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HomeMy WebLinkAbout2001-0590j- 5`l INDIAN RIVER COUNTY VET 4 Board of County Commissioners I), II-tI iiii III 4It t tIIIII `1I 11Itt'% Project No: UW 00-11 DS WESTWOOD SUBDIVISION WATER ASSESSMENT PROJECT Indian River County Bid No:3033 1I ti• WESTWOO[) • WAFER ASSESSMEN I PROJECT iNfl AN RtVFR COUNTY, FLORIDA •Y SITE LOCATION MAP N. r. s. TABLE OF CONTENTS DIVISION O- BIDDING AND CONTRACT REQUIREMENTS 00020 Ads'vsi neat tar Bits 00100 htsernctioa to OWNS 00310 Bid Farm OOS30 Standard Form o(Aoanmem F:i('DC Asreevnri Owaee and C=Wocm i 00610 Coaatrncikm Pmtonoaa� , Baud 00620 Caaorocdoa Pl piuil Band 00700 (leastsI Ci 1- as 00000 SePplataaalary Caedieierts DIVISION I GENERAL REQUl3>MS 01000 01023 01060 01090 01152 011%) 01201 01)11 01)40 013' 1 01410 01410 01560 rr1t,00 411700 u1710 o1720 u1740 1 ►1VIft1N : • %ttl WORK Smtmwy d War6 Mlmueearr� l l and Pqt Sulam) Raq.Eum t attd Nadlkrtloa Rttisatloe Staudt App5lw- cbmw orris Proo.dis m Ptaramtnrcikm Caelfetaioe Caasanctloa lielednics Shop Dtawtftk Prado a Dan and Samples Aoduo►Ylenei Do Town% L__, Seerk - Tmtporsy I ____ T") CaatroY MrmW twd Sgolpmwtt Ca4 1 CURO-00 Pts Rsaord Iaocamob Wanatt s and Bob r r, 1 1 '• Trur Pr s char and Trsrannts I Iren(tls+aIawllalwa of Wats Mao b7 I)Ut t .l Baru g (1 t f l l Dewaernts �,,, 11�, (irsoains I ' i 1f, Pamerneat. Sidewalk. and Dfveway RapIacaaem u u' n 1 u RastraiMd !aims, Facavatiou. and Ba I felons Water Mains, Polyvinyl (blonde Pipe 11 t•. s Water Maine. Cuctik lion Pipe and Fmmp 02627 Water Mains NielDensity Polyclbyknc 02M0 Testing and bapection of Water Mans ADVERTISEMENT FOR BIDS INDIAN RIVER COUNTY Indian River County will receive sealed bids until 2:00 P.M. on January 17, 2001. Each bid shall be submitted in a sealed envelope and shall bear the name and address of the bidder on the outside and the words "Westwood Subdivision Water Assessment Project". All bids, either mailed or walked in, will be received by the Purchasing Division, 2625 19's Avenue, Vero Beach, Florida, where they will be opened publicly and read aloud at 2:00 PM. All bids received after 2:00 P.M., of the day specified above, will be returned unopened- UTILILTIES ASSESSMENT PROJECT NO. UW-0O-I I -DS INDIAN RIVER COUNTY BID #3033 CONSTRUCTION OF WESTWOOD SUBDIVISION WATER ASSESSMENT PROJECT All material and equipment furnished and all work performed shall be strict accordance with the Flans, specifications, and contract documents pertaining thereto, which may be obtained from the Indian River County Utilities Department, 1840 25'" Street, Vero Beach, Florida 32960 (561- 567-8000 x 1822). Copies of the plans and the specifications containing the necessary contract documents may be obtained by deposit of a check made payable to Indian River County, in the amount of One Hundred Dollars ($100.00) for each set, which represents cost of printing, handling and mailing and is non refundable. All bids shall be submitted in duplicate on the Bid Proposal forms provided within the specifications. A BID BOND must accompany each Bid, and be properly executed by the Bidder and by a qualified surety, or certified check or cashier's check on any bank authorized to do business in the State of Florida, in the sum of not less than five percent (5%) of the total amount of bid, made payable to Indian River County Board of County Commissioners. In the event the Contract is awarded to the Bidder, he will enter into a Contract with the County and furnish the required Performance and Payment Bond. If he fails to do so, he shall forfeit the said Itid llund as liquidated damages. hue County reserves the right to delay awarding of the Contract for a period of sixty (60) days after the bid opening to waive informalities in any bid, or reject any or all bids in whole or in part with or without cause/or to accept the bid that, in its judgement, will serve the best interest of Indian River County Florida. A Pre -Bid Conference meeting will be held on Wednesday, January 03, 2001 at 10:00 A.M., in the first floor Conference Room "B" of the Indian River Comity Administration Building located at 1840 25'h Street, Veto Beach, Florida 32960. INDIAN RIVER COUNTY PURCHASING MANAGER For Publication in the Vero Beach Press Journal (Date(s): December 22, 2000 Please furnish tear sheet and Affidavit of Publication to: December 29, 2000 INDIAN RIVER COUNTY PURCHASING DIVISION 2625 19" Avenue, Vero Beach, FL 32960 00020 - l ADVERTISEMENT FOR BBID r Illuhuet(l I 11,1 IY-I,N(iIN- As,cssmenl I'ru)ecls\Westusxxl Subdivision 1'thttnn Wxler Project - IJCI'M923%id ducslbod spec bouk\)W20 (UGO00100.FMT):aa SECTION 00100 INSTRUCTIONS TO BIDDERS (Based Upon EJCDC No. 1910-12, 1983 Ed.) DEFINED TERMS Terms used in these Instructions to Bidders which are defined in the Standard General Conditions of the Construction Contract (No. 1910-8, 1983 ed.) have the meanings assigned to them in the General Conditions. The term "Bidder" means one who submits a bid directly to Owner, as distinct from a sub -bidder, who submits a bid to a Bidder. The term "Successful Bidder" means the lowest, qualified, responsible and responsive Bidder to whom Owner (an the basis of Owner's evaluation as hereinafter provided) makes an award. The term "Bidding Documents" includes the Advertisement or Invitation to Bid, Instructions to Bidders, The Bid Form, and the proposed Contract Documents (including all Addenda issued prior to receipt of Bids). 2. COPIES OF BIDDING DOCUMENTS 2.1 Complete sets of the Bidding Documents in the number and for the deposit sum, if any, stated in the Advertisement or Invitation to Bid may be obtained from Engineer. 2.2 Complete sets of Bidding Documents must be used in preparing Bids; neither Owner nor Engineer assumes any responsibility for errors or misinterpretations resulting from the use of incomplete sets of Bidding Documents. 2.3 Owner and Engineer, in making copies of Bidding Documents available on the above terms, do so only for the purpose of obtaining Bids on the work and do not confer a license or grant for any other use of the Bidding Documents. 3. QUALIFICATIONS OF BIDDERS To demonstrate quaSfcations to perform the work, each Bidder must be prepared to submit, within five days of Owner's request, written evidence, such as financial data, previous experience, present commitments, and other such data as may be necessary to prove to the satisfaction of the Owner that the Bidder is qualified by experience to do the work and is prepared to complete the work within the stated time period. 00100-1 EXAMINATION OF CONTRACT DOCUMENTS AND SITE 4.1 It is the responsibility of each Bidder, before submitting a bid, to (a) examine the Contract Documents thoroughly, (b) visit the site to become familiar with local conditions that may affect cost progress, performance, or furnishing of the work, (c) consider federal, state, and local laws and regulations that may affect costs, progress, performance, or furnishing of the work, (d) study and carefully correlate Bidder's observations with the Contract Documents, and (e) notify Engineer of all conflicts, errors, or discrepancies in the Contract Documents. 4.2 Reference is made to the Supplementary Conditions for identification of: 4.2.1 Those reports of explorations and tests of subsurface conditions at the site which have been utilized by Engineer in preparation of the Contract Documents. Bidder may rely upon the accuracy of the technical data contained in such reports, but not upon non -technical data, interpretations, or opinions contained therein or for the completeness thereof the purposes of bidding or construction. To obtain access to the site, the following shall be contacted: Aaron J. Bowles P.E. Environmental En ineer Project work site is located within the Dixie Heights and Dixie Gardens Subdivision road right-of-ways, as shown on the construction plans. 4.2.2 Those drawings of physical conditions in relation to existing surface and subsurface conditions (except underground facilities) which are at or contiguous to the site which have been utilized by Engineer in preparation of the Contract Documents. Bidder may rely upon the accuracy of thy technical data contained in such drawings, but not upon the completeness thereof for the purposes of bidding or construction. Copies of such reports and drawings will be made available by Owner to any Bidder on request. Those reports and drawings are not part of the Contract Documents, but the technical data contained therein upon which Bidder is entitled to rely as provided in Paragraphs 4.2.1 and 4.2.2 are incorporated therein by reference. Such technical data has been identified and established in the Supplementary Conditions. 4.3 Information and data reflected in the Contract Documents with respect to underground facilities at or contiguous to the site is based upon information and data furnished to Owner and Engineer by owners of such underground facilities or others, and Owner does not assume responsibility for the accuracy or completeness thereof unless it is expressly provided otherwise in the Supplementary Conditions. 00100-2 I- 4.4 Provisions concerning responsibilities for the adequacy of data furnished to prospective Bidders on subsurface conditions, underground facilities and other physical conditions, and possible changes in the Contract Documents due to differing conditions appear in Paragraphs 4.2 and 4.3 of the General Conditions. 4.5 Before submitting a Bid, each Bidder will, at Bidder's own expense, make or obtain any additional examinations, investigations, explorations, tests, and studies, and obtain any additional information and data which pertain to the physical conditions (surface, subsurface and underground facilities) at or contiguous to the site or otherwise which may affect cost, progress, performan:e, or furnishing of the work and which Bidder deems necessary to determine its Bid for performing and furnishing the work in accordance with the time, price and other terms and conditions of the Contract Documents. 4.6 On request in advance, Owner will provide each Bidder access to the site to conduct such explorations and tests as each Bidder deems necessary for submission of a Bid. Bidder shall fill all holes, clean up, and restore the site to its former condition upon completion of such explorations. 4.7 The lands upon which the work is to be performed, right-of-way and casements for access thereto and other lands designed for use by the Contractor in performing the work arc identified in the Contract Documents. All additional lands and access thereto required for temporary construction facilities or storage of materials and equipment are to be provided by and paid for by the Contractor. Easements for permanent structures or permanent changes in existing structures are to be obtained and paid for by the Owner unless otherwise provided in the Contract Documents. 4.8 The submission of a Bid will constitute an incontrovertible representation by Bidder that Bidder has complied with every requirement of this Article 4, that without exception the Bid is premised upon performing and furnishing the work required by the Contract Documents and such means, methods, techniques, sequences or procedures of construction as may be indicated in or required by the Contract Documents, and that the Contract Documents are sufficient in scope and detail to indicate and convey understanding of all terms and conditions for performance and furnishing of the work. INTERPRET IATIONS AND ADDENDA 5.1 All questions about the meanings or intent of the Contract Documents are to be directed to the Utilities Department staff - Aaron J. Bowles, P.E., Environmental Engineer with Indian River County Utilities. Interpretation or clarifications considered necessary by Engineer in response to such questions will 00100-3 be issued by Addenda mailed or delivered to all parties recorded by Engineer as having received the Bidding Documents. Questions received less than ten days prior to the date for the opening of Bids may not be answered. Only questions answered by formal written Addenda will be binding. Oral and other interpretations or clarifications will be without legal effect. 5.2 Addenda may also be issued to modify the Bidding Documents as deemed advisable by Owner or Engineer. 6. BID SECURITY 6.l Each Bid must be accompanied by Bid security made payable to Owner in an amount of five percent of the Bidder's maximum bid price and in the form of a certified or bank check or a Bid Bond issued by a surety meeting the requirements of Paragraph 5.1 of the General Conditions. 6.2 The Bid security of the Successful Bidder will be retained until such Bidder has executed the Agreement and furnished the required Contract security, whereupon the Bid security will be returned. If the Successful Bidder fails to execute and deliver the Agreement and furnish the required Contract security within fifteen days after the Notice of Award, Owner may annul the Notice of Award, and the Bid security of that Bidder will be forfeited. The Bid security of other Bidders whom Owner believes to have a reasonable chance of receiving the award may be retained by the Owner until the earlier of the seventh day after the effective date of the Agreement or the sixty-first day after the Bid opening, whereupon Bid security furnished by such Bidders will be returned. Bid security with bids which arc not competitive may be returned before the end of the sixty-day period. 7. CONTRACT TIME The number of days within which, or dates by which, the work is to be substantially completed and also complete and ready for final payment (the Contract "Time) are set forth in the Bid Form and the Agreement. 8. LIQUIDATED DAMAGES Provisions for liquidated damages, if any, are set forth in the Agreement. 9. SUBSTITUTE OR "OR EQUAL" ITEMS The Contract, if awarded, will be on the basis of materials and equipment described in the Drawings or specified in the Specifications without consideration of possible substitute or 00100-4 p. "or equal" items. Whenever it is indicated in the Drawings or specified in the Specifications that a substitute or "or equal" item of material or equipment may be furnished or used by Contractor if acceptable to Engineer, application for such acceptance will not be considered by Engineer until after the Effective Date of the Agreement. The procedure for submission of any such application by Contractor and consideration by Engineer is set forth in Paragraphs 6.7.1, 6.7.2, and 6.7.3 of the General Conditions and may be supplemented in the General Requirements. It) liii)Irrl?M 10.1 The Bid Form is included with the Bidding Documents; additional copies may be obtained from Engineer (or the issuing office). 10.2 All blanks on the Bid Form must be completed in ink or by typewriter. 10.3 Bids by corporations must be executed in the corporate name by the president or a vice president (or other corporate officer accompanied by evidence of authority to sign) and the corporate seal must be affixed and attested by the secretary or an assistant secretary. The corporate address and slate of incorporation must be shown below the signature. I tt l Bids by partnership must be executed in the partnership name and signed by a partner, whose title must appear under the signature, and official address of the partnership must be shown below the signature. I U All names must be typed or printed below the signature. I 0A, The Bid shall contain an acknowledgment of receipt of all Addenda (the number of which must be filled in on the Bid Form). Ii) l The address and telephone number for communications regarding the Bid must be shown. I I SUBMISSION OF BIDS Bids shall be submitted at the time and place indicated in the Advertisement or Invitation to Bid and shall be enclosed in an opaque sealed envelope, marked with Project title (and, if applicable, the designated portion of the Project for which the Bid is submitted) and name and address of the Bidder and accompanied by the Bid security and other required documents. If the Bid is sent through the mail or other delivery system, the sealed envelope shall be enclosed in a separate envelope with the notation "BID ENCLOSED" on the face of it. III The Bidder shall submit the Bid in duplicate on the forms, or an exact 00100-5 copy of the forms, furnished herewith. The blank spaces on the Bid Form shall be filled in correctly for each Bid Item for which a Bid is submitted. 11.2 The Owner will consider only those bids received from parties who have obtained Contract Documents directly from the Owner or the Owner's Engineer. Contract Documents are not transferable to other parties for bidding purposes. Bids received from firms whose names are not recorded by the Owner or the Engineer as having secured documents for this Contract will be rejected. 12. MODIFICATION AND WITHDRAWAL OF BIDS 12.1 Bids may be modified or withdrawn by an appropriate document duly executed (in the manner that a Bid must be executed) and delivered to the place where Bids are to be submitted at any time prior to the opening of Bids. 12.2 If, within two business days after Bids are opened, any Bidder files a duly signed, written notice with Owner and promptly thereafter demonstrates to the reasonable satisfaction of Owner that there was a material and substantial mistake in the preparation of its Bid, that Bidder may withdraw its Bid and the Bid security will be returned. Thereafter. that Bidder will be disqualified from further bidding on the work to be provided under the Contract Documents. 13. OPENING OF BIDS Bids will he opened and (unless obviously non•responsivc) read aloud puhlicly, An abstract of the amounts of base Bids and major alternates (if any) will he made available to Bidders after the opening of Bids. 14. BIDS TO REMAIN SUBJECT O1; ACCEPTANCE All bids will remain subject to acceptance for sixty days after the day of the Bid opening, but the Owner may, in its sole discretion, release any Bid and return the Bid security prior to that date. 15. AWARD OF CONTRACT 15.1 Owner reserves the right to reject any and all Bids, to waive any and all informalities not involving price, time, or charges in the work, and to negotiate contract terms with the Successful Bidder, and the right to disregard all non -conforming, non -responsive, unbalanced, or conditional Bids. Also, Owner reserves the right to reject the Bid of any Bidder if 00100-6 Owner believes that it would not be in the best interest of the Project to make an award to the Bidder, whether because the bid is not responsive or the Bidder is unqualified or of doubtful financial ability or fails to meet any other pertinent standard or criteria established by Owner. Discrepancies in the multiplication of units of work and unit prices will be resolved in favor of the unit prices. Discrepancies between the indicated sum of any column of figures and the correct sum thereof will be resolved in favor of the correct sum. 15.2 In evaluating Bids, Owner will consider the qualifications of the Bidder. whether or not the Bids comply with the prescribed requirements, and such alternates, unit prices, and other data, as may be requested in the Bid Form or prior to the Notice of Award. 15.3 Owner may consider the qualifications and experience of subcontractors, suppliers, and other persons and organizations proposed for those portions of the work as to which the identity of subcontractors, suppliers, and other persons and organizations must be submitted as provided in the Supplementary Conditions. Owner may consider the operating costs, maintenance requirements, performance data and guarantees of major items of materials and equipment proposed for incorporation in the work when such data is required to be submitted prior to the Notice to Award. 15.4 Owner may conduct such investigations as Owner deems necessary to assist in the evaluation of any Bid and establish the responsibility. qualifications, and financial ability of Bidders, proposed subcontractors, suppliers, and other persons and organizations to perform and furnish the work in accordance with the Contract Documents to Owner's satisfaction within the prescribed time. 15.5 If the Contract is to be awarded, it will be awarded to the lowest Bidder whose evaluation by Owner indicates to Owner that the award will be in the best interests of the Project. 1 5.6 If the Contract is to be awarded, Owner will give the Successful Bidder a Notice of Award within sixty days after the day of the Bid opening. 15.7 More than one Bid from an individual, firm, partnership, corporation, or association under the same or different names will not be considered. Reasonable grounds for believing that one Bidder is financially interested in more than one proposal for the same work will cause the rejection of all proposals in which such Bidders arc believed to be interested. Any or all proposals will be rejected if there is reason to believe that collusion exists among the Bidders, and no participants in such collusion will be 00100-7 P - considered in future proposals for the same work. I5.8 Within ten (10) calendar days of the date of award of the Contract, the Bidder to whom the Contract is awarded shall execute and deliver the necessary documents entering into the Contract with the Owner. Payment Bond for the total amount of the Bid and Performance Bond for 125% of the Bid shall have been furnished, executed, and delivered before the Contract will be executed by the Owner. 15.9 Failure upon the part of the Bidder to whom the Contract has been awarded to execute and deliver the Contract and the Surety Corporation Bond in the manner and within the time provided shall be just cause for annulment of the award and for the exclusion of the Bidder from bidding on subsequent projects, at the Owner's discretion. It is understood and agreed by said Bidder, that if the award is annulled for the above persons, the certified check or Bid Bond shall become the property of the Owner, not as a penalty, but as liquidated damages. 16, CONTRACT SECURITY Paragraph 5.1 of the General Conditions and the Supplementary Conditions set forth Owner's requirements as to Performance and Payment Bonds. When the Successful Bidder delivers the executed Agreement to Oviier. it must be accompanied by the required Performance and Payment Bonds. The Performance Hond shall contain a specific provision that delay damages are covered by the Pertcrrmance Bond. 17, SIGNING OF AGREEMENT When Owner gives Notice of Award to the Successful Bidder, it will be accompanied by the required number of unsigned counterparts of the Agreement with all other written Contract Documents attached. Within ten days thereafter, Contractor shall sign and deliver the required number of counterparts of the Agreement and attached documents to Owner with required bonds. Within a reasonable time thereafter, Owner shall deliver one fully signed counterpart to Contractor. Each counterpart is to be accompanied by a complete set of the drawings with appropriate identification. END OF SECTION 00100-8 L. (UGC00310.FMT):aa SECTION 00310 131D FORM (Based Upon EJCAC No. 1910-18, 1983 Ed.) PROJECT IDENTIFICATION: WESTWOOD SUBDIVISION WA'f[:R ASSESSMENT THIS BID IS SUBM1"ITED TO: Indian River County 2625 I91h Avenue Vero Beach, FL 329t,U The undersigned Bidder proposes and agrees, if this Bid is accepted. to enter into an agreement with Owner in the form included in the Contract Documents to perform and furnish all work as specified or indicated in the Contract Documents for the Contract Prig. and within the Contract Time indicated in the Contract Documents and in accordance with the other terms and conditions of the Contract Documents. 2. Bidder accepts all of the terms and conditions of the Advertisement or Invitation to Bid and Instructions to Bidders, including without limitation those dealing with the disposition of Bid Security. This Did will remain subject to acceptance for sixty days after the day of Bid opening. Bidder will sign and submit the Agreement with the bonds acid other documents required by the Bidding Requirements within ten days after the date of Owner's Notice of Award. 3. In submitting this Bid, Bidder represents, as mntnc fully set forth in the Agreement. that: (a) Bidder has examined copies of all the Bidding Documents and of the following Addenda (receipt of all which is hereby acknowledged): bate tlIAL 111 �,'A._ III 00310-1 Number (b) Bidder has familiarized itself with the nature and extent of the Contract Documents, the work, site, locality, and all local conditions and laws and regulations that in any manner may af#ect cost, progress, performance or finishing of the work. (c) Bidder has studied carefully all reports and drawings of subsurface conditions and drawings of physical conditions which are identified in Paragraph SC -4.2 of the Supplementary Conditions of the extent of the technical data contained in such reports and drawings upon which Bidder is entitled to rely. (d) Bidder has obtained and carefully studied (or assumes responsibility for obtaining and carefully studying) all such examinations, investigations, explorations, tests, reports and studies (in addition to or to supplement those referred to in (c) above) which pertain to the subsurface or physical conditions at or contiguous to the site or otherwise may affect the cost, progress, performance or furnishing of the work as Bidder considers necessary for the per€ormance or furnishing of the work at the contract price, within the contract time and in accordance with the other terms and conditions of the contract documents, including specifically the provisions of Paragraph 4.2 of the General Conditions; and no additional examination, investigations, explorations, test, reports, studies or similar information or date or will be required by Bidder for such purposes. (c) Bidder has reviewed and checked all information and data shown or indicated on the Contract Documents with respect to existing underground facilities at or contiguous to the site and assumes responsibility for the accurate location of said underground facilities. No additional eKarnrnations, investigations. explorations, tests, reports, studies or similar imform.rtlon or data in respect of said underground facilities are or will be required by 111thicr in order to perform and furnish the work at the contract price, within the corrtsmr t time and in accordance with the other terms and condition of the Contract Documents, including specifically the provisions of Paragraph 4.3 of the General Conditions. (1) Bidder has correlated the results of all ,ui h observations, examinations. investigations, explorations, tests, reports and studies with [lie terms and conditions of the Contract I)ocnrrrents. (g) Bidder'•as given Engineer written notice of all conflicts, errors or discuepancics that it has discovered in the Contract Documents and the written resolution tlrereofby Engineer is acceptable to Bidder. (h) This bid is genuine and nut made in the interest of or oil behalf of any undisclosed person, firm, or corporation and is not submitted in conformity with any agreement or rules of any group, association, organization or corporation; Bidder has not directly or indirectly induced or solicited any other Bidder to submit a 00310-2 false or sham Bid; Bidder has not solicited or induced any person, firm or corporation to refrain from bidding; and Bidder has not sought by collusion to obtain for itself any advantage over any other Bidder or over Owner. 