING COVERAGE - U. S. Fi.delity..& Guaranty...Co.. COMPANY C. LETTER COMPANY D LETTER COMPANY E LETTER .COVERAGES t 'rt,.,.L ry-., s .... i+Ji r+ansa> - .+&=:x,L.s6.�:r h... ..,� ,st. - ;..' y,,.�,• .- s; r.,.,vv..;,:.ar,...'i. THIS• IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. LTR TYPE OF INSURANCE POLICY NUMBER POLICY EFFECTIVE POLICY EXPIRATION' ALL LIMITS IN THOUSANDS DATE (MM/DD/(Y) DATE (MM/DDIYV) ' GENERAL LIABILITY COMMERCIAL GENERAL LIABILITY CLAIMS MADE OCCUR.) OWNER'S & CONTRACTOR'S PROT. AUTOMOBILE LIABILITY !.I ANY AUTO ( ALL OWNED AUTOS 1 'SCHEDULED AUTOS HIRED AUTOS NON -OWNED AUTOS • GARAGE LIABILITY EXCESS LIABILITY OTHER THAN UMBRELLA FORM WORKER'S COMPENSATION AND EMPLOYERS' LIABILITY OTHER .ri3904845 90 0 DESCRIPTION OF OPERATIONS!LOCATIONS/VEHICLESISPECIAL ITEMS RE: CITY OF FAYETTEVILLE CERTIFICATE HOLDER McGoodwin, Williams & Yates, Inc. '1909 Rolling Hills Drive Fayetteville, AR 72701 s ittedoeszepuelemtejece ACORD 25-5111-891 ` 10/04/90 10/04/91 CANCELLATION GENERAL AGGREGATE $ PRODUCTS-COMP/OPS AGGREGATE: $ F PERSONAL & ADVERTISING INJURY j $ EACH OCCURRENCE j$ is FIRE DAMAGE (Any one (ire) $ MEDICAL EXPENSE (Any one person) i $ .1... ........____ .....___ ,–._. ' COMBINED _ SINGLE $ LIMIT BODILY INJURY ; $ (Per person) BODILY INJURY $ (Per accident) PROPERTY $ DAMAGE EACH AGGREGATE �. OCCURRENCE STATUTORY .. y� $ $10 0 (EACH ACCIDENT) $ $500 (DISEASE—POLICY LIMIT) $ $100 ;(DISEASE—EACH EMPLOYEE DH SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, THE ISSUING COMPANY WILL ENDEAVOR TO MAIL 030 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT BUT FAILURE TO MAIL SUCH NOTICE SHALL IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE COMPANY. ITS AGENTS OR REPRESENTATIVES. AUTHORIZED RE f RESENTATIVE CACORD CORPORATION 1969 1. -1. CONTRACT ASHTD '. t 2/ - �y�9 MICROFILMED SPECIFICATIONS AND CONTRACT DOCUMENTS 8" WATER LINE RELOCATION Relative to Highway 156 Reconstruction FAYETTEVILLE, ARKANSAS AHTD Job R40059 Plans No. Fy-196 October 1990 McGOODWIN, WILLIAMS AND YATES, INC. CONSULTING ENGINEERS FAYETTEVILLE, ARKANSAS 0 1990 McGoodwin, Williams and Yates afazive API? 2 61991 This document has important legal consequences: consultation with an attorney is encouraged with respect to its completion or modification. • 1 1 1 1 STANDARD GENERAL CONDITIONS OF THE CONSTRUCTION CONTRACT Prepared by Engineers' Joint Contract Documents Committee askiwaR F ENGINEER* 1g18gpN31- and Issued and Published Jointly By AMERICAN SOCIETY OF CIVIL ENGINEERS MOUNDED 1852 PROFESSIONAL ENGINEERS IN PRIVATE PRACTICE A practice division of the NATIONAL SOCIETY OF PROFESSIONAL ENGINEERS AMERICAN CONSULTING ENGINEERS COUNCIL AMERICAN SOCIETY OF CIVIL ENGINEERS CONSTRUCTION SPECIFICATIONS INSTITUTE This document has been approved and endorsed by E The Associated Gene... ' c,,..tractors of America These General Conditions have been prepared for use with the Owner -Contractor Agreements (No. 1910 -8 -A -I or 1910-8-A-2, 1983 editions). Their provisions arc interrelated and a change in one may necessitate a change in the others. Comments concerning their usage are contained in the Commentary on Agreements for Engineering Services and Contract Documents, No. 