4. Bidder will complete and include with the bid the Schedule of Bid Items attached to this Proposal, The quantities shown on the Schedule of Bid Items arc approximate quantities to be used for the purpose of comparing bids. The actual quantities may vary. It is further understood that the actual amount of the Agreement, and payments thereunder, will be based upon the actual quantities placed into Chic work. 5. Bidder agrees that the work will be cumhlcted in accordance with the following time frtmlc (a) Within 3Q calendar days from effective date of Notice to Proceed, Contractor shall complete the following tasks: I. Obtain all necessary permits. 2. Receive approved shop drawings for all materials and equipment to be utilized in the job. 3. Perform all photographic recording and documentation of conditions prior to construction. 4. Locale all c\istiug utilities in the area of work. 5. Mot u I v,- .i I I labor, equipment, and materials. 6. Deliver and store all equipment and materials to the job site. 7. Notify all utilities and other affected parties prior to initiating construction. (b) From 31 calendar days to 75 calendar days from the effective date of Notice to Proceed, time CONTRACTOK shall complete the following tasks: I . Install all pipe and appurtenant items. 2. Perform all testing. 3. Restore all disturbed areas to their preconstruction condition. 4. Correct all deliciencies noted by tingincvr. Completion of all tasks outlined above (i.e., Subparagraphs a and 1,) cunstilutc Substantial (ompletion. c) From 76 calendar days to 1l) calendar days from the effective date of Notice to Proceed, the CONTRACTOR shall complete the ti►Ilowing tasks: I. Clean up project area. 2. Remove all equipment and material from project site. I'erlurm contract close-out procedures. 00310-3 Completion of all tasks outlined above (i.e., Subparagraphs a, b, and c) constitute Final Completion. 6. The following documents are attached to and made a condition of this Bid: (a) Schedule of Bid Items. (b) Required Bid Security in the Form of Insurance. 7. Conununications conceming this Bid sitall be addressed to: Aaron). Bowles. P.E;. Environmental Engineer (561) 567-8000 x 1822 The address of Bidder indicated below is as follows: f17 8. The terms used in this Bid which arc defined in the General Conditions of the Construction Contract include as part of the Contract Documents have the ntcaniugs assigned to there in the General Conditions. St1RRMI'FFLI)ON: 9_I..'W.4z. L I� %C'1 00310-4 im I Indian Ritter Counts• Departrcat of L'nbncs Project: 'VESTV. OOD SL BDI.l5IO". Description: FUR.5m AND I STALL 't %TER DISTRIBUTION SYSTEM 7 c - 016 - /fn FITS I w\ ! tC•C`' t• te,�", WS-d!-t,sl'r- 7i _i 4'/Il•CC ,31,.. c`C /7C.CC 6I I i ^ 4 1C I G 1 >' ' • CC _ 4 I L4M'C*TF RF.cF R tiTin\ - ns w RILt7ATTrr, f i. C L' I fa FCrciAC. ;r .. I ,r.I A,L use I ► r 1.�+C �iL'�a7.'7t, 4;: - r ILA, h L Total Est. Conttructioo Cost: The conwucnon cf slater main shat; :nc'.a.ie. tu:.s -ct , :^.:ed :o. ,ues etpluraaa+. eoord rem on %►ah ars rerm,tnng agencies, trenching. do renng, installation of; •.r Nrfh finings and all appurenances. :e; trainers. and sod compaction, d:s;nfecrror,, to:: -.s •- ;u'.es pro•..drr6 temporary Jwrtper or ancIhc arpfos-d method lot disinfection and Rush.ngl imp -ion rera:r, as-ta': drawings and trafrc control The PVC p:pe si:aH be C-900 and :he DIP pare sha'' .e r:esr;;!c class ?f': DIP per Indian River Carry Ltd,ry Sindwds and Spenficatrons {11 must have a metal thicknels equal or execedirg :he Class 50+ The Co^t:actar shall clearly specify the one used Cl the ":d Cer.:-a' -sill be proded v.nh espy oleonsrru. t! n plans rn .AUTOCAD format which ,nciudes Iexaicn refee :c :o Sia'e pane ccord:na:es r• Trench Safety Bidder acknowledges that included in the various items of the Proposal and in the total Bid Price are costs for complying with the Florida Trench Safety Act (90-96, Laws of Florida), effective October 1, 1990. Ilidder further identifies the costs to be summarized below: Trench Safety Units of Measure Unit Unit Cost Extended Cost Measure (Quantity) (Description) k4 %k, 1..J, l+ �1 C. 1). Total $ Failure to complete the above may result in iltc Bid being declared nonresponsive. LO r3 L:5r:'ffri Si gnatuie Address (Street) Title Address (City, State, Zip) _CV'-CO'510 - _1/17/Ca License Number (If Applicable) Datc (SEAL -- il' llid is by a corporation) L i. wrc t ' JIVI y1 00310-6 If Bidder is: AN INDIVIDUAL By: (Individual's Name)��. Doing business as: Business address: Phone NmnhI --r: If Bidder is: A PAIUNI:I4S1{11' By: {c;enr.rl 1`nrr Business address: Phone Number: 00310-7 {SI ,\I.} (SEAL) If Bidder is: A CORPORATION By:. rr ,c -t L o ,5 ('on_litltftilt ..Inc, (Corporation Name) Flaric (State of Corporation) By:. Lwrtc J.15-;Ce b (Name of Person Authorized to ign) (idle) (Corporate Sea]) A1TEST: Business address: k i• c 13etirl7 ,. IL- 12%6- (SINAI.) ((Feuer ter) Business address: If BidWcr is: A JOINI'VE TURt'. By:. (Name) (Address) By:• (Natuc) T (Address) (Each joint venturer must sign. The manner of signing for each individual, partnership and corporation that is a part to the joint venture should be in the manner indicated above.) 00310-8 SWORN STATEMENT UNDER SECTION 287.133(3)(a) FLORIDA STATUTES, ON PUBLIC ENTITY CRIMES (To be signed in the presence of a notary public or other officer authorized to administer oaths.) STATE OF % l(!r COUNTY OF In l .11 , 1 4 rr� Before n►c, the undersigned authority, personally appeared Low. c'I i c I wi1(I, being by me first duly sworn, made the following statement: I. The business address of -Fe c`r cur t_ c I L..: t. Lt f r r k (name of Bidder or Contractor) is "'' 6'id QiYk 4'.C L'# (31L24'? cJL1rch J -L 2. My relationship to Ti e'L ��1A1 e' tt_lt C,,,j:Lrct[ f i (i(t_ (name of Bidder or Contractor) is j,1 id t i I t _ (relationship, such as sole proprietor, partner, president, vice president). 3. I understand that a public entity crime as defined in Section 287.133 of Florida Statutes includes a violation of any state or federal law by a person with respect to and directly related to the transaction of business with any public entity in Florida or with an agency or political subdivision of any other state or with the United States, including, but not limited to, any Bid or Contract for goods or services to be provided to any public entity or such an agency or political subdivision and involving antitrust, fraud. tlicll, bribery, collusion, racketeering, conspiracy, or mater ial Inisrepresentation. 4. I understand that "convicted" or "conviction" is defined by the statute to mean a finding of guilt or a conviction of a public entity crime, with or without an adjudication of guilt, in any federal or state trial court of rewrd relating to charges brought by indictrllent or information) ahcl July I, 1981), as a result of a jury verdict, nunjury trial, or entry of a plea of guilty or polo conlendere. 5. 1 understand that "affilialc" is defined by Il►e statute to mean (I) ) a predecessor or successor of a person or a corporation convicted of a public entity criure, or (z) air entity under the control of any natural person who is active in the management of the entity and who has been convicted ofa public entity crime, or (3) those officers, directors, executives, partners, shareholders, employees. Inci11heis, amid agents who lilt active i11 the Ilnlllage111ent of an affiliate, or (4) a person or corporation who knowingly entered into a joint venture with a person who has been convicted of a public entity crime in Ito, ida during the preceding 36 months. 6. Neither the Bidder or Contractor nor any officer, director, executive, partner, shareholder, employee, member or agent who is active in the management of the Bidder or Contractor nor any affiliate of the Bidder or Contractor has been convicted of a public entity crime subsequent to July 1, 1989. 00310-9 (Draw a line through Paragraph 6 if Paragraph 7 below applies) • '171ere has been a conviction of a public entity crime by the Bidder or Contractor, or an officer, director, executive, partner. shareholder, employees, member or agent of the Bidder or Contractor who is active in the management of the Bidder or Contractor or an affiliate of the Bidder or Contractor. A determination has been made pursuant to Section 287.133 (3) by order of the Division of Administrative 11cariugs that it is not in the public interest for the name of the convicted person or affiliate to appear ort theconvicted vendor list. 771e name of the convicted person or affiliate is . A copy=he order of the Division of Administrative Hearings is attached to this statement. (Draw a line through Paragraph 7 if Paragraph 6 above applies) L.'v_, ..ti - , 't,1 Sworn to and subscribed before me in the state and county first mentioned above on the 17th day of i�t r urli- y .20 &4 `—k. )'7" O (affix seal) Notary j1ublic MAL.OA I MILEY ARY PUNT C W ATT OF PUIRII)A ctIMMkINLI i i u UAW 00310-10 This document h.as important lepl consequences; consultation with an attorney is encouraged with respect to its completion or modification. SECTION 00530 STANDARD FORM OF AGREEMENT BETWEEN OWNER AND CONTRACTOF ON THE BASIS OF A STIPULATED PRICE Prepared by ENGINEEPS JOINT CONTRACT DOCUMENTS COMMITTEE a nd Issued and Published Jointly By I �• •' • sCCltrT Cr )MCl/ 1177 PROFESSIONAL ENGINEERS IN PRIVATE PRACTICE A pfQcrice dirition 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 The Associated Gencnl i " Contractors of Amcrica This Standard Form of Agreement has been prepared for use with the Standard General Conditions of the Construction Contract. No. 1910-E. 1933-cdition. Their provisions are interrelated and a chance in one may necessitate a change in the others. The suggested language for instructions to bidders contained in the Guide to thr Preparation of Instructions to Bidders. No. 1910-1I. 1983 edition, is also carefully intcrr-fated with the language of this Agreement. Comments concerning their usage are contained in the Commentary on Agreements for EnginctrinC Services and Contract Documents. No. 1910.9. 1931 edition. See also Guide to the Preparation of Supplementary Conditions. No. 1910.17. 1983 edition. U IL (EJCDC.FMT):aa EJCDC STANDARD FORM OF AGREEMENT BETWEEN OWNER AND CONTRACTOR ON THE BASIS OF A STIPULATED PRICE THIS AGREEMENT, dated the _day of �- in the year 2001 by and between Indian River County, a political subdivision of the State of Florida (hereinafter called OWNER) and Treasury Coast Contracting .(hereinafter called CONTRACTOR). OWNER and CONTRACTOR, in consideration of the mutual covenants hereinafter set forth, agree as follows: GT Rrim:'Lal:7;N CONTRACTOR shall complete all work as specified or indicated in the Contract Documents. The work is generally described as fol€ows: Construction of approximately 1.040 L.F. of 6" PVC water main in the Westwood Subdivision. The proposed system is to connect to the existing 6" stub -out from the existing watermain along 5th St. S.W. The right-of-way is to be restored as close as possible to the pre -construction condition or better. Construction consists of, but is not limited to, utilities exploration, coordination with any permitting agencies, trenching, dewatering, installation of pipe with fittings and all appurtenances, restrainers and soil compaction, disinfection, testing (includes providing temporary jumper or another approved method for disinfection and flushing) irrigation repair and traffic control. PVC pipe shall be ('-900 and any DIP pipe shall be pressure class 350 per Indian River County Utility Standards and Specifications (with metal thickness equal or exceeding the Class 50 for under road). 'the Contractor shall clearly specify the one used on the bid. CONTRACTOR, as an independent contractor and not as an employee, shall furnish, for the sum amount of $ 40.210.50 . all of the necessary labor, material, and equipment to perform the work described above in accordance with the Contract Documents. Article 2. ENGINEER. The project has been designed by Indian River County Utilities Department, hereinafter called ENGINEER, and who is to act as OWNER'S representative, assume all duties and responsibilities and have the rights and authority assigned to ENGINEER in the Contract Documents in connection with completion of the work in accordance with the Contract Documents. FA -1 Article 3. CONTRACT TIME. 3.1 The work will be completed in accordance with the following time frame. (a) Within 3O calendar days from effective date of Notice to Proceed, Contractor shall complete the following tasks: I. Obtain all necessary permits. 2. Receive approved shop drawings for all materials and equipment to be utilized in the job. 3. Perform all photographic recording and documentation of conditions prior to construction. 4. Locate all existing utilities in the area of work. 5. Mobilize all labor, equipment, and materials. 6. Deliver and store all equipment and materials to the job site. 7. Notify all utilities and other affected parties prior to initiating construction. (b) From I calendar days to j calendar days from the effective date of Notice to Proceed, the CONTRACTOR shall complete the following tasks: I. Install all pipe and appurtenant items_ 2. Perform all testing. 3. Restore all disturbed areas to their preconstruction condition. 4. ('orrect all deficiencies noted by Engineer. Completion of all tasks outlined above (i.e., Subparagraphs a and b) constitute Substantial Completion. c) From 76 calendar days to 90 calendar days from the effective date of Notice to Proceed, the CONTRACTOR shall complete the following tasks: I. Clean up project area. 2. Remove all equipment and material from project site. 3. Perform contract close-out procedures. Completion of all tasks outlined above (i.e.. Subparagraphs a, h, and c) constitute Final Completion. FA -2 3.2 Liquidated Damages. OWNER and CONTRACTOR recognize that time is of the essence of this Agreement and that OWNER will suffer financial loss if the work is not completed within the times specified in Paragraph 3.1 above, plus any extensions thereof allowed in accordance with Article 12 of the General Conditions. They also recognize the delays, expense and difficulties involved in proving in a legal or arbitration proceeding the actual loss suffered by OWNER if the work is not completed on time. Accordingly, instead of requiring any such proof, OWNER and CONTRACTOR agree that as liquidated damages for delay (but not as a penalty) CONTRACTOR shall pay OWNER four -hundred and fifty dollars ($450.00) for each day that expires after the time specified in Paragraph 3.1 for Substantial Completion, if CONTRACTOR shall neglect, refuse or fail to complete the remaining work within the Contract Time or any proper extension thereof granted by OWNER, CONTRACTOR shall pay OWNER four -hundred and fifty dollars ($450.00) for each day that expires after the time specified in Paragraph 3.1 for completion and readiness for final payment. Article 4. CONTRACT PRICE. 4.1 OWNER shall pay CONTRACTOR for completion of the work in accordance with the Contract Documents in current funds in the amount of S 4021050 Article 5. PAYMENT PROCEDURES. CONTRACTOR shall submit Applications for Payment in accordance with Article 14 of the General Conditions. Applications for Payment will be processed by ENGINEER as provided in the General Conditions. 5.1 Progress Payments. OWNER shall make progress payments on account of the Contract Price on the basis of CONTRACTOR's Applications for Payment as recommended by ENGINEER, on or about the 30th day of each month during construction as provided below. All progress payments will be on the basis of the progress of the work measured by the schedule of values established in Paragraph 2.9 of the General Conditions (and in the case of Unit Price Work based on the number of units completed), or, in the event there is no schedule of values, as provided in the General Requirements. 5.1.1 Prior to Substantial Completion, progress will be made in an amount equal to the percentage indicated below, but, in each case, less the aggregate of payments previously made and less such amounts as ENGINEER shall determine, or OWNER may withhold, in accordance with Paragraph 14.7 of the General Conditions. 90% of work completed. If work has been 5C% completed as determined by ENGINEER, and if the character and progress of the work have been satisfactory to OWNER and ENGINEER, OWNER, on recommendation of ENGINEER, may determine that as long as the character and progress of the FA -3 work remain satisfactory to them, there will be no additional retainage on account of work completed, in which case the remaining progress payments prior to Substantial Completion will be in an amount equal to 100% of the work completed. 50% of materials and equipment not incorporated in the work (but delivered, suitably stored and accompanied by doctunentation satisfactory to OWNER as provided in Paragraph 14.2 of the General Conditions). 5.1.2 Upon Substantial Completion in an amount sufficient to increase total payments to CONTRACTOR to loo°/Q of the Contract price, less such amounts as ENGINEER shall determine, or OWNER may withhold, in accordance with Paragraph 14.7 of the General Conditions. 5.2 Final payment. Upon fatal completion and acceptance of the work in acco:dance with Paragraph 14.13 of the General Conditions, OWNER shall pay the remainder of the Contract Price ass recommended by ENGINEER as provided in said Paragraph 14.13. Article 6. INTEREST. Not Applicable. Article 7. CONTRACTOR'S RI;PRISENTATIONS. In order to induce OWNER to enter into this Agreement, CONTRACTOR makes the following representations: 7.1 CONTRACTOR has familiarized itself with the nature and extent of the Contract 1)ocumcnts, work, site, locality, and all local conditions and laws and regulations that in any manner may affect cost, progress, performance or furnishing of the work. 7.2 CONTRACTOR has studied carefully all reports of explorations and tests of subsurface conditions and drawings of physical conditions which are identified in the Supplementary Conditions as provided in Paragraph 4.2 of the General Conditions, and accepts the determination set forth in Paragraph SC -4.2 of the Supplementary Conditions of the extent of the technical data contained in such reports and drawings upon which CONTRACTOR is entitled to rely. 7.3 CONTRACTOR has obtained and carefully studied (or assumes responsibility for obtaining and carefully studying) all such examinations, investigations, explorations, tests, reports and studies (in addition to or to supplement those referred to in Paragraph 7.2 above) which pertain to the subsurface or physical conditions at or contiguous to the site or otherwise may affect the cost, progress, performance or furnishing of the work as CONTRACTOR considers necessary for the performance FA -4 of furnishing of the work at the Contract Price, within the Contract Time and in accordance with the other terms and conditions of the Contract Documents, including specifically the provisions of Paragraph 4.2 of the General Conditions; and no additional examinations, investigations, explorations, tests, reports, studies or similar information or data are or will be required by CONTRACTOR for such Purposes. 7.4 CONTRACTOR has reviewed and checked all information and data shown or indicated on the Contract Documents with respect to existing underground facilities at or contiguous to the site and assumes responsibility for the accurate location of said underground facilities. No additional examinations, investigations, explorations, tests, reports, studies or similar information or data in respect of said underground facilities are or will be required by CONTRACTOR in order to perform and furnish the work at the Contract Price, within the Contract Time and in accordance with the other terms and conditions of the Contract Documents, including specifically the provisions of Paragraph 4.3 of the General Conditions. 7.5 CONTRACTOR has correlated the results of all such observations, examinations, investigations, explorations, tests, reports and studies with the terms and conditions of the Contract Documents. 7.6 CONTRACTOR has given ENGINEER written notice of all conflicts, errors or discrepancies that he has discovered in the Contract Documents and the written resolution thereof by EN(iINE1R is acceptable to CONTRACTOR. Article 8. ('ONTRACT l)OCUMENTS. The ('ontract Documents which comprise the entire agreement between OWNER and CONTRACTOR concerning the work consist of the following: 8.1 This Agreement (Section 00530). 8.2 Performance and other bonds (Sections 00610 and 00620). 8.3 Notice of Award and Notice to Proceed. 8.4 General Conditions (Section 00700). 8.5 Supplementary Conditions (Section 00800). 8.6 Specifications bearing the title "WEST WOOD SUBDIVISION WATER ASSESSMENT PROJECT' as listed in the table of contents hereof. 8.7 Drawings, inclusive with each sheet bearing the following general title: FA -5 "WESTWOOD SUBDIVISION WATER ASSESSMENT PROJECT" 8.8 Addenda numbers ---- to ---- , inclusive. 8.9 CONTRACTOR's Bid (Section 00310). 8.10 Indian River County Water and Wastewater Utility Standards. 8.I 1 'The following, which may be delivered or issued after the effective date of the Agreement and are not attached hereto; All written amendments and other documents amending, modifying, or supplementing the Contract Documents pursuant to Paragraphs 3.4 and 3.5 of the General Conditions. There are no Contract Documents other than those listed above in this Article 8. The Contract Documents may only be amended, modified or supplemented as provided in Paragraphs 3.4 and 3.5 of the General Conditions. Article 9, MISCELLANEOUS. 9.1 Terms used in this Agreement which are defined in Article 1 of the General Conditions will have the meanings indicated in the General Conditions. 9.2 No assignment by a party hereto of any rights under or interests in the Contract Documents will be binding on another party hereto without the written consent of the party sought to be bound, and specifically but without limitation moneys that may become due and moneys that are due may not be assigned without such consent (except to the extent that the effect of this restriction may be limited by law), and unless specifically stated to the contrary in any written consent to an assignment, no assignment will release or discharge the assignor from any duty or responsibility under the Contract Documents. 9.3 OWNER and CONTRACTOR each binds itself, its partners, successors, assigns and legal representatives to the other party hereto, its partners, successors, assigns and legal representatives in respect of all covenants, agreements and obligations contained in the Contract Documents. 9.4 'I'll1 CONTRAC'T'OR SHALL 13E PROPERLY LICENSED TO PRACTICE I'I'S TRADE. OR TRADES WHICH ARE INVOLVED IN THE COMPLETION OF THIS ACIREEMENT AND THE WORK THEREUNDER. FA -6 Article 10. OTHER PROVISIONS. IN WITNESS WHEREOF, OWNER AND CONTRACTOR have signed this Agreement in triplicate. One counterpart each has been delivered to OWNER, CONTRACTOR, and ENGINEER. All portions of the Contract Documents have been signed or identified by OWNER and CONTRACTOR or by ENGINEER on their behalf. This Agreement will be effective on /iie,�e L (o , 2001. r A'i is it Indian River Counter Board of County Commissioners BY Caroline Ginn, Chain n ,�eeapsv: mop c, / CONTRACTOR Treasure Coast Contracting BY Lawrence J. yers, ent (CORPORA SEAL) Attest /i r �/-' )► A4L4 Attest: 4///ir PAI H1C:IA M, IiIUULLY DEPUT % CL R Address for giving notices Address for giving notices 1840 25th .Street 6290 Old Dixie Highway Vejp Beach, I lorida 32960 Vcio Beach, FL 32967 (if OWNER is a public body, License No. CU -O057303 attach evidence of authority to sign and resolution or other documents authorizing execution Agent for service of process: of Agreement) (If CONTRACTOR is a corporation, attach evidence of authority to sign) END OF SECTION FA -7 CONSTRUCTION PERFORMANCE BOND SECTION 00610 BOND NO.: 3669667 Apy t3naulaz rtfcrtnst 14 vasty shall t cnstdercdplural where applicable CONTRACTOR (Name and Address). SURETY (Name and Principal Place of Business) Treasure Coast Contracting, Inc. The Ohio Casually Insurance Company P.O. Box 650249 136 North Third Street Vero Beach, Ft, 32965 Hamilton, OH 45625 (5(u1)562.451(7 (513) 867.3000 OWNER (Name ad Address). fodlan Myer County,, t'ollticel Suhdlrision of the State of Ilorids 1840 151h Street Vero Reach, Fl. 319h0, (407) 567-11000 CONSTRUCTION CONTRACT Date: Amount. $40,210.30 Description (Name and Location): Westwood 5ubdlvlab0 Water Arse ameot, Project No. UW-00•I 1 -DS Iccatad In The Writwc nd Subdtvlsba, eIoaaj Sea Sprees SW, Sere Beach. R. 31968 BONI) Dale (Not earlier than Corutruchon r;a ntr.ct IJale) Amount: SS0,263.13 Modifications to Qua Bond Form: NONE C(RACTOR AS PRINCIPAL <'ryn (CorpT Iaur (:0631 Contradtng. lac. Seal) c:u I BAAR AS I'R.INI:IPAI. CULUI)any' (Corp Scat) Stjnaturc: Narrle and 'iii k• T, SURE TY` a (•omp+nY �.� ..tl Tie (J-hlo ('a airy 1 •11104 om Signature ♦' c " '} Narne and Title Uerdre Ann SuIFTvan.''•t'• a.. ... 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Qltsda Paid of On O.w., a4w11 bed ran ... tome .mesa a pop Si C�aa a I+tomd 17 i Vo swwaw Carat a to p.to Si os..p. w comply ..h de oda snag •soled I t01NfuOMAr1•)NIJNI.Y N.m.,Addeetaad Tolepllw.► Alit NfofIIR ,1.0 (401p1v4-0022 34-0011 OWNFR'►PIPRF►PNTATIVI(Anht,cl.l..trw.otMrpvr„1 lwtnard 4'ompmny 1961 toathe t'wrl., I untwaod, ►1. 111i0 A TRUE. COPY CERTIFICATION ON LAST PAGE J K BArIjflrl, rl [ft,( ( ) . STRUCTION PAYNILNT' ISUND SECTION 00620 BOND NO.: 3669667 Any singular reference to Cofactor. Surety. O-Nncr or other party shall krg con a ed ptural where aixtlicable_ CONTRACTOR (Name and Address): SURETY (Name and Pnncipal Place of Business): Treasure Coast Contracting, Inc. The Ohio Casualty Insurance Company P.U. Box 630249 13614orth Third Street Vero Beach, FL 32965 Hamilton, Oil 4502S (561)562-4587 (513)367.3000 OWNER (Name and Address): Indian Wear County, a Political Subdivision of the State of Florida 1840 25th Street Vero Beach, F7. 32961) (407)547-5000 CONSTRUCTION CONTRACT Data: Amount: 849,210.30 Deacription (Name and Location): Wntwood Subdivision Water Assessment. Project No. UW-00-11-DS, Misled In the Westwood Sobdl lslow. along Slh Street 5W. Vero Beach, FL 32%8 BOND Date (Not cattier than Cwgtruction Contract Date) Amount: 340,210.50 Modifications to this Bond Form: This Bead ecaeporaaw f by ;erer"Ke as to all Notice And Ter Lmuiraft pro.ded to. in T1tn Bar! wail tie roewadned a 5taleaovy Bead sad ews a Commie♦ 1.4. Bad PRINCIPAL t 7rC't : t1F 7'llln. •a (('orp. Seal) Elie, ii . I.e. •llOlei rw'J v 't pg r o. +•7 CO&f1�11C UR AS PRINCIPAL Company: -- • (Corp Seal) Signature: - SURETY . Coenpsry I Seal)noOI•bCA It, Iwr 0000 �y Srgnarurr r _•y Name and it De 'r. A:.:t5e4tan, 0e ' Altorwrr In Fact & Florida Lk ReeWess wt Irquines (407) 834 AO: {fy • .... SURk1 Y ' • 'IS Company (Corp Seal) Maine and Title: Name and Title: FJ(,DC No. 1910.268 (1994 Edition) Prepared through the joint enoru of the Surrey Aatoc tat,00 of ArtwrKA ErisuwanJoint Corioacl Ductuwnu Cummuec The Aiwcuted lierural Connectors of Arnenca. Arnencan Iw4rute of ARh,* u. AmeKen sutcoanac tai Aswerauua, and the Aiio mated Speculty (nn.nn A TRUE COPY CERTIFICATION ON LAST PAGE J.K. BARTON, CLERK I Tile Conrr. w .rd the Sunry, pindy and onnil)y, 044 Me+r2.w. IMu limn, ..Ion. adnaranrrs, wcteuon lad 11117141004 0..4 01p17 far labn, moon.!. and eperym4 fradhed for 1040104 p4bn manse of 1111 Constncrgn Co0ac4 ml.tch 11 .KorpmKd hors by nfoence 2. With 1apKl For the Owner. a., obbpaac. shall be .411 mad wad if S. C°1a»c1s. 21 h.mpdy make psyawa. durocay a IdaKlly. 