1910-9, 1981 edition. For guidance in the preparation of SupplLmentary Conditions, see Guide to the Preparation of Supple- mentary Conditions (No. 1910-17, 1983 edition). When bidding is involved, the Standard Form of Instructions to Bidders (No. 1910-12, 1983 edition) may be used. No. 1910-8 (1983 Edition) ©1983 National Society of Professional Engineers 2029 K Street, N.W., Washington, D.C. 20006 American Consulting Engineers Council 1015 15th Street, N.W., Washington, D.C. 20005 American Society of Civil Engineers 345 East 47th Street, New York, NY 10017 Construction Specifications Institute 601 Madison St., Alexandria, VA 22314 1 1 1 1 1 t 1 1 1 1 1 1 1 1 1 1` ADDENDUM NO. 2 8 INCH WATER LINE RELOCATION Relative to Highway 156 Reconstruction FAYETTEVILLE, ARKANSAS AHTD Job R40059 Plans No. Fy-196 Dated October 1990 The Specifications and Contract Documents and Plans for the above project are hereby changed, amended or clarified in the following particulars. SPECIFICATIONS AND CONTRACT DOCUMENTS SECTION 5 BID Page 5-4 enclosed shall be permanently affixed (by taping or stapling) over the page 5-4 bound in the Specifications and Contract Documents. The page 5-4 enclosed shall be used when submitting Bid. (Quantity of Bid Item 8 is increased; and Bid Item 15A has been added.) SECTION 1200 - METHODS OF MEASUREMENT AND PAYMENT 1) On page 1200-2, under Bid Items 7 and 8 - Valves, add the following sentence: Payment for 2 inch gate valve shall also include tapping saddle and necessary 2 inch pipe for connection of saddle to gate valve. 2) On page 1200-3, after the paragraph setting out payment for Bid Item 15, add the following paragraph: Bid Item 15A - Concrete Repair Repair of concrete driving surfaces, complete in place. The price bid shall include saving and replacing existing subgrade material, compaction, furnishing all the necessary labor, equipment and material to repair concrete surfaces. aittinto APR 2 61991 1 1 1 1 1 1 1 1 1 1 1 1 PLANS SHEET 2 The driveway near Highway Station 27+00 is now exposed aggregate concrete; see Bid Item 15A. SHEET 6 Attached is a Plan showing an existing 2 inch water line. March 12, 1991 McGoodwin, Williams and Yates, Inc. Consulting Engineers 909 Rolling Hills Drive Fayetteville, Arkansas 72703 (501)443-3404 Item Estimated 1 No. Quantity Description of Item and Unit or Lump Sum Price Bid 8. 3 Each, 2" Gate Valve, complete in place 1 dollars( )/Each $ 9. 2,000 Pounds, Light -Weight (Compact) Ductile I Iron Fittings, with reaction backing and tie to existing system, complete in place Idollars( )/Lb. 10. 11 Each, Fire Hydrant Assembly, complete in place 1 dollars( )/Each 11. 1 Each, 1" Service Setting, including I meter box and meter box setter, complete in place dollars( )/Each I 12. 20 Each, 5/8" x 3/4" Service Setting, including meter box and meter setter, 1 complete in place dollars( )/Each 1 13. 150 Linear Feet, Crushed Stone Base (12" depth) for county road, street, driveway and parking lot crossings, complete in place dollars( )/L.F. I 14. 10 Linear Feet, Class 8 Concrete, complete in place dollars( )/L.F. II15. 1 Each, Relocation of Existing Fire Hydrant, including tapping sleeve and valve and ' plugging of existing Fire Hydrant valve, complete in place Idollars( )/L.F. 15A. 20 Square Yards, Concrete Repair, complete in place ' dollars( )/S.Y. TOTAL BID, SCHEDULE A $ 1 5-4 Total Amount Addendum No. 2 1 1 1 1 STANLEY POTTS 0 rn 1" WATERLINE CROSSING NO. 8. SEE PROFILE THIS SHEET X X INSTALL NEW SERVICE SETTING 1 ■ INSTALL 2" PVC CASING X X- '7C EDGE OF SHOULDER --EDGE OF SMOULDER -- EXISTING 8" WATERLINE TO BE ABANDONED1 W M. _ CONSTRUCT 8" WATERLINE R\W 9 INSTANEW SERVICE SETTING INSTALL 2" SADDLE AND GATE VALVE 1 GEORGE GRAY �( 1 INSTALL FIRE HYDRANT ASSEMBLY EXISTING 2" PVC WATER LINE R\W ATTACHMENT TO ADDENDUM NO. 2 JOB NO. FY -196 SCALE: 1 '=50' 1 1 1 1 1 1 1 1 1 1 II ADDENDUM NO. 1 8 INCH WATER LINE RELOCATION Relative to Highway 156 Reconstruction FAYETTEVILLE, ARKANSAS AHTD Job R40059 Plans No. Fy-196 Dated October 1990 The Specifications and Contract Documents and Plans for the above project are hereby changed, amended or clarified in the following particulars: SPECIFICATIONS AND CONTRACT DOCUMENTS SECTION 5 - BID Page 5-3 enclosed shall be permanently affixed (by taping or stapling) over the page 5-3 bound in the Specifications and Contract Documents. The page 5-3 enclosed shall be used when submitting Bid. (Quantity of Bid Item 5 is decreased; and Bid Item 5A has been added.) SECTION 411 - DUCTILE IRON PIPE On page 411-3, paragraph B.8. Tapping Sleeves, shall be deleted and the following paragraph inserted in its place: 8. Tapping Sleeves. Tapping sleeves shall be Smith & Blair No. 622. Sleeve shall be epoxy -coated, with stainless steel bolts, and shall be equipped with a test plug. SECTION 461 - PIPE PROTECTION COVER AND COMPACTED BACKFILL On page 461-1, under paragraph C.1. Pipe Protection Cover, the first paragraph shall be deleted and the following inserted in its place: 1. Pipe Protection Cover a. Ductile Iron Pipe. Pipe protection cover to a depth of 12 inches above the top of the pipe shall consist of select material free from rocks larger than 2 inches, and may require hand placement. However, should the material excavated from the trench be completely free of rock larger than 2 inches, the trench may be machine backfilled. Should the excavated material not be suitable for machine backfill or hand placement, the Contractor may, at his option, use crushed 2 limestone (AHTD SB -2) to a depth of 6 inches above the top of the pipe. The trench may then be backfilled as outlined below. Polyvinyl Chloride Pipe. Pipe protection cover to a depth of 8 inches above the top of the pipe shall be crushed limestone (AHTD SB -2). SECTION 1200 METHODS OF MEASUREMENT AND PAYMENT On page 1200-1, last paragraph on page, Bid Item No. 5A shall be added to the title so that it reads, "Bid Items 5, 5A and 6 - Steel and PVC Casing - (including Open Trench)." PLANS SHEET 6 1) Under Water Line Crossing No. 1 section, change heading from 1" to 2". 2) Under Water Line Crossing No. 1 section, change 2" PVC casing to 4" PVC casing. 3) Under Water Line Crossing No. 4 section, change heading from 2" to 1". 4) Under Water Line Crossing No. 5 section, change heading from 2" to 1". March 7, 1991 McGoodwin, Williams and Yates, Inc. Consulting Engineers 909 Rolling Hills Drive Fayetteville, -Arkansas 72703 (501)443-3404