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P^ d�.� 9..r di r 9. • W .a^9. arr 49.. - W Aa...f.4MrrM« ...M+9. rr...r. d9.fir_4.. a.. Ras rMrd.r M....4 da.i.lYvrpr.t.rdir._ dal.■.1aw.aa.wi..9...l. dwa .r urn ..r 4A..1..1. r�aar �4...a.■..' TLw.rll i.rr . W W r4.4Cfrl.rlr i} IV r 1l. ol. owaT. •yr11 1 W 4row Aar...r� �T 'RZM VZD Y r lyr.... r w dad 4.4 Crr.. rr.r .. r DTA— . w.......rr r 9.4 .4 yr. 4.4 irk . w afar t_. ...►1..■on . 'd.wa"daP. da.r.rrrdre�rr>.arr.►rr.r■r.w.rs...«.r.rrsrrrr cw.T 9.r y.11..Mar.l1►.•rCw7ra►ryw.r r.lra■W.rn rr+R�rG.q.r�r��r i. w9. 9.9.9.1 dAr' �TmuTL L rrr.Wd Awr lrrgd Tr a. COMM 9.r= Caoft w a9. 11wr ft . Q....M.• Wwa.8 r r �M da Mn •• rrrdor""dre�... Wr11.r.�.r.dr.FMaD.r..w.rw-a^rw0Yr.rr•.rrr DIwrpau wNusm. S. rd aCr^.r rd SEAL V M " . 1 . Ar.rr la.rr. STATE OF FLORIDA INDIAN RIVER COUNTY THIS IS TO CERTIFY THAT THIS IS A TRUE AND CORRECT COPY OF THE ORIGINAL ON FILE IN THIS OFFICE. 1 a ,1 AIITOM, 1I EI C.) CD Cp N l.n CJ) Ib ACORD,I CERTIFICATE OF LIABILITY INSURANCE 03/13/2O i 7a1C� (S61)461-8870 FAX (561)461-8876 Lvid G. Willbur Insurance Agency, Inc.. 7l S. U.S. Hwy. /1 o, fierce, FL 34982-5919 uREO Treasure Coast ContractTng, Iflc. P. 0. Box 650249 Vero Beach, FL 32965 I THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION NLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND. EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW, INSURERS AFFORDING COVERAGE UJSURERA Transportation Ins. Co. S'IBURERB Transcontinental Ins. Co. IN'"ERC VISURER D ERE rnUF:RAnFs 'HE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING LNY REQUIREMENT, TERM OR CONDfTiON OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERT*1CATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POUC;ES OESCREED HEREIN IS SUBJECT TO ALL THE TERM4. EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIAS. TYPE OP NSURANCI POSY IRfMBER I*PEt L1YIT$ OIINSAAL LIASIUTY I 1017195017 12/21/2000 12/21/2001 EACH oCCLRRENCE s 1,000,0001 ERE DAMJ4 E LACY arA SI $ S0 X COMAIERCIM OEN£RAL LIABILITY CI.A MANjjDOwR HIED EXP LAM a S P.+pu s 5 P(RSONAL S AOV INA, Y s 1,000,001 G RAL AGORSGATB s 2000, GENL AGGREGATE LIMTF APPLIES PER PQODICTS • CAGO S 1,000001 POLICYPRa LOC AUTOMOBILELIASAJTY X ANY AUTO 1017195020 cCIAeS4DalIIa.ELISUT _""_ s 1,000, 00 12/21/2000 12/21/2001 BODLY HAIRY SM $ ALL OWNED AUTOS SCHEDULED AUTOS 0 HIRED AUTOS NON-0NRf[O AUTOS SWILY INJURY A's' A'Q I GARAGE LIABIIJTY PROPERTY DAMAGE Aar�w q $ AUTO d;Y - IA ACCpNI 5 ,I TkAII EA ACC I ANY AUTO EXCESS LIABILITY AUTO ONLY AGO $ EACH OCCkAUnD Cs s OCCUR (.1 Aif./S MADE AOORi4ATi s s OLDUC.TIRI L RETENTION I — _ WORKERS COMPENSATION AND TORT S.I S R EMPLOYERSLIABILITY EL EACH ACCJOEIT $ EL DISEASE • EA EMPLOYS $ E L DISEASE • POLICY LSATT 1 OTHER ESCRIPTION or GPI:RATION 9CATIO(ISNEHICLESIEXCLUSIONS ADDEO BY EN(K)11SEMENI/SPECIAL PROVISIONS Westwood Subdivision Water Assessment Project I 3033 certificate Holder is included as Additional insured with respect General Liability & Itomobile for services provided by the Named Insured. *Except 10 Day Notice for m -payment of premium. :ERTIFICATE HOLDER I I ADDITIONAL INSURED: INSURER LETTER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, THE ISSUING COMPANY WILL ENDEAVOR TO MAIL 30* DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT, Indian River County Board of Commissioners DOT FAILURE TO MAIL SUCH NOTICE SHALL IMPOSE NO OBLIGATION OR LIABILITY 1840 ?5th Street OF ANY KIND L ON THE CO PANY, ITS AGENTS OR REPRESENTA IVES. Vero Beach, FL 32960 AUTIIOHIZEDRET ESENTATIVE 26S 17197) CORPORATION 19E u This document has important legal consequences: consultation with an attorney is encouraged with respect to its cornbletion or modification. GENERAL CONDITIONS OF THE CONSTRUCTION CONTRACT Prepared by Engineers Joint Contract Documents Committee Issued and Published Jointly By • • s1 o 30C[C1 . a C7YSL EMOUM S UL 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 The Associated General tt Contractors of America These General Conditions have been prepared for use with the Owner -Contractor Agreements (No. 1910-A-1 0' 1910-8-A-2) (1990 Editions?. Their provisions are interrelated and a change in one may necessitate a change in tlu others. Comments concerning their usazc arc contained in the Commentary on Agreements for En ineerin Services and Contract Documents t No. 1910-91(1986 Editions. For guidance in the preparation of Supplernenrsr Conditions. see Guide to the Preparation of Supplcmcntary Conditions (No. 1910-17) (1990 Edition)- Whe bidding is involved. the Standard Form of instructions to Bidders INo. 1910-12) (1990 Edition) may be used- nn"I oc -1 TABLE OF CONTENTS OF GENERAL CONDITIONS Arricie or Para7raph Number & Tak 1. D EF NITIO N S ................................... 1.1 Addenda ............................. 1.2 AFtement ........................... 1..3 Application for Payment .............. 1.4 Asbestos ............................. 1.5 Bid ............ 1.6 Bidding Documents ................... 1.7 Biddies Requirements ................ 1.9 Bonds ................................ 1.9 O'tutsc Order ........................ 1.10 Contract Documents .................. 1.11 Co nrraa Price ........................ 1.12 Contract Times ....................... 1.13 C O NIRA CM P . ..................... . 1.14 drjicrirr ............................. 1.15 Drswints ............................. 1.16 Effecsive Date of the Agternau ...... 1.17 ENGINEER .......................... 1.19 ENGINEER'S Consulunt ............. 1.19 F►cld Order ........................... 1.20 General Requirtrnenu ................ 1.21 Hix tdous Waste ..................... L. ws and Reiuluions: Lags or Rcfulatioru ........................ 123 ucru................................. 1.24 Milestone ............................. 1.25 Notice of Award ...................... 1.26 Notice to Proceed .................... 17 OWNER ............................. 1.73 Partial Utrlir3.tion ..................... 1.29 PCBs ................................. 1-30 Pccolcu m ............................ IiiPTojecs ............................... 1.12 Radioaaivx Muzn J .................. 1.33 Rmdeat Prajea Rep reu tuive ....... t34Sacs .............................. 1.35 Shop Drawin p ....................... 1.36 S p0CH%=,oru ......................... 1.37 Subcontractor ........................ 1.19 Subaunt.nJ Completion ............... 1.39 Supplcsncaary Condidom ............ 1.40 S uppiicr .............................. 1.41 Underground Fsaliti cs ................ 1.42 Unit Price Work ...................... 1.43 Wont ................................. 1.44 Work C t.a.n c Dirzati.c ............... 1.45 Written Amendment .................. 2. PRELIMINARY MATTERS ...................... 2.1 Delivery of Bonds .................... 2.2 Copies of Documents ................. 2-3 Cow of Contract Tma: Notice to Proceed .................. 2.4 Suring the Work ..................... Arricie or Poraxroph lvumber & Tulr 2.S.2..7 Before Swung Cottsuuetion: CONt 1 3R's Rmponsblity to Report: Prt:iintitury Schedulu: Delivery of CcrtA stet of Insuru+cc .......................... :. 9 P. cr o nsut+_uon Con fo=rce ........... ' 9 initially Aectpubk Sehedulc ......... CONTRACT DOCUMENTS: IbTENT. AMENDING. REUSE ............................ 3.1.3.2 Intent ................................ 3-3 Rc f c en ce to Standards and S pcdf+nliaru of Tc'thni i Socia icx: Rcoonif 4 and Resolnr4 Du�nnoa 1.4 ........ ............. Intent of Cut,a.in Tcrms or Adjecu,•es ., 3_S Ac -Adam Contract Deeumenu ....... 3.6 5uvplancntrt= Con c-az Docutmnu ... 3.7 Reuse of Documcnu .................. AVAILABILITY OF LANDS: SUBSURFACE AND PHYSICALCONDITIONS:REFERENCEPOINTS . 4.1 Avmilabaity of Lands .................. 4.2 SYbwrf3Ct and Physsnl Condition. ... 4.:.1 Rrvoru and Drawinp ................ 4"' Lathed Rclmnct by CONTACTOR Authotixed: Terhnid Duo ......... 42..) Notice of D-.'Tainj Sub-uvfacr or Physical Conditions ................. 41.4 ENGINEER'S Reric................. 4.2.5 Pvssble Contra Doaiatcros Change . 4.2.6 Posable Price and Twos Adjusunenu . 4-3 Physical Conditions—Underp and Facilido ........................... 4.3.1 Shown or In&=ed ................... 4.3-2 Noe Shown or Induaici .............. 4.4 Prance Pofnu ...................... 4.5 Asbestos. PC s. Ptadeum. Hazardous Wuu or R.adio3cz1ve Mortal ...... BONDS AND INSURANCE ..................... S . i • S ' Ftrf orrnu>cc. Pa-inand Od�cr B onds . `..3 Llernsed Sumacs and Insurers: Cxrtifxa.ccs of I nstaarwr ........... . 5.4 CON RMTOR't Liibtli ty I nsuraacx 5-5 OWN ER's Liability lnsururr ........ 5.6 Property Iauuance ................... 5.7 Boiler and Madtincy or AddiuoruJ Property Insuruycc ................. 5.9 Notice of Caxg.-ttirion Provisions ..... 5.9 COMCR.ACTOR't Rcsportulr3ity for 5.10 Other S p cialInsurz.nce ............... 5.11 Wuvcr of Rilfru ...................... cle or Hnratrcph Number & Tule 1.12.5.13 Receipt and Application of Insurance Ptoxa6s ......................... 3.14 Accepuncc of Bonds and lrtsunncc. Option to Rcptacc ................. 5.15 Partin! UWimtion--Property Insurance ....... .................. CONTRAC'TOR'S RESPONSIB1UTIES .......... 6.1-6.2 Supervision and Superintendence ...... 6.3-6.5 labor. Materials and Equipment ...... 6.6 Prt .r Schedule .................... 6.7 Substitutes and "Or -Equal" Items: CONTRACTOR's Expert: Subsvtute Corutruction Methods or Procedum: ENGINEER's Evaluation :......... 6.6.6.11 Conacmins Sub watraew . Supplier's and Other: Waiver of Rig,'ltu ....... 6.12 Patent Ftes and Royalties ............. 6.13 Percent ............................... 6.14 Laws and Rcgutations ................ 6.15 Taxes ................................ 6.lh Use of Premises ...................... 6.17 Site Clcanl.irxss ....................... 6.19 Safe Structural Loading ............... 6.19 Rcoard Dc urnenu ................... 6.20 Safety and Protection ................. 6.21 Safety Reprt:senuave ................. 622 Hoard Communication ProFaras ..... 6.23 Ernaytndes .......................... 6..24 Shop Drawings and Sarnplu .......... 6.25 Submical Procedures: CONTRACTOR's Review Prior to Shop L"wing or Sarrtple Subrtuaal . 6.26 Shop Drawing & Sample Subrrutsais Review by ENGINEER ............ 627 Responsibility for Variation From Corpses Documents ................ 6.28 Related Work Performed Prior to FNc11NEER's Rcvicw and App rril of Required Submivals ............. 6.29 Continuing the Work .................. 6.34 CONTRACTOR's General Warranty and Guarantee ............ 631.6.33 Indemnihciion ....................... 6..34 Survival of Obligations ................ 7. OTHER WORK .................................. 7.1-73 Relatexf Wort u Site .................. 7.4 Coordination Article or Paragraph Number d Tule 9.6 Chartrc Orders ....................... 9.7 Irupecdotu. Tcsu a id Approvals ...... 8.9 Stop or Suspend 'hors: Terminate CONTRACTORSrn-ices ......... 8.9 1. mitwkwu on OVr'NER's Resporubaitics ..................... 8.10 Asbc t . PCBs. Pctrntcvm, Hata.rdous Want or Rsdioacdvve Material ...... 9.11 Evidence of Ftnanaal Arrangements .. 9. ENGINEER'S STATUS DURING CONSTRUCTION ............................... 9.1 OWNER's Repreacntuive ............ 9.2 Visits to Site .......................... 9.3 Proica Representative ................ 9.4 Qarilic .tioru and I atcrpwtw orris ...... 9.5 Ataborucd Variatirxis in Worst ........ 9.6 Rang DCeaive Wort ............. 9.7-9.9 Shop Drs w rap.. CMrtgc Orders tend Payments .......................... 9.10 Daataurnioc►s for U nit Prices ........ 9.11-9.12 Decisioets on Disputes: ENGINEER as Initalinta prcter ................... 9.il Limitations an ENGINEER's Authority and Re oaaibilitics ...... 10. CHANGES IN THE WORT: ..................... 10.1 OWNER Ordered Change ............ 10.2 Shiro for Adjustment ................. 103 Work Not Required by Contra Doatatenu ......................... 10.4 Chut=e Orders 103 Notification off Surety ................. II. CHANGE OF CONTRACT PRICE .............. 11.1.11 3 Contnci Prior. Claim for Adjustment: Value of the Wort .................. 11.4 Cora o(ihe Work ..................... iii Exclusions to Cast of the Wort; ....... 11.6 CONTRACTOR's Frc ................ 11.7 Cost Rerards ......................... 11.8 Cash Alsowan«s ..................... 11.9 Unit Price Wort ...................... 12. CHANGE -OF CONTRACT TIMES .............. 12.1 claim (or Adjunment ................. 12-2 Time of the E.sseuce .................. 12.3 Delays Beyond CONTRACTOR'S Control ............................ 12_4 Delays Beyond OWNER'S and CONTRACTOR's ACTOR's Control .......... OWNER'S RESPONSll3IIJTIFS ................. 8.1 Communi .xxns to Contractor ........ 13. TESTS AND INSPECTIONS: CORRECTION. 8.2 ' Rcplacmcnt of ENGINEER .......... REMOVAL OR ACCEPTANCE OF DEF'ECTTVE 8.3 Furnish Data and Pay Promptly Whcn WORM........... ................................ Due ................................ 13.1 Notice of Dcfccu ........ ............. 8.4 lands and E.ascrncnu: Reports and 13._' Access to the Wort ................... Tau ...............................13.3 Tests and Inspcc%ioru: Contractor's 8.5 Insurance .......... _ ................. Cooperation ........................ 00700-3 Arricie or Paragraph Number & Tale 13.4 OWNER's Rtiporrtibrliues: Indcpetrdenu Testing 1.aboniory .... 13.3 CONTRACMR't Raportribtla' is ..... 13.6-13.7 CoverintWork Prior to Incpcaioa Tcsaint or Approval ................ 13.11-13.9 1Jrtooveriz Work at ENG I N EER's 13,10 O ay Stop the Work ......... 13.11 C4rreotiov or Removal of Dtfots7vt Wok............................... 13.12 Correcdort Period ..................... 13.13 Accepar ce of Udeeiw Work ........ 13.14 OWNER May Come Dtlecuvr Work ............................... 14. PAYMENTS TO CONTRJC:TOR AND COMPLETION ................................. 14.1 Sdtaduk of ViJ.................... 14.2 Apoliatian for Props Payne ..... 14.3 CONTRACTOR'* Wuruuy of Title ... 14.4-14.7 Review of Appiiaaons for Prop i Paywomu ................. 14.8-14.9 Subsrantial Completion ............... 14.10 Partial Utlizuion ..................... 14.11 Frt) trt[pection ...................... Ank!e or Paratruph Noncan & Tale 14.12 Final Applk=ion for Payment ......... 14.13-14.14 F u1 Parrneru ud AerrVwnce ........ 14.15 Waivtr of Ciaims ..................... 15. SUSPENSION OF WORK AND TERMINATION ................................ 15.1 OWNER May Suspend Work ......... 1.5.2 15.4 OWNER May Termirm c .............. 15.5 CONTRACTOR May Stop Work or Terminau .......................... 16. DISPUTE RESOUJTION ....................... 17. MISCELLANEOUS ............................. 17.1 Gi visa Notice .................... . .. . 17.2 Coca tion of TQncs ................ 173 Notice d Claim ....................... 17.4 C rlad+e R mmiin ................. 17.3 Pro(®orral Foes and Court Cosa lntiuded........................... EXHIBIT GC -A (Optia+ui): Dia tc Reaolrnioa Aprancnt (Opuoru1) .....GC -AI 16.1.16.6 Arbitration ................... GC -Al 16.7 Mediuio...................... GC -A2 INDE); TO GENERAL CONDITIONS Article or Paraeroph rcumbrr Acrrptancc of — Bonds and Insur►ct ................ . ............... defective Wort : ....................... 10.4.1. 13.1). 13.15 fuel R.ayment................................. 9.1=. 14.15 insurance...........................................S.1 other Work, by CONTRACTOR ...................... Substitute and "Or -Equal" hems ..................65.1 Work by OWNER ........................2.5. 6.30. 6. - Acec .$ to the — L .nds. OWNER and CONTRACTOR nx}ro rwb i li ti e .....................................4.1 aite.re aged work .................................... 7 = Work. . .................................. 13 ' 13.14. 14.9 Acts or Omissions—. Acts and Omissions.— CONi'R.ICTDR ............................6.9.1.9.13.? ENGINEER ................................6;0.9.13.3 OWNER.......................................6 Addenda.defniLion of also tee defnition of Spe> iftestioru) ........... (1.6. 1.10.6.191 1.I Mditicrul Prupcny lnsuranas .......................... M jtssuncn L 1 Contract Price or Contact Tunas ......... 15.35. 4.1. 43.2. 452, 4.3.3. 9.4. 9.5. 10.2.10.4, 11. 12. 141. 15.1 pit rcu settoduIc.................................... 6.6 Avverncnt— dcftniLkm of..........................................1.2 AJI risk irtsurancz. policy form .........................5.6.2 Allowances, Cash ........... .......................... II.3 Amending Contract Docrimcnu ......................... 3 S Amendment. Written — in stns J .... 1.10. 1.45.35.5.10, 5.12. 6.6.2.. 6.E_'. 6.19. 10.1. 10.4. 11' 12.1. 13.1" I&7._` Appal. OWN F.R or CONTRACTOR in=cntto ......................9.10. 9.11. 10.4. 162. 16 Application foe Payrncnt— ddistition of..........................................ii ENGINJR's Resgvnttbility ......................... 9.9 fuel ptyvscat .................. 9.13.4. 9.135, 14.12.14.15 in gcncrs1 . ......................21.29. 5.6.4. 9. I0. 13..5 Prop .s toYTnettt .............................. 14.1. 14.7 rsvicw of ......................................14.4.14.7 Arbitration (Optional) ............................. 16.1-16.6 Asb ciaims pwasnrtt thereto ................. ..... 45.2.. 453 CONTRAC.'fJR authorized to stop Wort. ...........43.2 definition of .......................................... 1.4 OWNER responsibility for .................... 45.1.8.10 possible price and limes change .....................4.5.2 Authocizcd Vah.wons :n Work ........... 3.6. 6.23.6 27.93 Availabcuity of Lands ...............................4.1.8.4 Award. Notice of --defined ............................ 1 '1t Before Staring Constn.rction ........................2.5-2.8 Bid —definition of ................... (1.1. I.10.'' 3.3.3.4.26.4. 6.13. 11.4.3. 11.9.1) Arricfr or Paragraph Number Biddinf 0 x ument,--definition of ................ 1,6 (6.8.21 Bidding Requirements --definitions of ...... 1.7 (I.I. 4.2,6.21 Bonds-- acccpence of.......................................5.14 addiuonal bonds ...........................10.5. 11.4..5.9 Cost of the Wort ................................... 1 15.4 definition of .......................................... I.8 delivery of......................................2..t. 5.1 final apoirauion for yayment ................. 14.12-14.14 pe racial ...............1.10. 5.1.53. 5.13, 9.13.103. 14.7.6 perforsruxe, Payment and Other .................5.1-5.2 Bonds and lruurance—in penes) .........................S Builder's tide "all risk" he?' form ...................5.62 Cni1a Proviaiioctt. lnsurwvx ........ 5.4.11.. 51. 5.15 Cash AISo-a,ncu...................................... 11.2 C.enihnte of Subsi.uu ai Completion ......... 138. 634-_..3. 14.6, 14.10 Ccrtiharu of lnstraction ................ 9.13.4. 13.3. 14.12 Certificates of lnsurancc ..:.,7. 5.3. 5.4.11. 5.4.13. 5.6.3. 5.8, ...I 5.14. 9.13.4. 14.12 Gunge in Contract Prics— CashAlb,.rusces...................................11.8 c.Laim for price adjusurrcnl ..... 4.1. 426, 4-, 5.15. 6.8.2, 9.4. 95. 9.11. 10.2_ 105. 11.2.. 13.9. 1).13. 13.14. 15.1. 13.5 CONTRACTOR's fee ............................... 11.6 Cost of nc� Work penaaJ .................. ................... 11.4.11.7 Ex cJusionsto....................................... il_S CostRecords ..........•........................ 11.7 in general ..............1.19. I.44, 9.11, 10.42. 10.4.3. 1 Llrmt� Sum Pricing ......... .. ..................... 113.2 Notifie ion of Surety ............................... 10.5 Scope of ....................................... I0310.4 Testing and inspection. Ur---,--rinr the Wott ........ 13.9 Unit Price Work .......... .......................... 11-9 Value of Work ...................................... 11.3 Change in Contract Turscs— Clai m for times ad jutvnen t ...4.I.4264.5.5.15.6.8.2.. 9.4, 9.5. 9.1 1. 10'. 10.5. 12_1. 13.9. 13.13. 13.14. 14.7. 15.1. 15-5 Contractual time linuts ..............................12.2 Delays bevond CONTRACDR's control ............ 12.3 Delays beyond OWNER's and CONTRN 1OR's con - trot ............................................... 12.4 Notifxauon of surety ...............................103 Scope of change ............................... 10.3-10.4 C]unge Orders -- Ac ponce of Defective Work ..................... 13.13 Atrxnding Contract Docurnctics ...................... 35 Cash Allowances ................................... 11.E Change of Contract Price .............................II Change of Contract Trines ............................ 12 C]tanges in the Work .................................. 10 COM�R1 CiO R's fcc ............................... 11.6 Cost of the Work ......... .................. ... 1 i.4 1 i.7 00700-5 1� .trriclr or Paragraph Hum ber CoatRecords ....................................... 11.7 ddat'ttion of .......................................... 1.9 ernameritaes .......... .......................... 6..23 ENGINEER'S rt:;sporsslbiliry ......... 9.1. 10.4. 11.2. 12.1 e_tt.euvion of ...................................... 10.4 $rtdoatnAm6on ..................... 6.12, 6.16. 631.6.33 l^ =. bonds and ................... 3.10. 5,13. 10.5 OWNER may tc1'minuc ........................ 15.2-15.4 OWNER'. Raponsibiility ....................... i.6. 10.4 Physical Ccndrticns--- c..i.. -riac: and . ..................................... 43 UndcrFvwd Fatalities ........................... 4.3.2 Rrd Documen s ................................. 6.19 Scope of Change .............................. 103-10.4 Su;�tsna................................... 6.73.6.1.2 Untt Prim Wort .... . ...... . ...................... 11.9 vskm of Wort covered by ....................... .. 113 Changs in the Wont .................................... 10 Not.d=uian of ssuuy ............................... 10$ OWNER'S and CONi7t.ACTOR's r 1itim .... 10.4 Ri.gfd to mn adjuwncnL .............................. 10.2 Scope of ehutij c ............................... 10..3-10.4 Claian— i pines CO NTF..4CtO R .............................6.16 ajzinst ENGINEER ................................ 6.32 agsaest OWNER .................................... 6.3'_ C2ngm of C nrsct Price ................ Ou r e of Contract Tunes ............... I ...... 9.4. 12.1 CO N7R ACID R' s 4.7.1.9.4.9.5. 9. l 1. 101. 11.2. 11.9. IZI. 341. 15.1. 13$. 17.3 CON"1R.AL"IDR'i Fes .............................. 11.6 CONTRMZDR'a Iatb7ity ............ 5.4.6.1- 6.16. 631 Cast of the Work .............................. 11.4. 11.3 Damara oa Disputes .........................9.11. 9.12 Dispute R.rid"on.................................. 16.1 DR$suu Pion Agrtcnxm .................. 16.1-16.6 ENGINEER as initial iracrpr cwt .................... 9.11 Lump Sum Ptxirts . ....... . ....................... 11.33 Ho(.17.3 ........................................... 173 OWNER'S ...........9.4.9.5.9.11. 101. 11.2. 119. 12..1. 13.9. 13.13. 13-14. 17.3 OWNER. Lbi1y ................................... 5.5 OWNER any rduse to n .kc Veymdnt .............. 14.7 Prof eorW Fvc and Cotat Casts 1 nd uded .......... 17.5 rr+qutsi for forrmJ datsio�n on ....................... 9.11 Subuiun a itscru.................................. 6.7.1.2 Tura Eztcasi0n..................................... I2.1 T►nc rogwmntnts ............................9.11. 12.1 Uris Pricy Wort .................................. 11.9.3 Valued....................................r....... 11.3 Wkiver of —on Find Paymcrtt ................ 14.14. 14.15 Work O artgt Dirt ive ............................. 10.2 Wriricn natict; tsgttirvd ................... 9.11. 11.2. 12.1 Clarif tutu acid lnterpcuauocu ............3.63.94.9.11 C3can Site ............................................ 6.17 Codes ofTcchnkzi Sociay. Orp.aiution or A,.socpooa......................................33.3 C,fcmia of Conusct Tunes .....................23 Article Cr Paragraph Ntrnrbtr gatcral....................................6.2.6.91.1.1 Hard Commuruca.uion Prvgralns ................... FieJ Applirstion for Payment ...................... 14.12 FinalInspomon................................... 14.11 Fina1 Paytrent and Aecepcsncc ............... 14.13.14.14 PatwJ Uti'Iialion ............................ . 14.10 S ob=nthJJ Completion ...................1.3.1. 14.1-14.9 W vw d Clouts ............................. ...14.15 Comataation of Ticks ........................17.2.1-172.2 Ccnct3aittg Subaonaaczo:s. Strppl iers and Others ............................6.1-6.11 avtiaily acceptable sdiedu3es ... ..................... Z9 ... .................................2.i Coallict. Error. Arttbigsaty. D --. CONTRKTOR to Peron ....................'.2.3.3.33 C�raouetioa. b01 a somas by COI (TR CIOR .... 23.2.7 Caosvuaion Madtinay. Egtsiposatt, to ...............6.4 c4odrstatg the Work ............................. 6.29. 10.4 Comm Dotsmrents— Amermintg........................................... 3.5 Bonds...............................................5.1 CashAJtorrusacs................................... 11.5 Orono of Conuaa Price ............................. I I Char'e d Coeunt= Ticuts ............................ 12 O' ar in the Wort ...........................10.4-103 check and verify.....................................23 Ciarifrtaiiora and Iruo-pmulions ....... 32. 3.6. 9.4. 9.11 d .rvtion of .............. ..........................1.10 ENGINEER as ini" imcrpretr r of ................. 9.11 ENGINEER as OWNER'S mprrsmudw ............ 9.1 gessesal................................................3 insw-arict............................................3.3 Irueru............................................3.1.3.4 rnirw vara6oru in the Wort ......................... 3.6 OWNER, retpormbility to twtush d.ta .............. 8.3 OWNER'g respana'biiry to tttakc prwyt paymau ....................... E.J. 14.4. 14.13 prndwc ....................................3.1.3.3.3 R.ncord Doctanents .................................6.19 Rcicraicc La Surr±ands and Spiocu d Technical Sc.*x cs ..............................33 Retatcd Wirt ........................................ Rcporung and Rczolving Discrepancies ...........2.5.33 Rcusc of.............................................3.7 su ►►cuing.......................................3.6 Tcnrui titm of ENGINEER'S Etnptoytrrat ...........1.2 Unit Price Work .................................... 11.9 vanayons................................. 3.6. 6.2].61? Vis.iu to Site.. ENGINEER a ......................... 9.2 Contract Prix— a4junrncm of ................3j41,9.4. 9.4. 103. 11.2.11-3 Ii Decision on Disputes•...............................9.11 ddtnition of........................................1.11 ContraTires--- adjusur cnt of ......................33.4.1.9.4. 103. 13 Chan fc 12-1.12.4 ArriCie or Pororraplt h'umbrr Commcnccmcnt of .... ...............................'_.. definition of ........................................ 1.12 CONTRACTOR— Aeccpta.nce of Insurance ............................ 5.14 Limited Reiiancc on Technical Lisa Authorized ..... 4.22 Communizations ............................... U. 6.92 Continue Wcrt:................................ 6.29. 10.1 coordination and uhcdulinE......................... 6.9' dcftnition of ........................................ I.1 May Stop Work or Terminals ....................... I5.3 provide site access to others .................... 7.2_. 132 Safety and Protcaxrn ....... 4.3.1.2. 6.16. 6.I9, 6.21-6-_3. 7? 13 2 Shop Drawing and Sample Review Prior to Subminsl . 6 `c StopWork requirements ...........................43.2 CONT'RACTOR's— Compeaniion.................................. 11.1.11 Continuing Oblipaon ..............................14.1. Defective Work .......................... 9.6. 13.10-11. I4 Duty to c wrest defccsive Wort ..................... 13.11 Duty to Repon— O an cs in the Work atucd by Esnei tncy....................................... 6 ft Defects in Work of Others ......................... Diff m rag conditions ..............................41.5 Discrrpancy in t urnenu ...........2.5.3J.2..6.142 Underp'ound Fbties not indicated ..............432 EmecTcucic3........................................ 6 ?t Equipmens and Machinery RenuJ. Cost of the Wort...................................11.4.3.3 Fic—Cost•Plus ..................... i 1.43.6. 11.5.1. 11.6 Cxrttnl Warrutry and Guarantee .................... 630 Hazard Corrunuru aeon P orrarns ................... 62.2 lnde nr i6caiion . .................... 6.12. 6.16. 631 &33 Ins? ei on of the Worst ......................... 73. 13.4. Labor. Materials and Equipment ..................6.3-63 Laws and Regularions. Compliance by .............6.14.1 Llibtliry lnusrance................................... 5.4 Nodes of Intern to AppcaJ ..................... 9.10. 10.4 oblip.tion to perform and cc nptele the Work ........630 Patrol Fees and Royalties. paid for by ...............6.12 Performance and Other Bonds ........................5.1 Permits. obtained and paid for by .................... 6.13 Progress Schedule -----2.6.22.2.9. 6.6. 6.29. 10.4. 152.1 Request for formal decision on disptnes ............. 9.1 1 R.esponstbli hies— Ourtget in the Worst .............................. 10.1 Concerning Subconu-saors. Suppliers and Others . 6.9- 6.11 Continuing the Work ........................(• 10,4 CONfRACIOR's expense ....................... 6.7.1 CONTR).GIOR's Genera Warranty and Guarm. Ice...............................................6.30 CONTR) OR'srt icwpriortoShopDrawingor Sam- ple subrnitul.....................................62.5 Coordirution of Work .............................. 6.9.2 Errtcrgcncics..................................... 6 23 ENGINEER's evaluation. Substitutes or "Or -£--quid" Items ...(.......... ............6.7.3 Articie or Porotrreph Humber For Acts and Omissions of Others .....6.9.1-6.9.2, 9.13 for deductible amounts. insurance .................. 5.9 general.................................6.7.2. 7.3.8.9 Hazardous Communication P'ro'grams .............62.2 Itxdemruncnon ..............................631.6.33 Libor. Materials and Equipment ................6.3-6.5 Laves and Re utauoru ............................ 6.14 liability Insurance.................................5.4 Notice of varuilon from Contras Documents .....6.27 Patent Feces and Royalties .........................6.12 Permits...........................................6.1' Progreu Sdtcdulc.................................6.6 Rezord Dtxumertts ............................... 6.19 rtlatetd Work performed prior to ENGINEERS approval of required submittal$ .................6.2Z safe tructuraJ1oading ............................ 6.18 Safety and Protection ................... 620. 7? 13.2 Safety Rtpresenwive ............................. 6.21 Sehedulmg the Work ............................. 6.92 Shop Drawngs and Samples ...................... 6.2.1 Shop Drawings and Samples Review by ENGINEER ................................ 6.26 Site Cleartl i rsess...................................6.17 Subrrutul Prvecdures .............................6.2.5 Substitute Co+uuuci,on Methods and Procedure .................................... 6.7.2 Substitutes and "Or-EguaJ" Items ................ 6.7.1 Sup nntendence...................................6.2 Supervision........................................6.1 Survival o( Obliptioru............................. 6.34 Taxes............................................ 6.15 Tauand Inspectioru ............................. 13.5 ToReport........................................._S Use of Prcnusc-s ....................6.16-6.18. 6.30.2.4 Review Prior to Shop Drawing or Sample Subni.i aJ .. 6.25 Right to adluutmeru (or changes in the Work ......... 10 2 right to claim .. 4. 7.I. 9.4. 95.9.11. 102. 111. 11.9. 1'_I, 13.9. 14.9. 15.1. 15.5. 17.3 Safety and Protection .................6.20-6.217.2. 13 Safety Represcnutive ............................... 6.21 Shop Drawings and Samples Submittals .........6.24.28 Spcciai Conaultanu ............................... 1 1.4.4 Substitute Constriction Methods and Proczdures ..... 6.7 Substitutes and "Or -Equal" Items. Expense .. 6.7.1. 6.7.2 Subcontractors. Suppliers and Others ............6.8-6.11 Supervision and Superintenderxx ........... 6.1. 6.2. 6.21 lazes. Payment by ..................................6.13 Use of Premises................................6.I&.6,18 Wamnues and guarantees ...................... 6.2 ). 6.5 Warranty of Tide ................................... 14.3 Written Notice Required -- CONTRACTOR stop Work or terminus ........... 15.5 Reports of Differing Subsurface and Physical Condi- tions............................................. Substantial Completion ...........................148 CONTRACTORS —other ................................. 7 Contractual Liability insurance ...................... 5.4.10 Contractual lime Limits .............................. I' Coordination O4700-7 .trricir or Potorrooh Number COKTR/.CTOR's responsibility ....................6.91 Copiesof Documents .................................. 2 Correction Period .................................... 13.12 Correaion. Removal or AettptanCt of Defective Work in general ............................. (4.4.1. 13.10 1J.i! Aeeepar= of Dtftcdve Work .................... 13.13 Correction or Rcmovxl of Defective Work ..... 6.30. 13.11 Correuion Period .................................. 13.12 OWNER May Correct Deferiive Work ............. 13.14 OWNER May Stop Wort .......................... 13.10 Coat -- of Tests and Irupeaions ............................. 13.s Reaonds............................................ 11.7 Cau of the Work — Bonds and insurance.. additional ................. 11.4.5.9 Cash Di.ac.ounu...................................11.4.2 CONTRACTOR's Fre .............................. 11.6 Employer Expenus ............................. 11.43.1 E.zdusioru to ........ .............................. 11 S General........................................11.4-11.3 Home Office and overhead expcmcs ........ ........ 11.3 Isues and din%arci ............................. 11.4 3.6 M atenequipme ala and nt ................ I1.4,2 Minor u pests.................................11.1.3.8 Payroll cosu on changes .......................... 11.4.1 performed by Subconu orrs ...................... 11.43 Record. ............................................11.7 Rentals of corutruction equipment and maeiiincry . 11.43.3 Royalty paymcntL pamiu and IKatie fees ......11.433 Site office and temporary faa1ties ............... 11.43-2 Spezia.! Consultants_ CONTR.ACTOR's ............ 11.4.4 Supplrmcnuf..................................... 11.4 3 Taxes mated to the Work .......................11.43.4 Tests and lnspection................................$3.4 Trade Discoun u .................................. 11.4.2 UG7uiee. fuel and sanitary facilities ............... 11.4-5.7 Wort otter regular hours ..........................11.4.1 Covtrinj Work ................................... 13.6 13.7 (uuuilariye Remedies ............................17.4-17.3 Cutting. fittini and patching ............................ 7.2 Dare to be funtnhcd by OWNER ...................... E.3 Day—ddiruaon or ...................................172..: 17 ? Decsions on Disputes ........................... 9.11. 9.12_ defective—dchnnion of................................1.14 defective Work-- Acacptanc of ..............................10.4.1. 13.13 Correction or Removal of ................... 10.4.1. 13.11 Correction Period ..................................I3.1 is .. .... .......................13. 14.7. 14.11 Observation by ENGINEER .........................92 OWNER May Stop Work .......................... 13.10 Prompt Houcc of Defecu ....................... 13.1 Rcjc'ting............................................ 9.6 Uneovennythe Watt ...............................13.8 Definitions ............................................... Delays .................................4.1.629.12-3-12.4 Delivery of Bonds ...................................... r?clivc y of ccruticires of imurancc 7 ArriCfr or Parotrtt4A Number Deterreinations for Unit Prices ........................ 9.10 Differing Subsurface or Physical Conditions Notice of .......................................... ENGINEER's Rcvitw ............................. 414 Potnblc Contract Doeumenu Change .............. 4� Ponrbk Price and Time Adjustmenu ..............4.2..6 ()scrpar6cs-Reporting and Resolving .... 2-5.3.3.2.6,142 Duyute Resolution — Ape r r .....................................16.1.16.6 Arbitration ..................................... 16.I-16 S general ............................................... 16 Mediation .......................................... 16.6 Dispu tc R caul u i ion A grvemcrtt .................... 16.1-16.6 Daputcs. Decisions by ENGINEER .............. 9.11.9.12 ff- Copies of ........................................... Rccvrd.............................................6.19 RC•ae of.............................................3.7 D awinp—&J ninon of ............................... 1.15 Ea.scmr-nu ............................... ............. 4.1 ENeeuve data of Apc+tment—definition of ............. 1.16 Em4>7crtacs.......................................... ENGINEER — as inisal intc.-prttcr on duputu .................9.U4.12 dchniuonof ........................................ 1.17 Limitutons on authority and resaonstbilities .................................9.13 Reptsacmcrit of ...................................... R1 Rmaan Project Repreuncuive ...................... 93 ENGINEER's Cons0itant-4dmition of ...............Ill ENG INEER's— au honty and rtsponsibi1ty. lirniuuoru on ...........9.1) Authorized Variations in the Wort ....................93 Change Orders, resporuibJky for .......... 9.7. 10. II. 12 C7arihca:iocu and l ni a rp rc to tioru ............... 3.63.9.4 Decisions on Disputes .......................... 9.11.9.12 defective Wort- notrcc of ...... .................... 13.1 Evaluation of Substimtrte Ite ns ......................6.7.3 LiabiL'ty ...................................... 6'..9.12 Notice Wort is Acceptable .........................14.12 Obser.-a.uans .................................630.2.9? OWNER's R epresetttuivc ...........................9.1 Payments to the CONTRACTOR. R.cspocuiblity (or ..............................9.9 I. Recommendation of Pavmcnt .................$4.4, 14.13 Rcsportsib ili ti es— Luniutions on ............................... 9.11.9.1 f< -vi -w of Reports on Diffesitt= Subsurface and Physical Conditions ........................ I11 Shop Drawings and Samples. review rtsponsMiry................................• ...6.7 Sratus During Construction— 9., authorize.'. variations in the Wort ..................9 Clarifications and lntcrprca6oru .................•. 9 .......................9.11.. Derision an Disputes ........................9.11'. Determinations on Unit Price ............... ......9.1' 9.11-9.1 ENGINEER* Initial lntcrprttu...........— 9.1 9. ENGINEER's Reapoas bliuel ................ 00700-8 Article or Parotrroph I�ivmher Lit .tuions on ENGINEER's Authority and Rcsporuibilitics...................................9.1= OWNER'S Reprtsenutive .........................9.1 Prgjcct Roprrsentativc .............................9 Rejecting Defoctivt Worst . ....................... 9.6 Shop Drawinp. Chuiir Orders and Payments . ...................................9.7.9.9 Vuits to Site......................................9.. Unit PNee DcicrminuiEms ........................... 9.10 VLtu to site ......... ............................. 9; Writiat consent reguire;d ......................... 7_'. 9.1 Equiprtcnt_ Labor. M.sser�als and ................... Eguips.nt rcnul. Cost of the Woti ................ 11.4.3_ Eguiya]rnt Materials and Equiprrzcrtl .................... 6.7 F.rrars or omsnions................................... 6.34 Evidence of Ftrwndal Amnpements ................... 1.11 Fatplarations of phrsial conditions ................... 41J %e.. CON'CR aR'►--CA s -Plus ................... 11.6 Fndd Order— dcfirtition of ........................................ 1.19 isw by ENGINEER .........................3.6.1.9' Furl Application for Payment ........................ 14.12 Frss] Irsspection...................................... 14.11 Find Paymcnt— and Ac rptuscc .............................. 14.13-14.14 Prior to, for cash allowances ........................ 113 Genexal Provisions ...............................17.3.17.4 General Requintmcnts— deftrition of ......................................... 1 '0 principal rdersas to .............. 2.6. 6.4, 6.64.7. 6.24 Giving Nodct......................................... 17.1 Gwtrznte of Wort —by CONlR =R .............................. 630. 14.12 I�axar'd Coatmur>ia.6on ProFrarrts ..................... 6� Hxardous Wane — defutition of ......................................... 121 t?tncraJ................. .43 OWNER's responsibility for ........................ Lbo Itdernnificaxion ........................ &1L 6.16. 631-633 Initially Aaoepnblc 5chedulex .......................... 2.9 I nspcction-- Cexvftr .L of ......................... 9.13.4. 13$. 14.12 Fitts! ...... ........................................ 14.11 Sp.ocial. required by ENGINE....................9.6 Tests and Approrai ........................ Li. 133-13.4 lnnrrancc -- Acccpunoe of. by OWNER ......................... 5.14 Additional. required by changes in the Work.................................11.4.5.9 Bdore aurting the Work ............................. 2.7 Bonds and --in gcnaal.................................S Cancellation Provisir.os .............................. 5.R Certificate of .. 2.7. .3. 5.3. 5.4.11. 3.4.13.5.63. S.R. 5.14. 9.13.4. I4.1'_ completed operarintts ..............................5.4.13 CONTRACIOR's Liatbility ........................... 3.4 CONTRACMR's otrjoaiott to covctagfe ............. 5.14 Contractual Liability ..............................5.4.10 Article or i'araerap, Number deductible amounts. CONTRI4CTOR'% respon.Ability....................................S.4 Fin.l Applinticn for Payment ....... . 14,31% Licensed Insurers .................................... 3 Notice requirements. tnateri.l ChanF;s..................................5-4. 10.50 Option to Replaec..................................3.14 other special insu=ce$ ........................ . 3.10 OWNER as 6duaary for insureds .............. 5.12.5.11 OWNER's Liability .................................. 5.5 OWNER's keiponsibrlity ............................ 1 Pani:.1 Utih.zlhon. Property Insurance ............... 3.15 Propsn% ........................................5.6.3.10 kecerpt and Apy1�. uon of lnsurarce Procccds .. 5.12-5.13 SgetialInsurance...................................5.10 V.ai+2r of Riphis ...................,................5.11 Intent of Contra i Documents .......................3.1-3.4 lnterprtetstions and Cluiftc .lions .................3,63. 9.4 Investigations of physiml conditions .................... 4 Libor. Mare'als and Equipment ....................6.3-63 LM - andEasemenu......................................1.4 AYail ,babe, of ................................... 4.1. 1.4 Reports & Tesu..................................... 1.4 LUwi and Reryla:ions. -Laws or Repulations— Bonds........................................... 5.1.5 2 Oa.n grin the Wort ................................ 10.4 Contract Doaments.................................3.1 COt�TRACIOR's Respcfuabi1ities ................... 6.14 Co:tr..-von Period. ddcetivt Work .................. 13.12 Cost of the Work. uie ......................... 11.43.4 durtniucn of........................................1.22 feral.............................................6.14 Irdcmrtiitcauon................................6.31-633 Iruurance............................................3.3 Preccdcncc .................................... 3.1.3 3.3 Ref entree I0 ....................................... 3 7.1 Safcty a.td Prttc 'jon .......................... 610. 13_2 Subaorura.�on. Suppliers and Others ............6.1-6.11 Tests and iaspceiiens ...............................13$ Use of Prrsniscs....................................6.16 Vtsto Site.........................................9.2 Liability Innrrance— CON,RACTUR't....................................3.4 OWNER's ...........................................Si LJcerued Sureties and Insurers ......................... S 3 Licns— Applicntion for Prvyras Payrncnt ................... 14.2 Contractor's warranty of Title .......................$41 F iirsaj Application for Payment ...................... 14.12 dction of ....................................... 133 h na Wsivcr of Claims .... 14.13 ........................... Urnitauons on ENGINEER'% authority and responsibilities ...... .. 9.13 Urnitcd Reliance by CONTRACTOR Authorizcd ...... < 2' MaintcrwPcc and Op atinf Mantuts— Firul Application for Payrncnl ......................I Manu.a.ls (of othctsl-- Ncccdcncc ...... ................. 333.1 Arrirfe eir Ptvi:eroph Number Reference to in Contract Documents ...........:.... 33.1 Materials and equiprncnt- fumished by CONTRACTOR ........................ 6.3 not incorporated in Work ............................ 14.2 Materials or equipment--4quivllent ..................... 6.7 Mcdudon 1 OptwnaJI.................................. 16.7 Milestones^ -definition of .............................. 1.24 M tscetlaneou s-- Compuwion of Times .............................. 17= Cumulative P.emedics ............................... 17.4 Giving Notice.......................................17.3 Notice of Claim ....... ............................. 17.3 Professional Feu and Court Costs Included .......... 17.3 Multi -prune contraus.................................... 7 Not Shown or Indicated ..............................4.5.2 Notice of- Accrptability of Project ............................ 14.13 Award. definition of.................................1.2.5 CJsirn.............................................. 173 Defeeu............................................. 13.1 Differing Subsurface or Phvsid Conditions ..........4_'3 Giving..............................................17.1 Texts and Inspections .... .. ..................... 13.5 Varutioo. Shop Draw -in, and Sample ................6.27 Notice to Proceed - definition of ........................................ 1 26 givingof ............................................. 2 3 7"lotifiauon to Surriv.................................10.3 Obscrraaions. by ENGINEER .................... 6.34.9_' Occupancy of the Work ................3.13.630.2.4. 14.10 Or:tissions or acts by CONTRACTOR .............6.9.9.1) ..Open peril" policy forth lnsurance ...................5.6.2_ Option to Replace ........... ........................ {.14 ..Or EguaJ" Items ...................................... 6.7 Otherwork .............................................. 7 Overtime Work -prohibition of ......................... 6.3 OWN ER- Ameptince o(defective Wort:..• .................... 13.13 appoint an ENGINEER .............. as fiduciary ....................................5,12-5.13 Availability of Lands. r=ponaibrlity ................... 4.1 dcfinivanof ........... ............................. 1.'_? data.furnith......................................... a.? May Correct De(ective Work ........................ 13.1.1 May rouse to make payment ........................ 14,7 May Stop the Work................................1)31) may suspend work. terminate .......................8.8. 13.10. 15.1-15.4 Payment. rake prompt ...................83. 14.4. 14.13 pe-rformance of other Work ........................... 7.1 permits and licenses. requirements .................. 6.13 purthascd insurance requirements ................ OWN ER's -- Acceptance of the Work ......................... Change Orders. obliption to execute....................................L6. 10.4 Communications.....................................9.I Coordination of t'.c Work ............................ 7 A Lisputes.requcst(or decision ....................... 9.11 Article or Pcretrapl, Number Impections. tests and approvals .................8.7. 13.4 Liability Insurance ...................................5 t Noticeof Defects ................................... 13.1 Reprrsent.uivc-Dtuing Construction.. ENGINEER'S Status ........................ .. 9.1 Res ,ets.ibtli ue- Asbestaa. PCS's. Petroleum. Haa etot:s Was t.e ot1 Ra+d iaacti ve M a teriiJ ..................$30 Change Ord crs....................................8.6 Chan"in the work .............................. 10.1 communi.tions...................................8.1 CONTRACTOR's rtuponstb+liucs .................. E.9 evidci c of financial atma.nycrrrru ................ 8.11 irtrpecsions. test: and .pprovals .................... 8.7 Iruuruxce......................................... E S Lands and . icrncnu ............................... 8.4 pronetyt r.ytnont by ................................ II3 replarasswmt of ENGINEER ....................... E3 re:poet.s and ttsu...................................14 stop or auspendd Walk ..................12. 13.10. 15.1 tertrcinate CONTRACTOR's aervicrs ..........8.!. 15.2 separate revrtia.encuivr u site ........................ 9.3 independent testing ...................... ........ 13.4 use or otxvvaney of the Work....................................5.15. 14.10 wham consent or approval required ............................... 9.1. 6.3. 11.4 wrinen notice required .......... 7.1.9.4. 9.11. 11.1. 11.9. 14.7. 15.4 PCBs- de6rvtion of ....................................... 1 "9 grtu7al.............................................. 4.3 OWNER's responsibility (or ........................ 8.10 Partial U tih .tjon- deftrtitwn of ........................................ 1.28 rc*x*al................................... 6.3024. 14.10 Property Insurance.................................5.15 Patent pots and Royalties ............................. 6.12 Payment Bonds ..................................... 5.1.5.2 Payment .. Recz,mmcnd.uioo of .............14.4-14.7. I4.I3 Paytnenu to CONTRACTOR and Completion— Applicii6on (or Prop -cu Payments .................. 14.2 CON P,+k=R's Warranty of Title ................. 14.) Final Application (or Payment ...................... 14.12 Final Iris pcctio n ...................................14.11 FiuJ Payment and Actepuntcx ...............14.11-14.14 cencnl...........................................8.3. 14 Partial U inanition .................................. 14.10 Reuirugc...........................................14.2 Review of Applications for Pm .as Payments ..................................I4.4 -I4.7 prompt payment ..................................... 8.3 Schedule of Values .................................. 14.1 Substantial Completion. ..... 14.5-14.9 Waiver of Claims ............... .................. 14.15 when payments due .......................... 14.4. 14.1) withholding payment ................................ Pcrfornun.ce Bands ................................. 1 5 5.gi: Permits .......................................... 00700-10 Article er Pararraph hamber Petrolcurn— definition or ........................................ 1.10 general ....................... 4 OWNER'% responsbilily for ........................ 6.10 Phrsicsl Conditions-- Drawinp of. in or relaunt to ..................... .1.2.1.2 ENGINEER'% review .............................. t 2.4 existing strvcturts..................................4.1.3 gencraJ.............................................2.1.. Subsurface and ..................... ................. 4.2 Underground facilities ............................... 4,5 Possible Connecter Do nines a ChLMe ............... 4' t Possible Price and Times Adiussrrrcnts .............. 4-2.6 Reports and Drawu i ..............................4.2.1 Notice of Differing Subsurface or . .................. J? 1 Subsurface and......................................42 Subsurface Conditions ............................4.2.1.1 Technical Du,a.. Ll.mited Relic= by CONTRACTOR Aullroad 4.2--2 .................... Undcrgzound fsulities— general..........................................4.3 Not Shown or Indicated ........................3.2 Protection of ...............................4.3. 6?0 Shown or Indicated ............................ 4.3.1 Tcchrc J Data .....................................422 Preconsweuon Conference ............................ ' 6 Prrlirruru v Masten ...... ~2 Preliminary Schedule% .................................. 2.6 Premises, Use of.................................6.16-6.18 Price. Change of Contract ............................... 1 I Price. Contact-4ehnition of .......................... 1.11 Progress Payment. Applications for ....................14.2 Progress payment—Tstairuge ...... Progress schedule. CONTRJVCTOR's .....2.6. 2.8. 19. 6.6. 6_19. 10.4. 152.1 Proicct--definition of..................................1.31 Project Representative-- ENGINEER't Stuus During Construction ............ 9 3 Project Represenudve. Resident --definition of ...................................... 1-33 prompt payment by OWNER ........................... 1.1 Property Insurance Additional...........................................3.) general ..........................................5.6.5.10 Partial U to i iniio n ........................... 5.15. 14.10.2 receipt and applic ai.ion of proceeds ..................................3.12.3.13 Protection. Safety a.nd .......................6.20.6.21. 13.1 Punch list ............................................ 14.11 Radioactive Materiatl--. dcbniuon...........................................L3' Fencrna.............................................. 4.5 OWNER's resporuiblity for ........................ 1.10 Recommendation of Pavtrtcnl .............. 14.4. 14.5. 14.13 Record Documents .............................6.19. 14.12 Records, procedures for tsuirttairun= Reference Points ....................................... 4,4 Referr ace to Scandarrds and Speci :cations of Technical Societies .. !.... Article or Parglroph Numbfr Regulations. Laws and toll .............:.............. 6.14 Reiectinp Oefmive Wort................................ 9.6 Retatcd Wori.— atSite ........................................... Performed prior to Shop Drawings and Samples tubrnituls review .................. 626 Ren cdiet. currrlistivc ............................ I7.4. 17.5 Rcmov.J or Corrersion of Defective wort:....................................13.11 renal apren-,rnts. OWNER approval required......................................11.4.3.3 replacement of ENGINEER by OWNER .............. 6.1 Reporung and Re solvirtg Di crct rteics .... 2.5.3.3.1 6.14.1 kcoOrt.�— and Drawings......................................4.2.1 and Ttszs. OW'NER's resportnblity. .................. Resident Pro+eG Represctuativr— definition of........................................1.3) provision for.........................................9 Rcsident Superintcnde'nt. CONTRACTOR'S .............6_' Resporwbii taea— CONTRACTOR's-in ges cral ...........................6 ENGINEER's-in Fenrsal ............................... 9 u mitasions on....................................9.13 OWNER's -in genial ..................................$ Retainage .............................................14.2 Reuse of Documents...................................3.7 Review by CONTRACIOR Shop Drawings and Sarnplu Prior to Submiusl ...................... 6.25 Review of Appliatioru for Progress Pavements ......................................14.4614.7 Right to an adtusuncnt................................10.2 Rightsof Way..........................................4.1 Rovalucs. Patent fees and ............................. 6.12 Sale Structunj Lcadirt; ............................... 6.16 Safct}— and Protection .......4.3.2. 6.16. 6.11. 620-6.21. 71. 132 general........................................6204.23 Reprrscntauvc. CONT'R .CTOR's ...................6.2$ Samples-- dc6nition of........................................1.34 genera) ............. ... ...................... 6 .24-629 Review by CONTRACTOR ......................... 625 F,evtcw by ENGINEER ....................... 6.26. 6.27 related Wort ......................................... 6.26 submittal of.......................................624.2 submitul procedures .................... ........... 6.75 Schedule of progress .....2.6. 2.82.9. 6.6. 629. 10.4. 15.2.1 Schedule of Shop Drawing and Sample S ubmi tut s ....................... 2.6. 2_.8-2.9. 6.24.632 Schedule of'values ........................ Z6. 2.6-2-9. 14.1 Schcdules— Adhcrcncc to.....................................I IS 6.6 A diustin;............................................ ......................................... 0 9 4 Change of Contract Tunes • E 1 Initially Acccpubtc ............................... 2. ? Prelirninsr......................................._3 Scone of Chanres .............................. 10 Subsurface Conditions ................................... 00'700-11 I, Article or Poratraph Number )p DrawinEs— and Samples. 1encsal ........................... 634-6.0 Ou Orders & Appli—tion-s (or Payments. and ............................... 9.7.9.9 definition of ............................ 13 S ENGINEER's apprvvaJ of ......................... 3.6= ENGINEER's rzsponwbility (orrrvic w ............................... 9.7.6.24-6.2.8 rcivai Work .............. 0 ...0444.....0......... 6.2E rc'icw prc�ccdurrs ......................... =f. 6.24.6.28 submittal rcquimd................................. 6_24.1 Submirsal Proccduru ............................... 6.25 u to approyc subsututiotu ........................ 6.7 .3 Shown or Indinted................................... 43.1 Site Atatess....................................... 7.1 1).: Site ticartiines........................................ 6.17 Site. Viasu to -- by ENGINEER ................................ 9.2.. 13.2 byothers .......................................... 13.2 "Special tausrs of loss" policy form. irtstmnce ....... 3.6-2 Spciifiations - defatidon of ..................................... 136 of Techninl Socictics. mfcrerta to ................. 33.1 pradcrtcc........................................ 3.33 Standards and Spccdtations of TethnirsJ Saacuct ..... .... ................................33 Stanirtf Connruction. Before .......................: Startin.g the Work......................................14 Stop or Stipend Work — by CONTRACTOR ................................. 155 by OWNER.............................9.E. 13.10. 15.1 Stora4rc of nvterWs and equipment ................. a.1. 7_ SucsunJ Lzading.. Safety .............................6.18 SubconLractor--- Concernins...................................... 6.9.4.11 dcfinidon of ...... .................................. 137 delays.....................................12_i waiver of rights.....................................6.11 Subcvntracwn.---in genera! ........................6.2-6.11 S u boo ntrans—raq u i red p rtyv i ions ........ 5.11. 6.11. 11.43 Subrniaals.— Applic iiaru for Paymrnt ........................... 14.2 Maintenance and Operation Manuals ............... 14.12 Pmcedurrs......................................... 6.=t Progrrss Schedules................................6. 2.9 Samp Ica ............ ........................... 6_4-4. 2.8 Schedule of Values ............................._.6. 14.1 Schedule o(Shop Drawinp and Samples Submissions ....................2 6. '_.3-2..9 Shop Drawin p .................................6.24-6.28 Substantial Complction— ccnifcition of ........................6302_i. 14.6-14.9 definition of .. 1.38 Substitute Cunstruction Methoc's or P.ocedures....... 6.7.2 Substitutes and "Or Equal" Items ...................... 6.7 CONTRACTOR'4 Expense ....................... 6.7.1.3 ENGINEER's Ev]JuJlion ..........................6.73 "Or-EquJ"........................................ 6.7.1 Substitute Construction Methods of Procodun.i .....6.7.2 Article or Parorroplr Number SubstituteItems..................................6,7.1' Subsuriacz and Physiczl Conditions— Drawin. of. in or rtLatint= to .....................4.2.1.: ENGINEER's Review .............................4.2.4 fene sl.............................................. Limited Rdianez by CONTR/.CIUR Authorized....................................4.2.2 No6cc Cl Dilfctiai Subsurface or Pit YsiaJ Conti do tu................................ Phvsital Condiuoru................................. 43.1 ' Possible Coe%tact Doairna.a Chaa#e ..................4 2,j Possible Price and Tin es Adjuv=uau ................ 4 6 Rcporu and Drawings ................................ 4 ? 1 Subsurficcturd.......................................1.2 Subsurface Car4itioeu u the Sits .................4.2.1.! Tcdtutkw Dw..................................... 4.2..: CONYI JCTOR's respo iry ......................6.1 OWNER tJ U no4 supervi= ......................... E.9 ENGINEER shall re zupervim ...............92.9.13= Supenmendcnce.......................................6.2 Suoaintardene. CON7V—*j.TOR's resident ........... 6.2 Suerne?iuJ cosu.................................. II.4 3 Svpptanenarr Conditions-- defini6on of ........................................ 1 3 9 pnncaal refcrence to .... 1.10. 1.111. 2_ =..7.43.43. 5.I. 5.3. 5.4. 5.6-S.9. 3.11. 6.2. 6.13. 7.4. 9.11. 93.9.10 Supplemenuns Contract Doeumcnu .................... 3.6 Suppler— . definition of ..................................... 1.10 pnr.cp4J re(ae:rcci to .................. 3.7. 65.6.8-6.11. 6?0. 6.24. 9.13. 14.12 Vrai.er of Righu.................................... 6.11 Surcty-- c.orscnt l0 final paymrnt ..................... 14.12. 14.14 ENGINEER ltu no duty to ......................... 9.13 N o tifta.6 o n o f ........................... 10.1. 10.5. IS.: 4ualifimton of...................................5.1.5.3 Surviyai of Oblipuons................................634 Suseend Work. OWNER May .................. 13.10. 15.1 Sustx'rtsion of Work j4 Termirtuion................... 15 CONTRACTOR May Stop Work or 'icrsrunatc .................................."0000 15.5 OWNER May Suspend Work ....................... 15.1 OWNER May Terminate ....................... 15.2.15.4 Taict-Payment by CONTRACTOR .................... 6.15 TcthnicatJ Data-- Lirritcd Rdiartcc by CONTRACTOR ............... 4.2.2 Possible Price and Ttrnet Adjustments ..............4.2.6 Reports of Differing Subzurrace and PhysiaJ Conditions................................2.3 Temporary construction facifitks ........................ 4.1 Tc rmirution--- bv CONTRACTOR................................15.5 by OWNER ...............................,g. 15.1•I5.4 of ENGINEER's employment ........................ Suspension of Wotn rental ........................3 nd . IS Terms aAdjectives ............• ............... Teti and Inspecuccu.-- 00700-12 Article or Paraer pn J4UFM!Mr Accr 4 to the Worl:. by other ...,................. 13.. CON7R.*C DR's ruponxibt'litics .................... costof ................. ................... 1 covering Work prior to ......................... Laws and Regulations Ion .......................... 13$ NDuce of Defew................................... 13.1 OWNER M sv Stop Wort ........................ 13.19 OWNER's independent testing ...................... It.4 ipeclal. rcgtnr'ed by ENGINEER ..................... Y.h timely notice requir d ............................... 13.4 Uncovering the Wort;. at ENGINEER, requeu.................................... O X13.0 Time --- Au.1.inS ..........................................6.r. Change or Contn n ................................... 1: Adiustitt;............................................6.n Ccmpuwion of ..................................... 17= Contrxt Tune--dennition or .......................1.1: day................................................I7.� Milestones ........................................... 1: Requirements— appeah.......................................... 16 clarificasioru.. claims and disputes .............................9.11. 11.2. ,: commat�nent of contract times ................... 2— prr>=onuruction confer ncc ......................... 1 5 schedu}es .................................2-6.2-9, 111rtinj the Work .................................. 2.4 Title. Wzrranty or .....................................11.: U ncovcnnr Wort ................................ 13.S-13.9 Underground Facilities. Physical Condition}— defi ninon o( ........................................ 1.41 Not Shown or Indiated ............................ 4.3� protection of...................................4.3.6.20 Shown or Indicated ................ ............ 4.3.1 Unit Price Wort; — claims............................................ 11.9.. definition of........................................1.1: gcncril ..................................11.9. 14.1. 14 c Unit Prices— Ecncral........................................... Il 3.t Determination for ...................................9.10 Use of Promises ........................ 6.16,6.18. 6.30 _.4 Utility owners ...................... 6.1:.620.7.1.13. 13.` Article or Peraaropb Number Udltation. Panial ............... 1.21.5,15.6.30.2.4. 14.1U Value of the WarL..................................... 11.3 Vduu. Schedule or ....................... 2.6. 2-1-2.9, 14.1 Vatiasiorlt in Wort —Minor Authorized ................................6.23.6.27.9.5 Viiiu ofe Sit—bv ENGINEER ......................... 9 2 Waiver of C1sima.ott Firul Payment ........- .............................. .. 14.15 V'aiyer of Rifftu bvinsured panics ........'.11. 6.11 Warranty and Guaramee. Genci --lty CONTRACTOR .................................... 6.30 Warrutty orTitk. CONTRACTOR' ................... 143 Work.... Arrest to ........................................... 13.2 by othcn........:.....................................7 ChAAM in the ..................................... IO Continuiij the ..... ..............................6.29 CONTRACTOR Mar Stop Wort or Tenrmate.:................................. 13 t Coordination of ...................................... 7,4 Cost of the.....................................11.4-11.5 definition of ......................................... 1.0 neglected by CONTRACTOR ...................... 13.14 other Wort............................................2 OWNER May Stop Work .......................... 13.10 OWNER May Suspend Wei ................. 13.10. 15.I Rdated. Work at Site ............................. 7.1-73 Suiting Ih. ..........................................2.4 Stoppin; by CONTRACTOR ........................15.5 5toppin# by OWNER .......................... 15.1-15.4 hriuion and deyiiation sutharised. minor...........................................3.6 wort: Creme Directive — claims pursuant to..................................10.2 defininon of ........................................ 1.44 prinapal references to ....................3.5.3. 10.1-103 Wntten Amendment— dcnnition of ........................................ 1.45 principal rtfcrrnccs to ... 1.10. 3.5. 5.10. 5.1'`. 6.6? 6.L2. 6.19. 10.1. 10.4. 11' 12-1. 13.122 14.7 .2 Wntten Oarifte.aDons aM lnterpresauons ........................... 3.6.3. 9.4.9.11 Wntten Notice Required — by CONTRACTOR ........ 7.1. 9.10-9.11. 10.4. 11.2. 12-1 bt' OW'NER ....................9.10.9.11. 10.4. 11.7. 13.14 00700-13 GENERAL CONDITIONS ARTICLE I --DEFINITIONS Wherever used in these General Conditions or in the other Contract Documents the following terms ht the messnirsgs indirxtcd which are applicable to both the singut.ar and plural thereof; I.I. Add<nda~Written or rraphie instruments issued prior to the opening of Bids which clarify. correct or cttatne the Bidding Requremcnts or the Contract Doarrncnu. 1.2. Aprremen►—The wtitun axttract bet,'ccn OWNER and CONTRACTOR capering the Work to be performed. other Conuaci Doatmrnu are atzsd to the Aptcmcru and made a put therm( u prorided rhexeirt. I.J. Appficariat for Pawntenr--The form acezgted by EN- GINEER whidi is to be used by CON7RACMR in r uesting prtt'grccs or 6ru1 ptaymerttt and which is to be a ornpanied by such aspporang doevir►enusion u is required by the Comsat Donartenu. 1.4. A.sbcrtos—Any material that conuiru more than ore patent asbestos and is friable or is relnsireg asbestos nbers into the air above current action lereis caabiished by the United States Ocrupaiiorul Safety and Hc2iLh Adaunistsuion. ii. Bid —The oITr r or proposal of the bidder submitted on the przscrib d form scoring forth the prices for the Work to be performed. 1.6. Blddinr Documenrr—The advertisement or inviutron to Bid. inttructions to bidden. the Bid fort- and the proposed Contract Don.menu ]inducting all Addenda ,awed prior to recd pt of B ids I. 1.7. Bidding Requirrnsencs--The advenitrment or inriu- tiem Co Bid. instructions to bidders, and the Bid form. I.E. Bondi—fvrforrn.ince and Psymenr bonai and other instnuncnu of security. 1.9. Chance Order —A document etcornunended by ENGI- NEER. which it signed by CON17R CTOR and OWNER and authorirrt an addition, deletion or revision in the Work- or an adjustment in the Contract Price or the Contract Times. issued on or after the E5ective Date of the Arrecment. 1.10. Contract Documents —The Agreement. Addenda (which pertain to the Contract Documents,. CONTRACTOR -s Bid (including documentation accompanying the Bid and any post Did doczsmentauon submitted prior to the Notice of Award) when attached its an exhibit to the Agreement, the Notice to Proceed. the Bonds. these General Conditions. the Supplcrnertt.ary Conditions. the Spccificuioru and the Draw- ings as the same arc more soccifcally identified in the Agrec- merit. together with alt Wrincn Amendments, Chart Worst Change Directives. Reid Oniaaand ENGINEER-, written interpruuions and th ihtxtiotu iuyod ptsryanrtt to paragraphs 3.5. 3.6.l. and 3.6.3 on or alts the EQeaort Due of the Agreement. Shop Drawing ru>mittals &ppt per sn t to p ap hs &26 and 6.1? Sect the reportu and dies wi rats me (erred to in para.gra p h.s 41.1.1 an4 4.2.1.2 2 are tsa4 Con tract Dsxurnenu. 1.11. Cortrrotr Pace —The moneys payable by O WN F_R to CONTRACTOR for coalpksion of the Work in aacnrdartee with the Contract (u.s is tuied in the Apsartent (rubiea to the provmnons of paragraph 11.9.1 in the case of Unit Prct Work,, 1.1' Ca mete 7a —'re numbers of days or the dues s to cd us the A g: trmcst lip to Ldiiere S uher net t Compltu on_ rand ( ii) to coatpkxc the West so that it is ready Cr fixed parrnent u trvidarced by ENGI NEER's w'rittan rotxmmende- tiat of lira] parnent in scxudanc:e with paragraph 14.13. 1.13. CONTRAC7VR—The penott. firm or corporation with whore OWNER has entcrtd into the A.gru. 1.14. dejrceivr--An adjeesive which when modifying the word Wort refers to Wort that is unsatisfa.aary. faulty or deficient. in thu it does not coaform to the Contract Docu• menu. or does not meet the rrquimcsents of any inspection.. referencc su ,dud. test or approval rtkired to in the Contract Documents. or has been da_ztsged prior to ENGI- NEER's rtcommenduion of final payment funks r=porui- bility for the protection thertof his been usumed by OWNER at Substantial Completion io acetrdance with paragraph 14.9 or 14.10). 1.13. Dra-tngs—The drawings which show the scope. citent and characr.er of the Work to be funished and peT- formcd by CONTRACTOR and which have been prepared or a,proved by ENGINEER and arc relented to in the Contract Documents. Shop drawing's are not Drain ja as so dchncd- I.16. Efftnive Date of the Arrecrncnr—The due indicated in the Aeeerncnt on which it becomes effective, but if no such date is inducted it mearu the date on which the A.groement is sttneo and delivered by the tact of the two panics to sign and dclrve_. I.1. f.NGfNEER—The person. hrmorcorporaeron mined as such in the Agreement 1.11. ENGINEER': Consultant ---A person. finer or corms ration Navin{ a contract with ENGINEER to (tarnish scr reZa as ENGINEER's independent professional a5s�'^ or COO' suits -lit with reitxct to the Project and who is identified u suds in the Supplerrxntary Conditions. 1.19. field Order --A written order issued by ENGINEER which orders minor changes in the Work in accordance with puattswh 9.5 but which dots not involve a change in the Contract Price or the Contract Times. OO7OO-14 I.U. General Requiremenrs—&eczioru of Division I of the Spocificatiors. 1.21. Natardous WaJfr---The term Hazardous Waste dull nave the meaning provided in Section 1044 of the Sod Waste Disposal Act (42 USC Section 69Q31 as amended from time to time, I2Laws and Regulatioru: Law: or Re:ularions—And and all applic3hle laws. rules. rtpuluions. ordinance%, coda and orders of any and all trov,ernsneatal bodies, agencies. authoritics and courts having jurisdiction. I .2.3. L'rrtr—Licru, chw?,=. a.e rity inter=s or etrsun brancccs upon real prerany or persoctal pro'prrty. 1.24. Mikesrote—.A principal event specified in t e Ccr- tract Documentu rclatirtt to as inrrrnwii rr completion dice or time prior to Substantial Complction of all the Wort:. 1?5. NoticeajAxord--The written notice by OWNER to the apparent su+eccs ful bidder vatiag that upon corrtp(isact by the apparent sueecsdul bidder with the conditioeu precedent enumerated therein, within the time spec hod. OWNER will in and deliver the Agreement. 1.26. Notice toProceed—A written notice pvm byOWNER to CONTRACTOR £with a copy to ENGINEER.) firing the due on which the Coo tr ct Times will eo rnrn a to to run and on -Kith CONTF.ACTOp. %hall sort to perform CO,TRAC• fOF.'s obligatioru under the Contract Docu nenu. 1.27. OWNER —The public body or authority. corpora• tion. atscxiiijon. firm or person with whom CONTPJCMR has entered into the Arrrcment and (or whom the Work it to be provided. 1.28. Partial Utdcarion—Use by OWNER of a subuan- tiilly completed pan of the Work (or the purpose for wh.ieh nu intended Ior a rtlued purposeg prior to Substzrttiil Completion of all the Work. 1..29. PC.Ei---Polycitloriraatcd biphenyl:. 1.30. Pelrvlrum--Petroleum. including crude oil or any fraction thereof which ii liquid at sundird eondiuons of temperature and prusure (60 dcTrres Fahrcnhut and 14.7 pounds per square inch absolute!. such as oil. peuolcum. fuel oil, O0 sludFt. oil rtfure, gasoline. kerosene. and oil mixed with other nor -Hazy dour Wastes and crude oils. (31. Project ---The total cocutruction of which the Work to be provided under the Contract Doeurnents may be the whole. or a put as indicated elsewhere in the Conrry.0 Documcnu. 13'_ Radioactive ltfarrrial— Sourre. special nuclear. or oypcoduct material as defined by the Atomic Entr=y Act of 1954 (42 USC Section 2011 et seq.! as amended from time to time. 1.33. Resident Project ReprYsrnra(r — The authotited repr,cscnuuve of ENGINEER who may be auigncd to the tote or any part thereof. I.3 -t. Sompkrs—Physicicx nplaofautcri.a)s.egttiperMt_ or workmuuhip that are r+cVcncrA16ve of come portion of the Work and which estib('tsh the s urvdard e by which such pow of the Wort wl1 be judrtd. 135. Shop Dro.wt—All drawir .s. drams, Terser. Lions. schodules and other dace or irt.fortrmion vtrbjrh are s-peciftcaly pmpircd or asxzrbkd by or for CONTRACfoR and urbrsutted by CONTR AcfoR to illuszra a some porucn of the Wort. I..3&. Sprcy4casiorts—Those pordoa: of the Contact Doc• turiata ctonsesting of writiat terml desa'ipt.iorts of mairsi. a1s. egti tsrrrr.L amm% esion g - err L rundardi and wvtitanst^ ship as applied to the Work and t:a'saia admatjx stave dctij7s applicable thereto. 1.37. Szioconrrocro�—An individual. f.rm or coryoration h.avinj a dater contract with CON4'RA1✓TOR or with any other Subcmtruzor for the perforrunc'o of a part of the Work at the site. 138. Subnajuid Co+rtplerion~—The Work (or a specified part therwt) has pr,Vrsssed to the point what, in the opinion of ENGINEER as evidenced by ENGINEEER's dehnitivc etrtifieaze of Subsuntial Completion. it is stsocirntly corn - piece. in ■^^�+•+++with the Convict Doatmatu. to that the Work for specified part) can be tru'lized for the purposes for which it is intended: or d no such eettihute is issued. wfien the Work is complete and ready for Rail payment as evidenced by ENGINEER's wnacn rc mcndation of hrul payment in acwrtsrtce with paraRaph 14.13. The terou .'aubcUaci3ily complete" and 'rubraatially wmptezed' as applied to all or part of the work rrfc-r to Substantial Corrtplction thereof. 139. Sup lemervar.Conduio.>_r--The put of the Cexuract Docurrxrts wt6ch anunds or wpplanenu these General Can - di uon 1.40. Supplir'_A rnanufa_-wrt . fsbneuor, supplier. dis- tributor. rruteri.alrun or vendor having a direct contract with C0N-TRAC1DR or with any Subcnntrariar to furnish muter' ale or equipment to be ineocp raed in the Worm by CON- TRACTOR or any Subamtrsctor. 1.41. UnderXrmundFacil:ties—Afl pipelines. cotiu.dt., csbks. wires, manholes. vaults, sinks. tunnels or other such facilities or uL%chments. and any enciscmcnts contairunz such facilities which have born installed undaTround to furnish any of the foltowing services or nutcrials: dent icily. 12scs. stem. liquid petroleum products. telephone or other conlMunier %ions, cable tckvision. sewage and drainage femoral. traffic or other Control systems or water. 1.4. Unit Pricr µ'or! —Work to be paid for on the ragas of unit prices. OO7OO-15 1.43. 44br# The entire completed constnactioa or the vu- iotss $clnrudy idemiliable pans thereof rogti 'etc to be fur- nithod under the Contract Documents. Work induces and is the ra„tt of perfomting or furnishing babor and furAishin= and incocp .Litt$ trtzrr2t2 and eytaprnent into the on rtciion. and performirtg or furnishing scrrices acd f w ishirtg dacu- rnrntt all ai rvquir d by the Contract Ooomur s. 1.44. Work CAaiCt Dirrctive—A wrincri ire to CON- TRACTOR. issued on or after the E(foaivt Dau of the Ayerneeitt and :opted by OWNER end rtYotmxrdad by ENGINEER ortleritrg an sd&nion. ddcnon orre-von on in the b4 6— or rrspondctj to dil�t mg or ualoceseen physical axtdr Botts under wthd the Worst is w be pc -formed u prvv'detd in paragraph 4.2 or4.3 or to cnrcr leach under para,Qsph 6.23. A Work Change Du -e wt i not cttiut4•e the Cartaaet Price or the Carmel Tunes- but is evidavice that the poetics rptpaet that the dun sc diratsad or doataxtted by a Wert Clangr Dire rive well be iT. rpmm ed in a vibsequcndy nand Change Ord folbwing mom by the poetics as to iu of. . if any. on the Contract Peirce or Cnatraa T®a as provided in para rapt! 101. 1.45. Written Msrndirunt--A warren aaumdtrrcnt of the Connate Documents. signed by OWNER and CONTRACTOR on or after the E'foctive Due of the AFrrrmcttt and normally doling with the noneatpnemrtg or none tmucxl rather than stricdy on-tta.ted ttspecu of the Corttrsct Doear menu ARTICLE 2 —PRELIMINARY MATTERS Dclir"y of Bondt: 2-1. When CONTRACTOR deli. -en the a .carted Aprre- menu to OWNER. CONTRACTOR shall also ddiver to OWNER such Bonds as CONTRACTOR may be rcqurrod to furnish in accordance with paragraph S. I. Copies of Dorumrnrr: 2.2. OWNER shall furnish to CONTR.A=R up to ten copies (unless otherwise spedficd in the Supplementary Con- ditions) of the Contne3 Doarmenu as tut rtatornbly neces- s.ary (or the c caution of the Work- Additional copies will be furnished. upon request. at the cuss of reproduction. Cawwwnctm ,ate of Cone-na Timer: Notice to Prvcrtd.• 2-3. The Ctxur= Tunes will eornrne =e to run art the thirti- eth day aher the Efface vc Date of the AJroninL or. if a Nonce to Proceed is givvn. on the day indicated in the Notice to Pe,.d. d. A Noacc to Prcxccd may be given at any time within ttcorty days after the Eff.ccvc Date of the AtQvcrrr_rtL In no coax will the Contract Tian commence to run bier than the eth day after the desy of Bid of nets orthe thirtieth day sfta the boa; vc Doc of the Apom crtL whidtcw dare is wr,--. Stot, tt4€ Wort 2.4. CO NT RAC1D R shall start to per(crm the wa ric o n the date when the Contract Times eontrttcnce to run, but no Wont shall be done It the site prior t o the due arc w hilt the Co n trsCt Tun wmmrrtm to runt. Before SM-1 C---A=- 2j. Before U rAcrtakirxg each Pan of the Wort CON- TRACTOR shall carahtll y study and men pat t the Ce n erne D�oauarsn.s and chock and verify patinae( figures t ho wet t .a a and ab appiicabbe field ttx>wartafenu.. CONTLac. TOR shad Ixomt y redo t in ing to ENGINEER *any coagia a vr. amb4%gky or di:rxgurry which CONTRJIC- TOR tray deco.'n and shall obtain a i ee imurpt•rtatim or dari6acoe from ENGINEER bdort ptoceerding with any Wort *flcczrd [he thy; however. CONTZr C[OR tliail no[ be liable to OWNER or ENGINEER (or (anent to rtpm any corA=— error. ambirtoty or disrJetnncy in the Contract Doc• uments. w'J CONTRACTOR Lie-. or reasonably should hove kno-n thaw(. '_6. Within ten days after the Effective Dare of the AFte- mean luniett other-wue rp c±fccd in the 0xrrral Requirs.•rcrttsl. C p-lT AMP, shall submit to ENGINEER (er revie-w '_6.1. a preiu dreary proems schedule irndiaunj the times (numbers oCday, or Cause (or ratting and completing the various sug^s of the Wort. indu4ring any Milestones spxihed in the Convacz Doetrmcnu: 2.62. a prsliminay schedule of Shop Drawing and Sa.m plc tuCrruaals which will list earl required submittal and the times for subrrtirnng. rtviewini and processing such submit• cal _6.1. a prdirrtuury whet ulc of values for all of the Work which will include gtundtics and prices of items a.-cp.bn. the Contract Price and will subdivide the Work into component tutu in suffresrnt detail to serve ks the basis for prviress payments during evnstn+etion. Such prtccs well induct an appropriate amount of ovcrttc3d and profit I.PPli- eablc to each item of Work. `..?. Bcfore any Work at the site is stout!. CONTRACTOR and OWNER :lull coca deliver to the other. with Cap' to each additional insured idtntifind in the Supplementary Condi- tiocu. certihtztcs of imun-anct (and other evident ofiruur•n= which cithcr of there or any additional insured may ru'Wn'My request) which CONTRACTOR and OWNER respecovdy ate required to purchusc and maintain in accordsrtcc with P�- graphs 5.4. 5.6 and 5.7. Pncoraa-umon Confcrrmcc: 2E. Within twenty days after the Contract 71mes start to run. but before any Work at the site u started. a cnn(acr 00100-16 utendad by CONTRAC.`IOR. ENGINEER aid others u cap- propriate will be held to establish a wonting undersundin; amore= the panics as to the Wart and to diseuis the sehedula rtfezrtd to in parlpraph 2.6. procedurts for lundlin; Shop Drawings and other subrnituls. pttx using Appticuions (or Payment and nuinuining required rtcords. Ifs add fy A cog—bU Sckr is 2.9. Unkss otherwise provided in the Contract Doerr menu, at kau ten days before submission of the fire Atplia• eon for Payment a conference anended by CONTRACTOR_ ENGINEER and others as appropriate will be held to rode+& for acceptability to ENGINEER u provided bekw the tched• tales aubmirsed in accordance with paralra.pi 2.6. CONTR.1C- TO R shill have an additional ern diva a to make cosrectiorts and adjustmcrsu and to coctptcte and resubmit the schedukt. Ho progtts paynxmt shalt be made to CONTRACTDR uat7 the sdseduJes art subsnsined to and acceptable to ENGINEER as provided below. The progress acheduk "I be actrpoblc to ENGINEER as proridin,- an orderly propitsion of the W,4xt to compiesion within any speaficd Mikstoncs and the Canino Tema. but ouch acrrptsncc will neither impose on ENGI• NEERraporwbi1ity(or the sequencing.sehedulin;orp'i s of the Wort nor intcrfcrt with or rcve CONTRACTOR !mere CONT'P.ACTOR's full cis ponvb d sty thcrdo r. CONTRACTOR' s schedule of Shop Drawing and Sample submissioru .n7I be acceptable to ENGINEER as providing a worStabIc arran . rr rat for rtvicwsng and processing the rcquirod submittals. CONTR.�CTOR's schedule of values will be a ccptabk to ENGINEEP as to form and subtuncc. ARTICLE >—-ONTRAcT DOCUMENTS: INTENT. AMENDING, REUSE I rurnc: 3.1. The Contract D+x-urrsents comprise the entire aree• meat between OWNER and CONTRAC1OR concerning the Wark. The Contract Documenu arc Complemenurv: wthl is called for by one is as binding u if cI.Jled (or by all. The Contract i)xtutxnts will be corutrued in accordance wish the law of the place of the Project. 3.2. It is the intent of the Contract Documcnu to dc-scrtbc a ftmctionaily cornplae Ptojcc% (or put thereof) to be con- stntcud in auordance with the Contract Documtnu. Any Work. trsauriils or equipment that may reasonably be inferred from the Contract Documcnu or from prevailing cuttom or trade negate as bcirsg required to producer the intended result will be furnished and performed whether or not specifically called for. When words or phrases which have a wcl4• known technical orconsuvesion industry ortrsdc meaning are used to describe Work. rrsatcrials or equipment. such words or phrases shall be intcrprctcd in a conisncc wit)& that meaning.. Clarih- cations and interprtutioru of the Contract Docvtrsmu shall be issued by ENGINEER as provided in paragraph 9.4. 3.3. Re(rnnce to Sratiierdi and Spcaficsnioru of Trdtniasl Jociedn: Rrporring andRasatsirrt Disc Tpunti-; ».I. Reference to sundawds, spc66cuiorts. mare. er codes of any techr J sode.zy. orgsrdZiuk or aasoda.Don. or to the laws or Regulations of any fovur rjujauthority. whether such reference be apeafie or by irttplit=3 Oft. than mein the is test sturdard, spe ifsrstion. ).name). code or Laws or keFulatiens in effca at the urne of opening of Bids tar. an the E1fcetivc Date of the Afrecrrscnt d arse wets no Bidsi. etcrt as rev be ether -see spedheally steed in the Cantrsct Documenu. S_.:. Ii. durinc the perforr..anee of the Word;, CON. TRACTOR discovcrz any cornice.. crior. ambiptdry or dis- crmarx-y "thin the Contract Doa:rtcnu Cr beswoas.the Contract Docvrncnu and any provision al any such Law or Refutauon sooliabk to the perfcrttuhce of the Wart or of any such standard. s ccii a=ion.'rn.analal or code or of an; instruction of any Supplier referred to in parag'aph 6... CONTR. CTDR shalt roper it to ENGINEER in writing at once. and. CONTRACTOR shalt not proceed with the Wort; affected thereby Iczcept in an ernesTerscy as authorized by pa.-apaph 6_31 unt.1 an amendment or supplement to the Contract Doevn cnu has been issued by one of the methods indicated in parag:as^.h 3.5 or 3.6: provided. however. that CONTRACTOR shall not be liable to OWNER or ENGI- NEER for failure to report any such wnfict. error. ambigv- iiv or discrepancy unless COP TRACTOR knew or rcasor- a51v should have known thereof. 3.3_. E..tcep: as otherwise spedfealty sued in the Ccntra. t Doeumenu or as may be provided by amcndmcnt or supplement thereto issued by one of the methods indi. curl in paratazh 3.3 or 3.6. the provisions of the C.ontra.:t Cpcurnenu shall take prtccacnce in solving any COt sect. error. amb•,gtaity or chart mcy between the provisions of the Contract Docurrcnu and: 3.3.1 the provisions of anv such rants. -d. sCcCi- fscation. mjnual. eo0c or instruction twtsether or not scevs ally incorporEed by reference in the Contract Cxxvrncntsl: or 3.3J2 the provisions of aiv such law's or Rcru- nations 1ppiLcabic to the perfor:runcc of the Work runless such an intcrprctuion of the provisions of the Contract boc-amcnts would result in violation of such Law or Refutation). No provision of any such standard. tpctifscation. (1anual. code or instruction shall be effective to thane= the duties and responsibilities of OW NERCOT(TRACTOR or ENGIN>ER• or anv of their subcontractors. coruultants. or cm- plovccs from those act forth in the Contract Do=ummu, nor shall it be effective to assiprt to OWNER. ENGINEER or any or ENGINEERS Consttlunts. zpcnu or cniptoyccs. any duty or authoruv to supervise or direct the furnishing or OQ7On--i7 perftxm,nCt of the Work or any duty or ruthoricy to under- take rrsponsibiiity inccru.i tenc with the provirioru of para- graph 9.13 or any other prtrrision of the Contract Doan• menu. 3.4. Whenever in the Contrzet Documents the terms 'u ordered. ' "u directed." "as required.' '•u allowed," "a approvers" or terms of like efect or import art used. or the adjocti+res "reasoruble." 'suitable ""iccepablc-" - x -open" or "satisfactory" or adjcctives of like effect or import are rued to dcscibe a raquire-ment» dirrnion. review or judg- meet of ENGINEER as to the Wort, it u intended thu such rtquir-emenL direction. review or judgateot will be solely to evaluate. in general. the completed Work for compliance with the rtquirtmenu of and information io the Conrad Documents turd conformance with the design eooctept of the completed Project u a (uneuorting Whole au shown or indicated in the ContraeL Doarmenu tunics there is a spode r a anent indicting otherwise). The use o(uty catch team or adjeci ve shill not be elfecsive to assign tc ENGI- NEER any duty or swthaeiry to supervise or direst the furnishing or performance of the Work or any duty or authority to underuke responsibility contrary to the provi. sions of paragraph 9.13 or any other pro risioo of the Contract Documents. Anwndutj andSupp4vurr nr Conmsc Dothan . 35. The Conte Documenu may be amended to provide (or additions. deleuoru and revisions in the Work or to modify he terms and cortditiorts therro(in one ormoreo(the following wars: 3.3.1 a (amid Written Amandment. 3-5.2_. a Clan!e Order tpursuant to paracaph 10.41. or 3.33. a Wart Change Dirretive Ipunusnt to paratnDh 10.1). 3.6. In addit an. the rcquircrrrtrnu of the Contrite Docu- ments may be supplemented, and minor variuions and dcvia• tions in the Wort may be authorized. in one or more of the following wavi: 3.6.1. a F acrd Order I pursuant to p ra arh 9_51 3.6.2_ ENGINEER•s approval of a Shop Drawing or Sample tpunuant to p ragrraphs 6.26 utd 6.271. or 3.6-3. ENGINEER's written intcsjxewion or elarrfn- tion tptmtrartt to para{tzph 9.4). Rcruc of Docununu: 3.7. CONTRACTOR, and any Subcontractor or Supplier - other person or oryariaxion periorminr or furnishing any or the Work under a direct or indirect contract with OWNER (it shall not have or acquire any title to or ownership tight in any of the Drawings, Spea(icatioru or other doatmenu tor copies of any thereon prepared by or bearing the seal of ENGINEER or E N G I N EER's Colw.1uo t- and Iii) shall not rt eu any o f such Dins. Spoafiawons., ocher d4armcnu or copies on extensions of the Project or any other witJ consent of OWNER and ENGINEER and -spec;& wricten vcriftcation or Lda.ption by ENGINEER.. ART1CLE 4 --AVAILABILITY OF L*NDS: SUBSURFACE AND PItY5ICAL CONDITIONS: REFERENCE POINTS A walabr'crty .ff - 4.1. OWNER shall farts). aU irdicar d in the Connaet D=t:nenZL the lands upon wtcch the Work is to be , risfits-of-war and nxenYnu (ot I-- * Lbct . and auto otber- hrAs whidi are deai.sued for the axe of CON'fRI& TOR_ Upon rasonaNe wriscn request, OWNER shall (tartish CON- TRNCTOR with a cr rrttx stuernent of record kpl title and IepJ d eiai ption of the IartQi upon �rrhich the • Work is to be performed and OWNER's interest therein as necessary (or giving notice of or Ming a mertunic•s lien apinst such lands in amvrdarrce with ayyiicable Laws and Rejulations. OWNER stall ache fy any emrrobrances or reYtricuorrs not of general applic=iw but spccifsnlly rrvated to use of lands so furnished with wPudt CONTRACTOR wig have to eomtply in perfornvng the Worst_ Easctectr(or per -went rVURUres or p nrumcnt ctunges in esiz ng faa7ities will be obuincd and paid for by OWNER unless otherwise prvvided in the Contract Docu• menu. if CONTRACTOR and OWNER art unable to agree on entitlement to or ate amount or extent dirty a.djustmcnu in the Contract Price or the Contract Times as a result o(any delay in OWNER', furnishing these Lands. agars-o(.wivor caemenu. CONTR.fCIOR may wake a etaim therefor as provided in Articles 11 and 12 CONTRACTOR shall provide for aU ;Ld itiorsJ Lards and acocss thereto that may be required (or temporary tcnscurion facilities or renew of marcrWi and equipmcnt. .1.L Suhru7acr a,4 Phrsrr.J Cond..rwru: 4.2.1. Rrports and Drawinrr: Reference is made to the Supplcnxnury Conditions (or idcnriftcuion of: 4.2..1.1. Subrurfacc Conditions: Tho c reports.of cxplo- r-atioru and tau of subsurface condirioru u or contiguous Io the site that hive bern utilized by ENGINEER in Preparing the Contract Occumenu: and 4.'_.I?. Phvrical Conditions: Thosc drlwinP of physiJ conditions in or roaring to existing surlsoc or subsur(acc anrvcturu u or contiguous to the site texcept Undcr>jround Faciliticst thu hart bcrn utik]cd by ENGINEER in P-Pu- ing the Coruraa Docurncnu. 00700-18 w 4' Limited Reliance hr CONTRAC7OR A+rrhoriltd: Technicol Data: CONTRACTOR may rely upon the Tens nJ accuracy of the'"tedtninl di'" canes reed in such rcpoeu assd drawirtps. but such repocu and drawinp arc not Contract Documents. Such "technical dau" is iduuilied in the Supple• mentxry Conditioru. Except for such reliance on such -tach- nical dita." CONTRACTOR may not rely upon or make any claim apirut OWNER_ ENGINEER or any of ENGINEER's Cnnsulunu with respect to: 4.111. the eornplelenet of such rt:-oont and drawing for CONTRACTOR'S purposes. including,. but not limited to. any asperses of the assesses, methods. tes:hrtiqsaes.. ae• quences and proccdurrs of eonstrucuon to be employed by CONTRACTOR and aafcty panesdoru and programs inci- dent thereto, or 4 •' b other d.at intrrpretauons. opinions and Wor- madon camuined in suc#t rtporu or shown or indii att�d in such drawinp. or 4.113. any CONTRACTOR interptation of or cocrJu- sion drawn from any "technical dau" or any suds data. interpruations. opinioru or inJonmzuion. 4?.3. Notice of Diferint Subsurface or Physical Cond;- sioru: if CONTRACTOR believes thu any subitntaoe or physical condition as or consipsous to the site thu is uncovered or revealed either. 4.2-3.1. is of such a rtuurc as to esea14ish that arty "technical dares" on which CONTRACTOR u enutlod to rely as provide. in paragraphs 42.1 and 42 is muersafh inaccurate. or 4.132. is of such a nature as to require a ehanle in the Contract dons -rents. or 4.2.3.3. differs m.aseri.aJly from that shownor iodicated in the Contract Doxumcnts. or 4?3.4. is of an unusual nature, and differs nuserially from conditions ordinarily encountered and Fcncrally reaog- niud as irtltertnt in work of the character provided (or in the Contract Documents: then CONTRACTOR shall, promptly after becoming awart thereof and before further dutwtaingt conditions affected th rcby or perfortrung any Work in conncs=sion therewith Iexcept in an emcrteney as permitted by parap-aph 6231. notify OWNER and ENGINEER in writing about such condition. CONTRAC_ TOR shall not further disturb such conditions or perform any Work in connection therewith lexccpt as aforexaidt until rr. ceipt of writt.at order to do so. 4.2.4. ENGINEER's Review': ENGINEER will promptly review the pertinatt eortid.rticrru. detemune the necessity of OWNER's obtaining additional exploration or tuts with re- spcct thereto and advise OWNER in writing twith a copy to CON'TRN.T ORJ of ENGINEER's fhrhdincs and conclusions. 42-5. Pauibtt Contract Documents Chance: If ENG. NEER concludes thus a chanre in the Contract Dommatu it required as a r sexutt of a condition that meets one or more of the cueFcxies in oangr'aph 4.13., ■ Wort; Chancc Directive or a Chine Order will be i wed as provided in Article 10 to reflect and document the conscqucrcca of such ehan c. 4..6. Possible Price and Ties Adirrsrmeat:: An equiub1 adiuststxra is the Contract Price or in the Contract Tunes. or both. will be al to wed to the extent that the esisttnct of sW_h Uncovered or rvciJcd condition causes ash incsuu or de. arose in CONTRACTOR's coat of. or time required for perfocnwace of. the Work: subject. however, to the (oilawi 1.16.1. sucheondision must meet any one or more o(the cuetories described in paraFra, hs .42.3.1 thrvtruh 42.3.4. indusivt: 4162. a chant in the Contrars Documents pia sans to paraFsaph 4.1.5 wuul not be an automatic authoriasiion of nor a condi n precedent to entiticnert to any such ad.iuxutte.�i. 42.6. with rt-spca to Wor1C that is paid (or on c Unit Price Sass. any ad iusurnen t in Contract Prix will be subject to the provisions of parairatht 9.11) and 11.9: and 42.6.. CONTRACTOR shall not be entitled to any adjurme.nt in the Contract Price or Times if: 42.61.1. CONTRACTOR knew of the eaistenec of such eonditior.s at the ime CONTRACTOR made a festal eom uw,cnt to OWNER in rmpe•_t of Contract Price and Contract Times by the submission of a bid or becoming bound under a ne'tisted contract: or 42.6.42. the a rotten a of such condition could rea- sonably have been discovered or revealed as a result of any cwairucion. mvrsupsion. esploraiion. tat or study of the site and conuruous areas required by the Bidding Requiremcnu or Contract Documents to be conducted by or for CONTRACTOR prior to CON iRAC'TOR's oohing such firm ecimrr tment: or 4,?.4.4.J. CONTRACTOR failed to Five the written nouce within the time and as roqurrtd by paragraph 4.2._3. If OWNER and CONTRACTOR are uruble to aver on entitlement to or as to the amount or length of any such equitable adnuunent in the Contra Price or Contra Tunes. a claim may be made therefor as provided in Articles I 1 assd t' tiowever.OWNER_ ENGINEER and ENGINEER's Consult- ants shall not be liable to CONTRACTOR for any ctairnc. costs.lossri or darnaja sustained by CONTRACTOR on or in connection with any other project or anticipated project. 43. Ph rued Connu--UndrrTrnurd FuaGdrs: 4.3.1. Sho•.n or ind pied: The irtfonru;on and data shown or indicated in the Contract Doainxnu with rcwces to 11'sml Ursdapwnd Facilities u or COflUUOtt2 to the she is bas.c4 on 00700-19 intom=ion and caul forms} cd to OWNER or ENGINEER by the owrxrs of such U rda=round Fu11i6c or by ottm U nku it is otharwTs4 expo curly prtrvid act in the S crpplaia nu y Condo worts: 4 3.i.1. OWNER and ENGINEER shill no be rt rpon- sible for the accuracy or completer of acv such infornu- tion or d+}s. and 4.3.11- The cost of all or the fo(bwirg w'l be incarded in the Ccntracx Price and COKTRAC!DR rhan have full' rcgmrr mbtsty for Ct) rtvicw' and d-aeckirg an strh irdorrnacion and does. (ii) locaratg aD Uodcrpvund FaoTiors shorn or irtd+Cattd in the Ccas = Doaxnenu. (ml coordiaanort of the Went with the owners of such U ndvpxud Fames d uriutg aartmucoa%. and (iv) the safety an port of all ssich Ur. ts-&nd Faa_uiea u provided in paragraph &23 and rcpairtr. any datmpe Uo reszilans from the 4.3.2. Not SM.rn velndcared: If an Underrcx d Family is u000eertd or rrrcakd at or eonoguow to the site which was not shown or indicted in the Coc men Doauaunu. CON- TRACTOR shill. promptly ahcr bxcaatirti swam chiral and beior further di uitrirtg aitsditions affect thazbv or pe.r- forntinj any Work in connecoon Uxxv.ith (cxcrpt in an e neryeocy U required by paraFaph 613L identify the owraw of such U red aVw nd Fara7 sty and For +rt'ioen notice to that own[.r and to OWNER and ENGINEER ENGINEER wry promptly re -view the Underpvund Fatality and determine the extrstt, it any. to which a ehaage is rtquircd in the Conu-ac Documents to rtAca and document the cane iJcr of the e.stistenct: of the UndaQotmd Fry. If ENGINEER con- cedes that a c.lurt- in the Contri Doarmcstts u rtquirtd. a .''ork Chang- Ditr._ivc or a Qtanit Order will be i sued u provided in Artidc 10 to reflect and domuncnt such consr- gtrenacs.. During rude time. CONTRACTOR stall be mpon- Bible for the safety and protaction of such Under-fround Faality as provided in parapaph 620. CONTRACTOR shill be al• lowed an increase in the Comics Pries or an extrusion of the Contra Turns, or both- to the extct- that they one aaributabtc to the exisuoe of any Underpotmd Faality thu wra.s not shown or indicted in the Contuses Doasmcnu and that CON- TRACTOR did not know of and could not rusorubiv have been expected to be aware of or to have anoepated. If OWNER and CONTR-A=R are unable to afro on enude- mcrn to or the amount or length of any such adjustment in Co n acid Price or Con tract Tr noes . CONTRACTOR rev v make a claim thrrrfor as provided in Articles II and I. However. OWNER. ENGINEER and ENGINEER's Consultants shalt not be liable to CONTRACTOR CTOR for any claims. costs, losses or dimata incurred or sustained by CONTRACTOR on or in Connexion with env other ptvjei t or anticipated project. Rrfrrrncr taint: A.4. OWNER shall provide cnginctrinx surveys to esub- lish rdcrcncc points for construction which in ENGINEER'S 1udFiscnt at ncccsury to enable CONTRAC-1OR to proceed 'th die Worst. CONTRACTOR shall be responsible for laving .II the Work. shall protect and preserve the established rtfemtcc points and dull make no changes or relocations . without the prier wrinen approval of OWNER- CONTRAC. TOR shall report to ENGINEER wncOncver any rrnc point is to or destroyed or regsuaa rdocxtion box or neccsnry ehania in padcs of loatiortt_ tend shalI be resaor.. siblc for the s-uwue Mlace mrnt or Rlocation of such refv• ence points by prvfessic.nslly qualiFtcd penosnd. l-5. Asbmu& Pi. aWsate or Radio- acsi-rt Muaisl: «.1. OWNER shat be respoetnbk for any Astxstps- PC13s. Pero+czan Haardota W=c or Rat5aa eve Mafaal uncvveed or rc-vei1ed at ttse aye which was riot shown en irA=Icd in Draws or 5pe€ifa arts or idertr:fied in the Conti= Dooarncts to be wuhin the scrape c( dx Y.tork and w+tidr rra y presou a l ds - to ptsMA or p. 'Ty exposed to in eora,oaion sits the Went at the roe.. OWNER ttlsaf not be rttzportssbic (or any mica mwaixls boo eat to lee sits by CONTR.AQOR. Subcoin rsrsetr. SuMre- as or Lay ne ease for wt ns CONTRACTOR ma texpofM-Cale 4J.1 CONTRACTOR s?ssf icdzdy f1 stop aD Wort in c roiccion with oath haardous condition and in snY ales sffe�zed therby (ueept in to y u re- quircd by paragraph 6.2]), and (i) noddy OWNER and ENGINEER land 0uv=ahc corsftrm sub notice in w'nitin=l. OWNER shafl pr n l -y txrtsua7 t with ENGINEER concern ing the rw=msiry for OWNER to retain a gsalihed exptat to rnl tart uudt ha ardota eoodition or take ccg me smim d any. CONTRACTOR alaD rsot be regtmtd to r=am -se Went in ccnrtet- too with aids ba ardtx.-t caaditioo or in any arh a."kcted area unit] after OWNER has obanvd an y ruquLred perrr.a rein:od ther-eto and ddrrcrod to CONTRACTOR s petal wr= r notice; (I) a pr' yirg that nuts c ortdi ti on and any of ected area is or has been rrndcrul safe (or the rrsum wort of Work- or (e7 specdi'yiag any special conditions under which suet Work may be rasrncd safely. If OWNER and CONT?AC OR artnot ay-ee u to cndtJk mint to or the amount or es -tent of an twrftturnenL if any. in Contras P(icr or Contra= Tones as t result of such Work uappo.ge or such s t>crxa1 c.ridroo ns under which Work is atp-ecd by CO N - TRALTD R to be resau.-ted. either parry may auk c a c.lai rn thcrJor as provided in Arks II an 1L 4S_3. If ahcr rrccipt of such sperisl wriocn notice CONTRACTOR dots not apex to rename such Work based on a reasonable belief it is unsafe. or does not agree to resume such Work under such spexnJ conditions. then OWNER r:uy order such portion of the Work that is in connection with such hacrdous condition or in such af- fe^_tcd area to be deleted from the Work- If OWNER and CONTRACTOR cannot avec as to entjtlement to or the amount or extent of an adjusunent- if any. in Contract Price or Contract Times as a remit of deleting suits portion of the Work, then either party may masts a claim thercfo'r as provided in Articies II and 1L OWNER may have inch deleted portion of the Wock performed by OWNER'S own forces or others in iccord.ance with Article 7. A-5.4. To the fullest utcnt permitted by Law-i and Reg- utuions. OWNER shall indemnify and hold hams CON- TRACTOR- SubcontractnrL ENGINEER- ENGiNEERI Coruuttanu and the cfoerz. directors. employs. *nu. other eoruuJunu and subcontractors of eacb and any of them from and apses aU ela.irns.. eotu. Soucy and dama;cs arisin; out of or resuJting from such haxardoui condition. provided that: (I any such claim. cost, loo or dam . e is attnbutsble to bodily injury. sickness. diie.ase or death. or to injury to or dcstnsaion of urWble propcny (other than the Work iu.ein. induding the hoes of user ruultin; therefrom. and (ii) nothirtg in this eubparatraph 45.4 shall oblipte OWNER to indemnify any parson or entity from and apirst the consrqucnccs of that person's or c-ntity's own nc•jli• pence, 45.5. The provisions of paragraphs 4.2 and 4.3 art not intended to apply to Asbcstou. i'CBs.. Pc+rokurn. Haar•dous Waste or P.adinacuye M-crial uncovered or rcveakd at the site. ARTICLE —BONDS AND INSURANCE Prrformmscr. P r rw- r and Other- Aon&: S.S. CONTRACTOR shall furnish Ftrfomuncc and Pa" - merit Bonds. each in an amount at lust equal to the Contract Price at s ccw ry for the faith fui performance and pa ymc t of Ii CONTRACTOR'S obUptioru under the Contract Doer.cnts. Thcsc Bonds shall rtsnuin in effect at Ivan until one year after the date when final payment bmomcs due. uccpt as provided other* -tae by Laws or Re{ulatioru or by the Contract Docurnenu. C•OiTrRACTOR shall also furnish such other Borsds as are required by the Supplementary Cond,tions.. All Bonds shall be in the form prrsmibed by the Contract Docu- menu except as provided otherwi.sc by Laws or Rcguiauoru. and shahs be executed by such sureties as are named in the csrnrnt list of 'Companies Holdinf Ccnihats of Authority u Acceptable Sureties on Fedml Bonds and at Acccpeable Runwring Companies'• as published in Circular 570 tamcndedt by the Audit Staff. Bureau of Government Financial Ora - tiara. US. Trcuury Dcpartrncnt. Aii Bonds s4ncd by an agent must be accompanied by a certified copy of tuth tienit authority to act. S.'_ If the surety on any Bond furnished by CONTRAC• TOR is declared a butkrupt or becomes insolvent or its rifht to do business is termin. ud in any sure where any part of the Proles is located tx it eeries to meet the rettuirrmcnts of paragraph 5.1. CON' RAC -MR shalt within ten days ►hcrcaftcr substitute another Bond and surety. both of which must be acceptablc to OWNER. 53. Liccnud Surcria and lnrunrrs: Ccrghcof Irurvwrrc 5.3,1. All Bonds and insurance rrquirtd by the Contract Documents to be purchased and mainuined by OWNER or CONTRACTOR shall be obtained (corn surety or insurance comparues that are duly licensed or authorized in the juris. diction in which the Project is Iocued to issue Bonds or insurance policies for the limits and covct•1FCt to required, Such surety and iru.urance companies shah also meet Such additiorui requiretnettu and qualifteaStons as may be pry. vidcd in the Supplemcnury Conditions, S3.2. CONTRACTOR shall deliver to OWNER, with copNei to cacti additioruJ irssure>d identihcd in the Supple• mentzr. Conditions.. cervfintes of itssura a rand other evidence of iruunu ere rrogtscs1.es by OWNER or any other additional iruuredt which CONTRACTOR it required to purchase and maintain in accordance with panpph 5.4. OWNER Shall deir'rer to CONTRA=P-. with copies to each additional isutrred ideraifsed in the Supplanenu .ry Conditions. cersifscstes of inarran tared other evidence of insurance rroursted by CONTRACTOR or any other addi- tion.h insured ► which OWNER is rtquistd to putdu.se and vninuin in aercn•dancc with parapaphs 5.6 and 5.7 hereof. COIYrRAcmR'r Liab%M-. I =urw err: 5.4. COh,TRAC OR shall pumhtau and maintain such lability and other insurance as u spprvpriate (er the Wart being performed and furnished and as will provide prvte con from claims sec forth blow wtsich tray arise out of or result from CONTRACTOR's perforrrsner aM furnishof the Work and CON'rRACTOR's other oblipzioru under the Con- tra Doeumestu. whether it u to be perfortrcd or furnished by CONT'R1CiOR. any Sub .antra :or or Supplier, or by anyone directly or indirectly employed by any of them to perform or furnish any of the Wort, or by anyone for whose acts any of them tray be liable: 5.4.1 claims under wor'kcrs' compensation. disabilit) benefits and other similar employee benefit acts: 5.4.2. claiau for darn e5 be use of bodily injury. oc- cucsauorul sicknc .i or duuu. or death of CONTRAC- TOR'S employees: 5.4.3. claims (or darrua.es bccutsc of bodily injury. sick- ness or disease. or death of any person other than CON- TRACfOP.'s cmplovers: $.4.a. ctairru fordarna.,-e-s insured by customary personal injury liability coverage which are sustained: (it by any person as a result of an offense directly or indirectly related to the employment of such petson byCON►RACTOR. or(is) by any other person for any other reason: 5.4 t. claims for danu.ges. other than to the Wort it_celf. because of injury to or dcztrueuon of tangible prefer'' wherever located, including kiss of use resultint therefrom: and 5.4.6. claims for darnagt-s because of bodily injury or death of any person or property damxce arnf out of the ownership. nuintcruncc or use of an motor vchidc' 00700-21 The po(icici of insurance so required by this paragraph 5.4 to Inc: purt}usod and msinta.ined shall: 5.4.7. with rapest to insurance required by pm ripku 5.4.3 throe fat 5.4.6 inclusive. include u additiotuJ ctuureds (subject to any atssmtary exdus)cin in rt:spoct of prvks. sicxuJ Iobd ry)OWNER. ENGINEER. ENGINEER'tCon- tultv,L and any OUbCT persons or esstiti i idrruafx:d in the S up pktnemsry Conditions. all of wt nrst :halI be Listed as additional insureds. and include c rnrape for the r=giec.r'e officers and ernpioyees of all such addyuJ inrurcdi: 5.4.$. include the specific eovvls;tc and be written for not Jess Assn the timiu at debility provided in the Suppk- rna'tury Conditions or requirrd by Laws or ReZuluicau. whicltnrer is �reari er: 5.4.9. include camptetcd operaaoom iruurance 3.4.10. include cantracnai faStliicy 6tauarrx coveMi g CONIR.itGTOR's irrdeattniry obiipaorts under perms 6J2.. 6.16 and 6 3I thmurh 6.33; 3.4.11. contain a provision or endorsement that the eo vcra fc afforded will rxx be rled. =uitrali y e*Langed or rctuwal rdu .ed until at Ieasi t1tirty days prior wrives notice has been p ven to OWNER and CO TRACM R and to cich other additional insur,ad identified in the Suppicrncr. terry Conditions to wihorn a eertue of ittsurszce has be = is.wad (and the a.rtific= s of it anac ft unshed by the CONTRACTOR pursuant to parapaptt 3.3.2 wll so pro- vide); 5.4.12. ruin in dfcr_t at kin uaul lira! payment and at 211 cirrus thauftrr when CONTRACTOR may be corrett- ing. rrrr nng or replacing def crave Work in a.:crd.anct with parag-iph 13.12.: and 5.4.13. with raped to completed operations insurance., and any rraur .nc coverlgc wTiuea on a eiaimsTnade basis, rrr xn in offer for at kart too years else Rrui payouts (arse! CON 1 ACM R shall furnish OWNER and each other additional inserted idencthcd in the Supplementary Condi- tions to whom a ceruftcate of insn- ncc has been issued evidatce s actory to OWNER and any such addi6orW iruured of ccnanuanon of such insivance u tiroi payment and one year thcrea ter!. O %W ER'r LiabiLi y l nruruncx: Si. In arldit:ion to the iruu .nee required lobe prt,vidcd by CONTRACIUR undcrpar2grapli 5.4. OWNER. u OWNER': option. O y purchase and rtuintain at OWNER'S expense OWNER 't own liablity insurance as will protect OWNER apiost Maims which may aria from operuions under the Contract Documenu. Pp 1 nsoancr: 5.6. Unless othcrwist provided in the Suppkmenury Con- ditions. OWNER 111P- -' and nuimain property insur- anoe upon the Wort at the site in the amount of the full rteplsocarcnt tam thcteaa (subjea to such dcdrtctible amounu as mt) be proud ed i n the S ttppkaxaury Condi bons or required by Laws and Rctuluir ). This irutaanct ah aJI: 3.6.1. include the into of OWNER CONCRAC. TOR Sttbcorarscwrs. ENGINEER ENGDTM*t Cc, sultans and any other persocss or =6= kicad led it the Supplementary Condition, cacti of w* is dccxr to hire in inswablc intcrrsi and du J be !aired as an aniseed or addi tioetal irmat+d : 5.61.. be wrrmen on a Bt 4er't Risk "all-risk" or open peril or :pedal sync: of Ines policy farm that shall at Ian ind,de ianuu�c.+e for phytrioi lass or dicta a to the Work tray bw'1dinp.. false- w and Wt in uuresis and shall imac :pia t at least the folio+► pextls tut. Ct�cti tsttter,ded oo+era:e, ttclt. varhdaF» and asaLcais tmerdtiiel. carts q akr_ collapse debris rtmo'ral. drmoiitian ocxkmtrcd by adort>tme:sn of Laws and Regx ax tL wttts daante„ and such h other pertly at any be spts taJJ y its shod by the Svppkrrt�ary Conditionu; 3.6.3. inc'ude esptstscs itxx:rrzd to the rr or replacx- mc t of any irrsured propcty ('Mg bet not b=aud to fees and clam of cnenocrs and andvtecs); 3.6.4. hover Taeei-islj and eigspraeo, cored at the sit[ or at aoothcr badon that was :peed to is :.Titans by OWNER prior to being i =orpora dd in the Work provided Out we c,ata-acs sad-equipatent hays be included in as .,pock tion for Payment rraotrxrded by DG I NE EIR sad 5.6-5. be csai nni ned in c f = tool firs! payment is mat unless otherwise a.g f to in wrong by OWNER. COJN- TR)CTOR and ENGINEER with t n-ry days writlm mace to each other a.dditiocW insured to whom a certifiarn kum%ncc has been issued - 5.7. OWNER shall purl .c and a u.tht in such boiler a—' mxbincry th anct or add.itiocuJ properiy insuz-mrx as n: be required by the Su,plcmcntary Conditions or Laws a..J Regulation whites will irrludc the intcsests of OWNER. CONTRACTOR SubENGINEER, ENG1NEE Consuhxn s and any other pet -sons or enders idcnafiod in r Supp4-nxz.,ary Conditions. each of '.tarn is dccrsxKd to tiler an insurable inutrc Z and shill be land as an insured o additional ire ureQ S.E. An the policies of insurance (and tl,o ecrtC'- C other cvidavx thereof) required to be pvr'd iac4 and n' i salmi by OWNER in aczx,rdi.rr_c with psrwrap - 5.6 an will contain a provision or en*m that the WYt.4 afforded will not be csr►uJkd or materially thug or'renew rtfuscd until at least thirty days' prior w-ritun tloexc hat' given to OWNER and CONTRACTOR and to each o additional insured to whom a ccrtifxntc of insurxrrx h' °r issued and will contain waiver previsions in arrot'dar'rc t" paragraph 5.11. 00700-22 3.9. OWNER shall not be rtspotuiblc for purrlusinj and mainu.ining any property insurance to protect the interuu of CONTRACTOR. Subeontractorz or others in the Work to the extent of any deductible amounts that arc idcntihcd in the Supplemenury Conditions. The till; of loss within such iden• tified deductib{e amount. will bt borne by CONTRAC-MR. Subcontractor or othcn svfferirt; any such loss and if any of there wis.hc pr fly i ruuranc a oory i a within ti x I emits of such amount, each may purchase and ruinuin it at the purchaser's own expense, 5.10. It CONr17P-ACTOR rtqutsu in writing that other apetial iruurance be included in the propene insurance poles provided under pw-Lrraphs 3.6 or 5.7. OWNER stall. if potti- blc, include such iruui-vice. and the tats thereof tell be ehu=od to CONT"RAC7OR by appropriate ChL-V Order or Wriocn Amctvdrncnt. Prior to cammcrsccrrs nx or the Wort at the sit&. OWNER shall in writing advise CONTP..ACTOR whether or not such other insures ce has beat proarred by OWN EP 5.11. Wairre of Right: 3.11.1. OWNER and CO NTR.ALiD R intend that all polices purthased in acresrdancc with oaragraaht 5.6 and 5.7 will prole OWNER. CONTRACTOR. Suboontraaon. ENGINEER, ENGINE ER's Consultsnu and all other per• sons or era�ies idrntihed in the Supptemenury Conditiaru to be listed a insureds or additional inurre4s in such polices and will provide primary coverirt for all losses and d.LJraF^s caus._d by the perils carded thereby. All such policies shall contain provisions to the cocci thus in the e-rcnt of psyment of any loss or dirnaFr the insurers will have no ri,tiu of retewcry arairut any of the insureds or additioral insureds thcrzursder. OWNER and CONTRACTOR wlrve all right apinst west other and their rrspccuvc ofhcxs-a.. directors. employees and sganu for all losses and damages caused b). arisint out of or resulting from anv of the penis covered by such policies and any other prvperty insurance applicable to the. Work: and. in addition, waive all such rights apirut Subconazctnrz. ENGINEER. ENGINEER'S Consultants and all other per -sons or erstitics idcntifxd in the Supplcrnen- ury Conditions to be lined u iruureds or additicru) insureds under such policies for io-tses and dansagu so caused. None of the above waivers stall extend to the righu that any piny making such waiver may have to the prtxceds of insurance held by OWNER u tnutcc or otherwise payable under any policy so issucd. 5.11.2. In addition, OWNER wziyes all tirhu apainst CONTR/ TOR. Subcontractors. ENGINEER_ ENGI. NEER's Consultants and the officers. dirrctc.z. employees and a;cstu of any of them. for. 5.11.2-1. loss due to batsincss intc,Tvpdon. loss of use or other consequential loss utcnding beyond direct phys- ical loss or damag-: to OWNER's property or the Wort: caus«1 by. arising out of or resuldnp from tire or other peril. whether or not insured by OWNER: and 5.I1. loss or d.mate to the completed Project or pan thereflf caused by. arising Out of or rrsulti.ng forts fire - or other insured peril covered by any propcny in-urtincc maintained on the completed Proieet or part thereof by OWNER during partial utilization pursuant to zph 14.10. user substantial completion pursuant to Wntgraph 14.b or alter final payment pursuant to paragraph 14.13. Any insurance policy truinu.ined by OWNER coyer;s any loss.. dunsr- ore .stx,ucntial loss talcrr d to in this parch 3.1 1.2 2 shall contain pro vis4rts to the a tTcrt that in the cvncsst of pavmau of anv such loss. darnagt or consequrntiaj foss the insurers will have no rights of rrtavery ttpainst any or CON. TPA OR.Suxontr=.ors.ENGINE ER. ENGINEER'SCot} suluntt arm the oflce.'s. die-wtora. ernptavcr a,-4 gnu of any of these k rc ei pt and A ppiioQo n o r Lrtsurwe }Turret's S.I. Any iruured loss under the pollees of ina.tranee required by paratrau .6 and 5.7 will be u.d asc4 with OWNER ant nude payable to OWNER u hdumry for the iruureds. as utcir itstaau may appear. ttubjca to the rtrtnrr mcnts of anv az!OiabIc mortp4e cLat ae and of paraptrinb 5.13. OWNER shall deposit in a Separate account any mosey so re- cived. and shall distribute it in a.~ordanc: with such afsee- mcnl as the ttaties in intatst may rti ch. If no other 'rpewl a--tcmcnt is Raehed the darruFed Wort Shall be repaired or replaced. the moneys to riez6ved applied on account there f and the )Wort and the cost that eovc td by mn appivpri.uic Curt a Or or Writtees ArnersdrnenL S.I). OWNER as hducary stall have po—' to adjt and settle anv less with the ituurrrs unless ore of the parties in interest s.`al olriec in writing within ffn days after the octs.trr tc oflou to OWNER's eserase of this power. if saseSi obie. tionbe rrzdc.OWNER as fidu`iary Stull make sezalemcnt with the inst.rn in &.cnce with such a.g-rr cot as the parties in interest may each. If no such wecrn nt among the parties ininscrtst is rvchcd. OWNER as fiduc ry shall adjun and settle the loss with the insurers and, if re 'fired in writirtt by any party in intce.•L OWNER as fsduca.ry stall gave bond for the prrc: pe:forrraru.e of such duties. A ctx'•rsncf of 8ondt a:sd Inru -cn_-r: Opwit to R 'isrr: 5.14. Ifcase:-perry(OWNERorCOt,TRAClOR)hxsany objection to the eove^4 afforded by or othcrprovisiOru of the Bonds or irsur nce required to be pur`hascd and rrainuine-d by the other parry in seem -;.arse with Article 5 on the basis of non<onfonna_'icc with the Contract L . tree u. the Objecting party shall so notify the other r -any in writing within ten days after receipt cf the certifccties (or other evidence toqucst.ed) required by ruraj aph 2.7. OWNER and CONTRACTOR ii each provide to the other such additional infort-ution in respect of insurance provided as the other may reasonably request- If either party oocs not purchase or maintain all of the Both -s and insurance rcouircd of such party by the Contract Dowrn`mu' such party shall notify the other party in writinf of such failure to purchase prior to the stet of the Work. or of such failure to maintain prior to any ehan(c in the required cove-t2.C. Withoji prciudice to any other rieht or remedy. the other pan -v May elect to obtain equivalent bonds or insurance to protect assess other pan} -s intcrests at the expense of the pant who is OO700-23 ttquircd to provide such coverage, and & Change Order shall be issued to adjust the Contract Price acccedingly. Parnal Uc tizca o n---Proprrri 1 nrurmwce: 5.15. If OWNER finds it neetssarr to octarpy or tut a portion or portions of the Work prior t0 Subrtutdal Certtpletion of all the Wart. such use or occutxancy wey be amemp7.ishal in aar�rtf.ttee with porairaPh 14.10: pco-ridc4l that no such use or 0mipaaey shall Commavcr bdorc the i tattrtn p'ovdni the properly ittuaarticc have acknowledged notice ttxstof and in writing eStttxad any c_bznges in covae neaessiwed tbatby. The insurci, providing the pop-crry irumewee aha11 wesau by at orz+emcnt on the policy or polities. bus the prvpary etwr- ance ahali not be c ncdle>d or permitted to Uam on amount of any surh partial use or octuptarnry. ARTICLE 6-- CONTR.ACTOR'S RESPONS(BIU1TES S tipurrision 1a" S tcprri'uendenct' 6..I. C0N'TRACTOR shall supervise. iruperx and dirte the Work comet dv and efi iendy. devouni such anenuon thutta and applying such skills and eipenise is any be necessary to perform the Work in acrordart with the Con- trsci Docurr ors. CONTRACTOR shall be sokiv re onsiblc for the means. methods. ur.3tniqucs. aequences and pttrrduru of cons ruoion. but CONTRACTOR shall hoc be respornible (or the ncg ir'ericr of others in the der, or rpecinnaon of a specific costa. method. technique. sequ.ce or pro mdtsrt of c.onsuuction which is shown or indicated in and upreaily required by the Contract Documents. CONTRACTOR shelf be responsiblc to ace that the completed Work compiia accu- ruely with the Contract Dowrtrenti. 6.2. CONTRACTOR shall keep on the Work at all tunes during iu prop -cu a competeru rtsidcnt supaintesnocrtt. who shall nix be replaced without wntttn notice to OWNER and ENGINEER except under exu-4oni nary eirutmuiu>czl. The superinundcnt will be CONTRACTOR'S reprrscntauvt at the site and shall have authonty to act on behalf of CONTRAC- TOR. All communisations to the auperinterdent shall be as binding as if given to CONTRACTOR. Labor. Macrriall and F.gcap- rnt: 6.5. CO?T RI.GTORshallprovidecoinpetestLsuiub{vgtnl- ificd personnel to Sur cv. Lay out and construct the Work as required by the Contract Document. CONTRRACIOR shall at all times wainuin good distititine and order u the site. Except as otherwise rtgturod for the safety or protection of persona or the Work or ptvper;i as the site or adjacent thereto, and except as othuwise indicated in the Contract Docwnenu, all Work at the site shall be pen'ormcd during rcVuLar-working hours and CONTRACTOR will not pami t ovenor uic perfoc. ru.ry c or Wort on Suwday. Surxiay or any kgi holiday %Athout OWNER 's wnuen wnscsu poets aher prior t•�ritten notice to ENGINEER 6.1. Unless otherwise specified in the Gerwraj Rt4trirc. men.LL CONTRACTOR stall (urttrth and ausvn a full respont sibdity (or an aweria.ls. egttrpmcrst h bor.tr puucnoo egtaiprttMV and andunc y. Wass. 1PpLtttces, fad. power. h tL hot t&phosx- wuc. uitrury fa:aiitirs, ttrapo. racy ha1iocz and all other facilities and vw6dcnuls nuzsa -y for the hanahctg. paforsrsrc .. ttsartl.. sta.rt.up and cr mple- Lion of the Wort b 5. Afl MUC' al.s and cyzrpxtau s.`aD be of rood gtrai ry and new. c.zex as otherwise p v id rd is the Contract ttc at- rnttt. All watraatia and pmv= - spo sFrwtly abed for by the Spra5cztiau dell try sus to thebeaeefat O(OWNER U raqut ed by ETIGINEF R. CONTRACTOR Ahab fwnish aatisfiaoay c 4ci-cz f it 1M1ai rtpotu of Ind t+Cstf1 as to the kind and quality of la and a pmmL AU tnuer'ials and egtipmern shaD be appibed m=3Jlcd. rnaaetsed aetaed, axed. d,oned and axrdiitorred in ■-n+rthricz with knuuosa of the able Suppiie;. csczpi as oti,rxwise provided is the Contras OowmentL Proem SdUALLIc.: 6.6. CONTRACTOR shall adhct to the prortsT scbadulc csablished in amardatsce with paragraph 1 9 as it my be adjtutcd from bate to time u provided below 6.6.1. CONTRACTOR stall st..+hr-ut to ENGINEER for aetzpnncc no the cxtc;t indicu d in paragraph 2.91 pro- posed ad jurrnea u in the prows ichndul c this will not chance the Contract Tuna tot Mdcswncsl. Such adjust• mortis will conform generally to the pro ens schedule then in cftcct and additionally wiU comply with any provisions of the Gctxral Rtgturtmcnu appliaNc thereto. 6.6.1 Proposed adjusunenu in the prsj.ii schedule that will change the Cents Times for Mr0csLoncs) shall be swmiaed in acsordancc with the requirements of paragraph 1..I. Such adjuuvnenu troy only be wade by a Change tprder or Wnuen Amendnxnt in a.ccord.ance with Anicie 1'_ 6.7. Submeuss and "Or-Fquaf' Ittnv: 6.7.1. Whenever an item of ma.teii or tquiarncnt is specified or desa-ibed in the Contract Datuncnts by using the name of a proprieury item or the tame e of a p Supplier, the spex±lcurion or description is intextdud to e .th sh the type. function and qualhv rertturad. Unless the sp cth lion or dcscripion contairu or is followed by words mailing that no like.. cgvi.-aknt or ••or-egrul" item or no wbstitution is perm tttrl. other items of material or equip- ment or material or equipment of ocher Sims may be acccptadbyENGiNEERurAcrthe following anu 00700-24 6.7.1.1. Or-F-auar': 1f in ENGINEER -I Solt discre- tion an item of ruterial or equipment proposed by CON- TRACTOR is fumalereally equal 1O tetat narntd and serfh- dently sirrulir w Slut t,<) Chan Pe in tutted Work will be requirzd. it rruv be eoruidered by ENGINEER u an or -equal" item. in which case rrvie-w and approval of ttr_ proposed item rruv. in ENGINEER's sole ditrreuort. be acr_.omp(uhad without compliance with some or all of the rtquirerncnts forI rptarscr of proposal substituu liens. 6.7.1.2. SubJtirurr Irani. If in ENGINEER's colt discretion an item of rnuer.il or equipment propmed by CONTP. 1OR doe* not qualify as an "or -equal- ium under zubparapaph 6.7.1.1. it will be considctd a pro perud substrttne item. CO1flLACTOR dull suit sufFr cant infonrution as provided below to allow ENGINEER to determine that the item of material or errayttrsent proposed is esseruiaJly e5quivaJcnt to that rnrrcd and tot aczepab1c substitute therefor. The procedure far rrv;c- by the ENGINEER will include the followin,j as supple• mental in the General Requ'rrtments and u ENGMEER may dide 4 tpproprvte under the cirtatmse zL P.e- qucsu for mole-« of proposal aubsxinste items cf material or equipment will riot be arsrotcd by ENGINEER from anyone other than COJ-ITRAC1OR if CONTR/+CIDR wishes to furnish or use a substitute item of rnutaial or equipment_ COhTP.1.CTOR shall first crake wriaGl apo:- cauon to ENGINEER for a. puncz theme(. cetifyying that the pro pas d Iu bstntn a will perform a,a eq t cJ v the furxsiorts and achieve the results called for by the Fina i design . be s ern l.ar in w bsuncc to that specified and be suited to the sa.-rx use as that specified. The application will state the ex:a:t, if any. to which the evsltaxn and accepcanec of tlr, propoud subsiimte will prt,udnz CON. TRACI:OR's ariticverne-rat of Substantial Comnicticn on timewhether or not acce iu.nee of the sub otute far use in the Work will require a chanrc in any of the Contact tkrcumcnts for in the provisions of any oche' dutct contract with OWNER (or work on the Project) to adapt the design to the proposed subuicutc and ►t.c her or rot inwrparation or ute of the subuitute in contXCZM with the Work is subject to payment of any limnst (cc or ro yxl t y. AJ I vans i one of the proposed su bstiurtc from the Ipccificd will be identified in the application and available rruinLeTuncc. rrpvir and rcr.Iaccrncnt soviet will be indi- cascd. The application will also uontajn an items eats muc of all cars or credits that wilt rc.uit dirtcJv or indirectly from a. zpunce of such xubstiwte. indudin. costs of ttdcsirn aM timers of other contnaors a.Zccted by the resulting chartgc. all of which will be considered by ENGINEER in enJuatinr the proposed subsiiLutr- EN- GINEER may require CO NTRI.CTO R to furnish addi - donal due about the proposed substitute. 6.7.13. CO TRAt 70R'r Cz ietur: All data to Lc prnvidcd by CONTRACTOR in support of any proposed •'or -equal" or substitute item will be at CONTRACTDR's c x pciuc. 6.7.1 Substirure Cn.trrrucrion Mrrhocts orProcrdures: ha specific means. method. technique. sc�ruencc or procedure of cpn.v vcaion is Shown or indci ed in and exprtisly required by the Canino Documrnu. COHT'RICTOR may ftQcis.h or uuliu a sutnututc mops. method. technique. scqumtt:c or procedure of cocutrucuon acxptabk to ENGINEER.. CON. TRACTOR shall submit sufficient informs.tion to albw ENGI. NEER, in ENGINEER's sok discretion. to determine that the wbstitute prvpascd is equivalent to that e-xpre sJy ufled for by the Contras Doosmcnu. The procedure for rtview by ENGI- NEER will be Similar to that provided in subparar-aph 6.7.1? 6.7.3. Enyinrce': Eralucrion.- ENGINEER will be allowed a rtasonable time within which 10 cyalua.te nJt propos�i or rubmitui inside ptrrstartt to paragraphs 6.7.I.2 and 6.7 ' ENGINEER will be the adc judFc of aweobiliry. No "or- equatf" or rut.�sirnc w'J be ordcreel. ins<a1Jcd or uti7irdd withots ENGINEER's prior wriacat ax eu.ncc which Wili be eviderard by a•,hcr a Chaa�e Order or an &.,proved Shop Dn.vin OWNER rr y require CObTP.AC OR to furnish at CO NTR ACID R'r ex. a i per al pert orv%Lrvx ut tec or other surtry with rip to any "or- uaJ- or rat iaJte ENGINEER will nssrd ume required by ENGINEER and ENGINEER's Consitu.:s in eya!uuiny rubrtitutcs pr c* eel or subrnitt d byCONfl..A TOR ptrstant to pail -s 6.7.1? and 6. 7_2 and in rrskir4 &an{ -s in the Conrraet DcKurialulor in the pr7ryisiau of any athcr d'rtct contras with OWN ER for work on the Frog o=:uioned thcrtby. Whether or not ENGINEER au a ubv..itutc it= so prapos.-d or submit- ted by CON 7-AC1'OR. CONTRAC[OR shat rtirnLwtc OWNER (or the char Fs of ENGINEER and ENGINEER's Coruulants for cva!tj Mrh such pre•pc-sed subs':r:ute item. C onerrrv.-g S .. 1 _ter:. S,,rpp.:c--t c..,4 O thc-: 6.8.1. CONTRACTOR shx!i not employ any Subaon• l a -o. Sr..;plier Cr ot::C pc: son or orp-i-xion (indttding thou acrpr.abic to OWNER and ENGINEER as indio.ttd in para�-aph 6.111. whether initially or as a wtsstitute. a{iirtu wrrrc:rt OWNER or ENGINEER Tray have rtasan- aLlc obcmon. COhTrR.L'TOR thail not be r-cquirtd to employ any SoSccv-� . r. Suppler or other person or organ Sion to hunith or perform army of the Work against whom CONTRr CIDR Ras rtasonabte objection. 6.6? If the S.,. friaryConditions rrc-tirethe iden- tity of twin Sut rz1.rtcr. Supplitrs or other per-soru or ort�.n."1ri cr.t (iridud.:.; the�.e who a.r o furnish the princi- pal items of rnacr.al2 or equipment) to tx subr'.ittrd to OWNER in adyurc of the specified da a prior to the £lfecuve Dater of the Al:rrment (or a-rzc uncc by OWNER and ENGINEER and if CONTRACTOR his submitud s list theme( in ascordarxc with the Supplcmcnury Cone'' tiers. OWNER's or ENGINEER's acccrpunc= father rn writing or by Ealing to make written objection thcrtto by the date ir.aicatcd for a.axpunce or obiection in the tidd'ng documents or the Contract Doeurn ntst of any such Subn. tractor. Supplier or other person ororranizxtion so idaitibcd nuy be revoked on the basis of miserable objection ant due invcsii�uion, in which cut CONTRACTOR shall sub- mit an acccpuable substitute. the Contract Price `Mil be adjusted by the different in the cost ocrisioned by such 00700-25 subsuwtion and an appropriate Change Order rill be issued or Written Amcndnnent ii�trscd. No acceptance by OWNER or ENGINEER of any such Subcontractor. Supplies or other person or orpnization shall constitute a wailer of any ri>;,ht of OWNER jr ENGINEER to reject deist . Work 6.9.1. CONTRACTOR shall be fully responsible to OWNER and ENGINEER for all acts and o rniss ioru of the Subcontractors. Suppliers and other persons and orpunira- ti exu pert erred n g or furnithi n g any o f the Worit under a direst or indirect contract with CONTRACTOR west ts CON. TRACTOR us responsible for CONTF.ACTOR's own aces and ornusioet . Nothing in the Contract Documents shall create for the benefit of any such Subamtrsaer. Suppliesor other person or o gmru zis io n any cameos cal rduionst i p between OWNER or ENGINEER and any sud Subcors- tracor. Supplier or ocher person or orpniutiort- oor ahLa it case any obiiption an the part of OWNER or ENGI- NEER to pay or to we to the ptaymertt of any trsorsrya due any such Subcontractor. Supplier or other person or otpni- ration except as may otherwise be required by Lvaea and ResuLuions. 6.9.2. CONTRACTOR shall be solely resoorutbie for schcduling and coordinaung the Work of Subconuaesaz Suppliers and other peru>ns and orpnin1Jons pertortaing or funwhiny any of the Work undo a direct or indurate contract with CONTRACTOR. CONTRACTOR shaft require all Sub- eonttxters_ Suppliers and iucti other parsons and orpruza- tions performing or furnishing any of the Work to cmrununi- sane with the ENGINEER through CONTRACTOR. 6.10. The divisions and sections of the Specic .x.ions and the identifocts of any Drawings shall not eontraJ CON- TRACTOR in dividing the Wort among Subcontractors or Suppliers or delineating the Work to be perormed by any specific trade. 6.11. All Works performed (or CONTRACTOR by a Sub- contractor or Supplier will be pursuant to an appropriate a{secment bctwc<n CONTRACTOR and the Subaontratsor or Supplier which specifically binds the Sulxtantractor or Supplier to the applicable terms and conditions of the Contract Docu- ments for the bcnctit n(OWNER and ENGINEER. Wtrcrnrrer any such agreement is with a Subcontractor or Suppticr who is listed as an additional insured on the prvperc insurance provided in paragraph 5.6 or 5.7. the arreemcnt txsween the CONTRACTOR and the Subcontractor or Supplier will con- tain provisions whereby the Subcontractor or Supplier waives all rights aptrut OWNER. CONTRACTOR. ENGINEER. ENGINEER'S Consultant and all other additional insureds for all losses and dama.gcs creased by. arising out of or rrsul ins from any of the perils covered by such policies and any other property insurance spplin.ble to the Work. If the insurers on env such policies require separate waiver forms to be rimed by any Subcontractor or Supplier. CONTRACTOR will obtain the same. Patter Prrs died RoraLia: 6.12. CONTRACTOR shall pay all Iiecase ices and raval- ties and assume all cods incident to the use in the pcnormancc of the Work or the ineorponsiort in the Work of any invention. chip. process. product or device which is the Subject of patent rights or eopyrishts held by others. 1(a panticyV invcncion, design, prvces, prodttar de niz is ipeched sn the Contract Docurnenu (or tae in the perfornurs a of the Work and if to the acsual knowledge ofOWNER or ENGINEER iu use is tubject to patru riffs or eopyrighu calling for the paryment of any Ic se fee or royalty to others. the e.xistcnct of such tights shall be disdioud by OWNER in the Conumes Doarasuus. To the fulkst testiest perrruttrd by Laws and Regulations, CONTRACTOR thsU irdasutify and hold barns. kss OWNER. ENGINEER. ENGINEER's Consultant and the officers. d rectors. o.vem agents and other eo nsu l sites of each and any of them from and apinst ail clairo.s. cosss. lariats and darzsa1rs ac -r rcg ou7 of or molting from any irirrsr..otj of patatt rag is or eaopyrighu incident to the use in the paioraunsa: of the Work or meshing Gan the incotpora. Lion in the Worht of any se son. design. proasa.. product or dcvicx not spcafaed in the Ca ct Docurnenu. 6.13. Unless otherwise provided in the 5upplernentary Conditions.. CONTRACTOR shall obain std pay (or all con- svuctaon perrmu and licaucs. OWNER shall assist CON. TRACTOR. when necasarv. in obcainiag such per nits and liersucs. CONTRACTOR shall pay an govt romannl charges and insuetiors (czs necenary for the ps' iz eion of the Wort. which are applic,ble at the time of openitnj of Bids. or. d there art no Bids. on the Efesuve Date o( the Agreement.. CON- TRACTOR shall pay all ehszes of utility owners for connec- tions to the Work., cud O WN ER shall pry all charges of such utility o+. -nets (or ea;,etal costs re:a:id the uo such as punt inve ur.ent (ec , la..r end Rcjultons: 6,14.1. COs." [R.AC OR I.sJl Five all notices and comply with an Law -s and Resulaiiorts a,plicablc to furnishing and performance of the Work. E.zctpt where otherwise expressly required by applicable laws and Renlsi arts_ ncnlxr O WN ER nor ENGINEER shall be responsible for monitoring CON' TRACTORS compliance with any Laws or Rcgutavons, 6.14.'_. If CONTRACTOR performs any Work knoy.'+ng or having reason to know that it is conu-a y to Laws or Rerylations. CONTRACTOR shall btu all Bums. costs. losses and damages t:aused by. arising out of or resulting therefrom: however, it shall not be CONTRACTORS Fifl. many responsibility to make certain that the Spcclfications and Drawings are in accordance with Laws and Regulations. but this shall not relieve CONTRACTOR of CONTRAC- TOR'S obligations under paragraph 3.' lairs: 6.15. CONTRACTOR shall pay all saJe-s. consumer. use and other similar taxes required to be paid by COAL'IOR in accordance with the Laws and R.Jutattons of the peace of the project which anti applicable during the ptrforrnanee of the Work. till of Prrrnitcs: 6.16. CONTRCOR iha l confhne t.onstniaion equip- nxnL the storage of m.uetials and equipmuu and the open. ciao of workers to the site and land and ar j identifte.d in and perrnitted by the Contract Documen s and other Land a.M area= permitted by laws and ReyruLationa. rig•hu-d.wiy. penult and easements. and shall not unreasonably encumber the premises with conurucuon equipment or other --nutrias or equpme.nt. CONTRACTOR tthall assume full rtnporh3tbslity (Cr any earn - ac to any such land or u- a. or to the owner or oavpant thereof or of any adi cent hid or arms. trrultirts frorn the performance of the Work. Should any bairn be mask by any such owtvl or ocurtsutt be .tuc of the perfor•rnanct of the Wort., CONTRACTOR shall promptly settle with atilt other party by ne otiation or otherwise molve the claim by art tn- tion or other ditputc rcaoltnion proceeding or at Law. CON- TRACTOR shall. to the fulka taunt permitted by Laws and Regula ionu. indannify and hold himUcss OWNEP_ ENGI- NEER, ENGINEER'S Coruulunl and anyone dtrmly or ardirectly employed by any of them from and s=itu* all claims. emu. losses and den.t arising out of or resultirl from any claim or action. Iepi or equitable. brotwit by any such owner orocatpant &2 nit OWNER.. ENGINEER oranvother patty irtde-mnified hereunder to the event coned by or based upon C'ONTR..ACTOR's perfornnrrce of the Wort. 6.17. During the pre s of the Work. CObTP,.ACIDR shall keep the prtmiscs fire from accumulations of waste mmcrialt. rubbish curd ot.hcr debris r iruking from the Work. At the completion of the Work CONTRACTOR shall remove all waste nvterials. rubbish and debris from and about the pre- miser as well as all tools. apgfianocs. eorumrcuon equipment and rn. chmcry and surplus rrtauxWs. CONTRACTOR Shall kave the site clean and ready for occupancy by OWNER at Subsl.ntial Completion of the Wort. CONTRACTOR dulI restore to origitul condition all propcsty not destgttatrd for alteration by the Coruract Documents. 6.18. CONTRACTOR shall not load nor permit any part of any structure to be kaded in any nu.nnerthat will endanger the structure. nor shaft CONTRACTOR subjccl any pan of the Work or adjacent property to stresses or preswrts that will endanger it. Record Docum.a u: 6.I9. CONTRACTOR shall maintain in a safe pled at the site one record copy of all Drawings. Specifications- Addenda, Written Amendments, Chancre Orders. Work Change Dina tives. field Orden and written interprcutions and eiarihc2- tions tissued pursuant to parraph 9.41 in good order and annocared to show ail lunges made during construction. These record documents together with all approved S-amples and a counterpart of all aporovcd Shop Dhaw-inps will be a.-ailable to ENGINEER for reference. Upon completion of the Work these record documents. Sarttples and Shop pnW. ings Will be delivered to ENGINEER for OWNER La/en and Proteracrt: 6..20. CONTRACTOR s-a"I be responsblc for uuuaunr. maintaining and superrtsin= all relay pct cautitrru and pro. Frams in connection with the Work. CONTRACTOR shall take all necesnry prccautioeu for the safety of. and shall provide the neaatary prolcrtion to prcvm damage. injury or lass to: 6..0.I. all parsons on ttic Work to or who may be affected by the Work: all the Wort and materials and equipment to be incorporated therein. whether in storare,on or off the site. and 6.24.3. other property at the site or stdpchcht thereto, nduding tract, shrubs.. hwzts. walks. pavements. roadways, strumrres, tmbtks and Undo- .roun4 Faalioer r dealt - tat cd (or trrrsavraf, reioc&uoeh or repisc.cncnt in the course of wnsuucucrt. CONTRACTOR shall comply with all appU,..a tic Laws and Re�uLatioru of any public body ha vin= jurisdiciien for safety of persons or prvpersy or to proczx them from dama.F_. injury or loss: and shall erect and rrtainmin all necessary salcgs ands for such safety and protcaion. CONTRACTOR shall notify own- ers of adA.-en: property and of Undcrp- ux! Faad+tics and utility owners when pr-sectttfon of the Work may affect them. and shall waperac with them in the proucrtion. rnn vat, telocuion and rrpbeement of their prupcny. All d.anugc. i ajury or loss to any proxrtty referred to in paragraph 6.20.2 or 6.203 caused, directly or irdrrecUy. in wfiolc or in part.. by CONTRACTOR_ any Subeonw=or. Supplier or any other persoc or orpltda.uon throaty or indirca.ly employed by any of them to perform or furmth any of the Work or anyone for whose not any or them may be Liable. shall be remedied by CONTRACTOR (cscr K dare gc or loss a mbui&IAc to the fault of Drawings or Spc eions or to the aeu or omissions of OWNER or ENGINEER or ENGINEER's Cvruultant or anyone employed by any of them or anvonc for whose sets any of them may be Iiable, and not artribuuble. directly or rrrtty. in whole or in put, to the fault or negir cicc of CONTRACTOR or any Subcontractor. Supplier or other per- son or orpnirition durrtly or indirectly employed by any of them). CONTRACTOR'S dude: and trsporatbrlities for safety and for protection of the Work shall continue unul such time'-' all the Work it completed tend ENGINEER her issued a notice to OWNER and CONTR14CTtOR in accordance with pa - graph 14.13 that the Work is acceptable Icxcept as otherwise expressly provided in connection with Substintsnl Cornple- tionl. Si/ern Rcprrxcntadrr: 621. CONTRA TOR shall dcaig arc a qualihc4 and cape' ricncr..d safety ttpretcntative at the site whose duties and OO7OO-27 rexponsibilitia shall be the prevention of accidents and the maintaining and supervising of safety preriuuons and pro- rt imu. Haesard Cavnwturticssaon Prvyrumz: 6.21 CONTRACTOR stealI be resporebla for coordicauing any cXClungc of material safe data sheets or otters hazard enmmu nial gn infofmat.ort require5d to be made available to or exchanged between or asnorrp employe at the site in accor- d. ncc with Lowe or Rcntlstions. 6?J. In errk=Tcr ors *5cc mr the safety or protection oI persons or the Wt7rk or properiy u the site or adpocnt thhe t o. CONTPSA [OR. withow spacial pion or au- tlwrinuion fromm OWNER or ENGINEER, is obiiptad to act to pr rent thrcatcraed dams�e.. hi j xy or kn.. CON - TRAC7OR shall Fivc ENGINEER prorrtat wl,nen Holier d CONTP)CIOR bc.lievcs that any tiptiham changes in the Work or variatiort2 from the Coruna Domamatu have been caused thescby. If ENGINEER determines the a elan in the Contact Docurnenu is required bo=o of the action taken by CONTRACTOR in rt:rponsc to such an rperf .. a Work Chang Directive or Change Order will be t sued to document the co 1.equc1PcL2 of such action 6.24. Slop Drvv. N r and Sastplcs: 6.24.1. CONTRACTOR shall submit Shop Drawings to ENGINEER for review and approvaJ in awtur" with the accepted schedule of Shop Drawings and Sample submittals tsec paraQaph 2.91. .All satbrnipals will be lacedfled *.s ENGINEER rruv enquire and is the number or copies spedfaed in the General Requirements. The data shown on the Shop Drawings will be cmmoiete with rca to quanti- ties, dimcn.eiors-. spaa.hed penorernncc and design criteria. materals and simile din to show ENGINEER the mat eri- als and eauipote u CONTRACTOR proposes to provide and to enable ENGINEER to rrvxw the iniomution for the limited purposes required by pzragraph 6_6. 6.24.'1 CONTRACTOR scull also submit Samples to ENGINEER for review and aoproval in accordance with said steepled schedule of Shoo Drawmgs and Sample sub - mitt -alt. Each Sample will be iocntiheddearly as to rnuerial. Supplier. pertinent data such as eaullog numbers and the use for which intended and oocr*ise as ENGINEER rruy require to enable ENGINEER, to review the submittal for the. limited purposes recuhcvd by paragnpth 6.26. The nttm- ben of elate Sample to be suomitted will be as specified in the Spccincalioru. 615.1.1. all held measurements. quanuties, diner,. lions, speeihhed pertorrnantc Criteria. installation rnquirs. menu. materials. catalog numbers and simile infornut.. with rupta thereto. 6_.5.1.. all rntenats with respect to intended use. (axriotion. shippira.. handliuig. morale. ass ,,bly and utstaUatxining to the per(orrrmnce of the Work and 615.1 ' till in(ortnuion r tt.auve to CONTR_ p., We responstbt'lides in trivetof fneuu, ma.hods_ ted� calques_ sequerscrs and procedures of eonnj, icM and safay praautioru and provwru incidaht ttxruo. CO NTR. CTD R Lh,all also have re' 4c-*ed ttad coord iruted each Shop Driwi.n= or Sampk with other 5nop Drawinp arid Sampki and with the requirena r..is of the Work and the Contract Oocumestu. 6.2.5 .2.. Each aubmiral wit) bear a stamp or apedfic writtcsi indication that CONTP.ALTOR bzs satisfied CON- TRACTOR's oblipuons under the Contaci Docztrncnu with respe:a to CONTRACTOR'S rev,e-w and appfweal of the subrnital. 6'3J. Al the time of cadi submiaan_ CONTR.AC1DR shall pve ENGINEER rpe ific waaen route of such vari- ations. if any. the the Shop Drawing or Sample submitted may have from the rcquirtmcnu of the Co<uract Documents. suds notice to be in a written commtrniction 2 .ratc from the submittal: and. in st4doion. shall cause a spce C nation to be made on each Shop Dnwirtg and Sample submitted to ENGINEER (or.review and approval of cash such variaiotu 6_b. ENGINEER will review and approve Shop Drawings and Samples in accordance with the schedule of Shop Draw- ings and Sample submittals axrpted by ENGINEER as re- quired by pararraph 29. ENGINEER's review and approval will be only to determine if the items covered by the submittals wilt. slier iruuJLuion or incorporation in the Work. tardorm to the information riven in the Contn.zt Doattncnts and be cnrnpzaiblc with the design concept of the completed Prolcot Is a functioning whole i.e indicated by the Contract Dcrcumcrtu. ENGINEER's review and approval will not extend to means. methods. technioucs. sequences or procedures of construction tezcept where a pantcular means. method. technique. se- qucncc or prr<cdure of eonssrueuon is speriholly and ca• pressly called for by the Contract Documcnul or to safety precautions or programs incident thereto. The review and approval of a separate item as such will not indicate approval of the attembly in which the item iuneuons. CONTR1 TOR stall make corrections required by ENGINEER and shall return Use required number of corrected copies of Shop Draw- invs and submit as required new Samples for reKw and approval. CONTRACTOR shall direct specific attcn ion in wlting to revisions other than the corrections called for by ENGINEER on previous submittals. 6-75. SubmAas! Pro-edurrs: 6.^_7. ENGiNEER's review and approval of Shop Draw. 623.1. Before submitting each Shop flnwine or Sam- incs arSampics shall not relieve CONTRACTOR from reiporr plc. CONTRACTOR shall tear oncnnincd and veriried: sibiliiv for any varution from the rtquircments of the Comae 00700-28 l)oeumenu unleu CONTRACTOR has in writing aJIed EN- GINEER'S attention to each tuck variation at the time of submission u required by paragraph 6.253 and ENGINEER has given written approval of rseh such vuiaiion by spcc;fu wnticn noution thereof incorporated in or accompanying the Shop Drawing or Sample approval: nor will any approval by ENGINEER r tkrt CONTRACTOR from taponsa)t7ity for complying with the requirtrrrcnu of para�t-aph 623.1. 635. Where a Shop Drawing or Sample is required by the Contract t)wnu or the schedule of Shop Drawings and Sample submissioru accepted by ENGINEER u revirrd by panr-aGh ? 9. any related Worst performed prior to ENGI- NEERS review and up xovaJ of the pcninent submiruJ will be at the sale expense and rdponnbiliiy of CONTP-ACTOR Car Lnw 'r rho Work: 6.29. CON7RI,CTOP. shall carry on the Work and adhcst to the progress schedule during aft disp.n s or du.�mcnu with OWNER, No Work Stull be delayed or postponed peed• in; resolution of any disputes or diu. eanenu. cxcept u ptrrnined by paragraph 15.5 or as OWNER and CONTRAC- TOR may otherwise aerie in writinr,. 6301. CONTRlCTr7R'r Creams! i 'arraAn and Gummnuc 6.30.1. CONTRsL1DR warranu and guaranties to OWNED_ ENGINEER and ENGINEER's Consiltanu that all Work will be in aecordancc with the Crntraet Docatnenu and will not be drfrrriiy. CONTR/.CTOR's warranty and rusrantcc hereunder excludes dcfazs or damage caused bt. 6,30.1.1. abuse. modiffleation orimproperrnaintaurtcc or ofxration by perwns other than CONTRACTOR_ Sub• contrators or Suppliers: or 6.30.1.2. normal wear and tear under norr.iJ usage. 6.30.2. COtlTRJC OR'sobiigaliontoperformurdeom• plctc the Work in acrord.ance with the Contract Documents shall be absolute. None of the following will eonnituu an acceptance of Work that is not in aewrdarscc with the Contract Documcnrs or a rtic=sc of CONTRI.CTOR's obli• ption to perform the Work in aceordusee with the Contract Documents: 6.30.2.1. observations by ENGINEER: 6.301.3. rccamncnduion of any prurress or feral payment by ENGINEER: 6.30.13. the usuancc of a certificate or Subsuntial Completion or any payment by OWNER to CONTRAC. TOR under the Contract Document_:: 6.30 2.4. use or occupancy of the Work or any pan thereof by OWNER: 6J0.=.3. any L=punce by OWNER orany failure to do so: 6.]0..6. anv review and approval of a Shop Drawing or 5 :plc submittal or the issu. nce of a notice of a.aept_ ability by ENGINEER ptu-wlnt to paragraph 14.13: 6.30.2.. any inspection. test orapprovaJ by others: or 6.30...5. anycorrtctionofdcferrn•.WorkbyOWNER 1 ns nn niricaaar, 631. To the fullest extent pemrniu.ed by Laws and RcFuL, uoru. CONTRACTOR shall indemnify and hold hurnless OWNER. ENGINEER. ENGINEER's Consultants and the officers, dirtoors. empbvees. agasu and other mounts of each and any of Uwt-m From and agzmu all -claims. touu. ic=es and 4 i,-a. es tincledin.g but riot limited to ,1J fates and ch r of minas. arthitet. anorrrys and othtc pmfezvonah and all coin or arbn ration or other di putt resolution co-sstii tauard by. ariting out of or rcstrhin.i from the perfortm race of the W0& provided thu any such claim. cost. floss oc dann�e: (it Is cu itnrubtc to bodily injury. sickness, disease or dauh.'or to injury to or dcrniction of ungsbk propersy (other than the Work iuelfr. including the toss of use res.dting therefrom. and lair is caused in whole or in part by any netligert as or omission ofCONTRi'CTOR. any Subcontractor. any Supplier. any person or orxancauon directly or inde'e tiv employed by any of them to perform or knish any of the Work or anyone (or whose aces any of them may be liable. regardless of wtsesher or not ausc4 in part by any nec1tg--flee or omission of a person or entity indemnified hcrcu t4er or whether Idbtlity is imposed upon such indcmnified pony by Lays and Regulariocu rc ard- Iess of the negligence of any such person or enti). 6.3=. In any and all clairru apinn OWNER or ENG1- NEER or any of than rapcnivc cotultawtts. agents. o('liccn. dirr:wn or employvcs by any cc to -cc for the uu-livor or perwr ui repLsentauvc of wch employed of CONTRACTOR. any Subcontractor. any Supplies. any person or organization direcziy or indirectly employed by any of them to perforrn or furnish an of the Work, or anyone (or whose acts any of them troy be liable. the indannifuauon obligation under paragraph 6.31 shill not be limited in any way by any limituion an the amount or type of duru.gaeompen:ation or benehu payable by or for CONTRACTOR or any such Subcontractor. Supplier or other person or organization under workers' compensation act:. disability benefit acts or other employee benefu acts. 6.33. The indemnihntion obliptiorts of CONTRACTOR under parapaph 6.31 shall not extend to the liability of ENGI- NEER and ENGINEER's Consultants. officers. directors. employees or agents caused by the profession2J nctligcrtc. errors or or.ussiors of any of them. Surviral of Obbigaricrtz: 6.34. All repr-cscnutions.indcmnifications. v2rrnuu and with FuarAntcr_s made in. required by or yiycn in aecordane OO700-29 the Contract Docasmenu. Li vve11 as all oontinwng oblip.tions indi�icd in the Contract Documents. will survive final pay. ment- compleoon and sccrpunce of the Work and termirution or completion of the Arrcerrrcrtt. ARTICLE 7 --OTHER WORK Rdlnsed Kart c Sur 7.1. OWNER may perform other work related to the Project at the site by OWNER's own forces. or let other direct eontncu therefor which shall contain General Condi- tions similar to that. or have other work performed by utility owners. 11 the fact that such other work is to be perforznal was not noted in the Contna Documents. that: (ih written notice thereof will be =amt to CONTRACTOR prior to sorting any such other work, and fir) CONTRAC• TOR any make a elsirrr thcrtior as provided in Arcades II and 12 if CONTRACTOR believes that such performance will involve additional cxpenst to CONTRACTOR or re- quires additional time and the parties an unable to ague as to the amount or extent thaw(. 7? CONTRACTOR shall afford each other eontrauor who is a party to such a direct conu-i. t and each utility owner tared OWNER_ if OWNER is performing the addi- tional work with OWNER's employcal proper and ate acre=s to the slut and a reasonable opportunity (or the introduction and storage of materiahs and equipment and the cxcturion of such other work and shall properly connect and coordinate the Worst with theirs. Unless otherwise provided in the Contract Documents. CONTRACTOR shall do all cutting. fining and patching o(the Work t .a may be required to make its several paru come together properly and ante pate with such other wort. CONTRACTOR shall not en- danger any work of others by cutting. excavating or other- wise altering their work and will only cut or alter their work with the wriucn eon.xnt of ENGINEER and the others whose work will be affected. The duties and responsibilities o(CONfRACTOR under this paragraph arc for the benefit of such utility owners and other contractor to the extent that there are comparable provisions (or the benefit of CON- TRACTOR in said direct contracts between OWNER and such utility owners and other contractor -s. 7.3. If the proper execution or results of any part of CONTRACTOR's Work depends upon work performed by others under this Article is CONTRACTOR shall inspect such other work and promptly report to ENGINEER in wriung any delays. ddccu or dcflciencics in such otherwofk that render it unavailabk or unsuitable for the p, aptr execution and results of CONCRACTOR's work. CONTRACTOR's failure so to report will conitittuc an acceptance of such other work as fit and proper for integration with CONTRACTOR'S Work except for latent or nortappuent defects and deftctcrteics in such other work, Coordutanac 7.4. If OWNER contraus with othos for the per(ocrrtsrx•r. of other work on the Projeta u the sin. the following wiU be forth in Supplexnenury Conditions: 7.4.1. the person.. firm or corporation who will ha v e awthortiv and trsponsrbtl. y for mxdirtaaon o(the tstsivitics among the variotu ptitrse earttrsctors will be identified: 7.t the sDeeifre truants to be covered by such author- itv and responsibility will be iterttatd: and 7.4.;. the extent of such authority std rGstonsibslitics will be provided. Uruess otherwise provided in the Sufneneaj-y Condi- tions. OWNER shall have sole authority and ttspoTtsibs'lity in r of cJ of suds coordination. ARTICLE 6-- OWNER'S RFSPONSIBILlTiE.S Lt. ricrac us othewise provided in these General Condi- tions. OWNER shall issue all oons to CONTRAC• TOR through ENGINEER. E.. In case of termination of the employment of ENGI- NEER. OWNER shall appoint an cur tt anw whom CONTRACTOR makes no rcasorubtc objection. whose status under the Contract Doc rnatu shall be thus of the former ENGINEER_ IJ. OWNER shall (urnirh the data required of OWNER under the Cortow Doacumenu prompvly and shall make pay - menu to CONTRACTOR promptly when they are due L provided in paramphs 14.4 and 14.13). E.4. OWNER's dunes in res,^ect of providing lands ant casements and providing ergnx-rnng surveys to csribtish ref trend pants are tit forth in pzragraph4.1 and 4.4. Paragrapf 4.2 refers to OWN ER's idcn fyirtg and making ayailable Sc CONTRACTOR copies of reports of cxptorations and eats 0 subsurface conditions at the site and drawings of physics conditions in existing stn.J 1rrs at or contiguous to the site the tuve been utilized by ENGINEER in preparing the Contrac Docv mere u. S.S. OWNER's rrsporuibilitics in respect of ptuthu.s.trl. and maintaining liability and property insurance art set forth i' paragraphs 5.5 through 5.10. E.6. OWNER is obligated to execute Change Orden a indicated in pat -.graph 10.4. 8,7. OWNER's responsibility in rcsocct of can ra%pct lions, tests and approvals is set forth in pa-aph 13-4- 82. In connection with OWNER's right to Stop Work suspend Work. ice paragraphs 13.10 and 15.1. Pangraph 15 do is with OWN ER's right to tcrrnirucc strokes of CO1 TRACTOR under certain eirtumsta icrt. 00700-30 8.9. The OWNER shall not supervise. direct or have control or authority over. nor be responsible for. CONTRAC- TOR's means. methods. tachniqucs. 1ct ucncel or prwxdurts of constriction or the safety prcxautiosu and programs incident thereto, or for any failure of CONTRACTOR to comply with Laws and Reguluiona applicable to the furnishing or perfor- nurxe of the Wort. OWNER vn'll not be respomtblc for CONTRACTOR's failure to pe. orm or furnish the Work in atrr,tdsnce with the Control Dcxurnenii. 8.10. OWNER'S responsibility in respect of undisclosed Asbesws. PCB. Fttrvleum. Hazardous Waste or Ra. icxsetive Mails uncovered or rrvealcd at the site is act forth in paragraph <.a. 8,1I, If and to the extent OWNER has a. rted to furnish CONTRriCTOR rcasorabk evidence that Qnuxial amnge- rn rats have been made to satisfy OWNER', obiiptions under the Contract Documents. OWNER's reeportstbdity in respect thertoi will be u id forth in the Supplcmenury Conditions. ARTICLE 9 --ENGINEER'S STATUS DURING CONSTRUCTION OWNER'r Rcprcunuarr: 9.1, ENGINEER will be OWNER's rtpresattative during the construction period. The duties and respwwbrlities and the limitations o( authomy of ENGINEER as OWNER'% repro. stntuive during eonstrttction are set forth in the Contract Documents and sh.th not be extended without wnncn consent of OWNER and ENGINEER. 9.2. ENGINEER will make visits to the site at irnervals appropriate to the various scares of cxmstruaion at ENGI- NEER de>cros ncrrssa'y in order to observe u an caperienced and gtrzlificd design prmfessiorut the progress that has been crude and the gisliry of the various aspccu of CONTRAC- TOR's executed Work.. I3as.cd en infornar.ion obuirxd during such visits and obsemtions. ENGINEER will endeavor for the berxfit of OWNER to determine, in general, if the Work is prucccding in accordance with the Contract Documents. EN- GINEER will not be required to crake exhaustive or conunu• our on-sitc inspections to check the quality or quantity of the Work. ENGINEER' % dioru will be directed toward providing for OWNER a greater degree o(eoithdence thu the completed Work will Conform genet-aily to the Contrast Documents. On the buts of such visits and orrsitc obscrvasions, ENGINEER will keep OWNER informed of the proptss of the Work and will endeavor to guard OWNER apairsn defective Work. EN- GINEER'S visits and on -site observarions art subicct to all the limitations on ENGINEER'i authority and responu'bility set forth in paraar-aph 9.13. and particularly, but without limitation. during or as a resuIt of ENGINEER's onaitc visits or obscreatioru of CONTRACTOR's Work ENGINEER +vill not sup rise. direct. control or have authority over or be rcxpon- sible (or CONTRACTOR's erects., methods, t s, �- qucnces or procedures of Cons ruction. or the safety ply. tions and programs incdent thereto, or for any fatltati of CONTR/tCiOR to comply with Laws and Rc�ulatinn% appli- cable to the furnishing or perforrtuncc of the Work. Project Rrpresrnt�rr: 93. If OWNER and ENGINEER agree, ENGINEER well furnish a Reidcnt Psvicct Rtpttscsuitive to assist ENGI- N EER in providing more wntinuous obscr cation of the Veloric. The resportsibilues and authority and Iimiu,tions Uvcrcon of any such Resident Proica Rrpracauatvc and assisurtu will lx as prded in p,arapaph 9.13 tend in the Stpplemenmry Cord itiors If OWNER des: l¢tates another r pr s tJ ' 't or anent to rt:%xm=t OWNER as the sit, who is not E NGI- NEE:.^'s Coeuu►u;. agcat or employee. the rtspoacbtlitics and auLsoricy and Iiztita.-io u thereon of rueft other person will be as provided in the Suppleasentary Ccnditioru. Clartfi.-+zaen.r and 1 ii o -'taro: 9.4. ENGINEER will late with reasonable pnarnpu, s such wrazn ciarif- c..ss or intespreta.iorcs of the rur-dre- menu of the Contract Dotsaiasts (in the farm of Drawing or otherwiseas ENGINEER Cray determine net .ry. whidi shall be consistent with the intent of and rasorably ittlerabk from Contras Doet,trne"u. Such written ehsb5ariorts and intcrprt3aons win be I:mdirj tit, OWNER and CONTRAC- TOR_ if OWNER or CONTRACTOR believes that a written eiuificuion or intuvr'tion justi.Rcs an adjustment in the Contract Price or the Contract Times and the panics are w .ble to a.g ec to the amotmt or cctent thereof, if any. OWNER or CONTRACTOR may cake a written c,ai..'n therefor as pro- vided in Article I I er A.tite 12. Ataisori rd Vartiaaa.0 in R'art: S S . ENGINEER may Autharizr_ minor variations in the Work from the requirernenu of the Contract Doc,.uncnu which do not involve an adjustment in the Contract Pticc err the Contract Tiir t and are compatible with the design concept of the completed ProjcLi as a furecxmtnr whole as indicated by the Contract Doatmc-nIt. These may trs accarnplishcd by a Field Order and will be binding on OWNER and also on CO NTRACIO R who shall perform the Work involved prvmp ti y If OWNER or CONTRACTOR believes that a Field Order justifies an adjust ncnt in the Contract Price or Ole Cvntrirt Tints and the parties arc unable to arr_e as to the uno�r.nt or extent thcrrof. OWNER or CONTRACTOR tnaY snake a written claim therefor its provided 'n Arndt II or 12. Rrjcc nr Dcfecrirc work 9_G. ENGINEER will have authority to disapprove or ncjcct Work which ENGINEER believes to be d<feciive. or 00700-31 that ENGINEER belie- j will not produce a completed project that coaortns to the Contract Doeurncnu or that vertu prejudice the inccpity of the detiti oonupt of the C mpkiod Project u a functioning whole u indicated by the Contract Doaut>enu. ENGINEER will also have arnhonry to require tpaal inspec- tiort or testing of the Work it provided in paragraph 13.9. whether or not the Work is fabricated. inualled or completed. Shop Drvwu -e, Chan re Ordtrr and Pgrwtcn¢ 9.7. In cons a on with ENGINEER's tutheoriry it to Shop Drawings and Samples. see paramphs U4 thrarfh 6_ Z i n dusi rc. 9.E. In connection with ENGINEER's authority u w Chaste Orders. roe Arudes 10. II. and I? 9.9. In wane ion with ENGINEER's authority at to AppliQuoru for Payment_ set Article 14. DeurmL%arwtu for Unit alert: 9.10. ENGINEER will determine the acttul gtutuitiea and dassibaui ru or unit Price Work performed by CONTRAC- TOR_ ENGINEER will renew with CONTRACTOR the EN - G IN EER's p r e1 niury dctrrmu t=ons on sut₹t mauas bdott rendering a wrist decision thertan 1 by itmcn�.tion of an Application for Payasern or oth c wiul. ENGINEER's intern do==n thereon will be final and binding upon OWNER and CONTRAC."TOR. undcm within Ica days ahcr the date of any such deci . either OWNER or CONTRACTOR ddivers to the other and to ENG1NEE R wtiuen notice of intention to appeal from ENGINEER's decision and: (i) an appeal from ENGINEER's dmision is taken within the time lirmu and in , c rdarrcr with the procedurs act forth in Ex}dbit GC -A. "D'uputc Reolution Ant.' entered into berwecss OWNER and CONTRACTOR ptamuu to Article 16. or (ail if no suds Disptttc Rewluix n AFeem fl has been entered into. a (oxasaJ proomding is insuurted by the- appealing party in a forum of ere pctcnt jurisdiction to exercisc rude 1-hu or remedies as the appea1izts party may have with rtxpect Co ENGINEER's d aasi on.. unless otherwise agetd in writing by OWNER and CONTRAC-IOP. Such appeal will not be subject to the procedures of paragraph 9.11. Deariom an Dupur.cr: 9.11. ENGINEER will be the initial interpreter of the requirrrnenu of the Contract Documents and prdfe of the acre xabilicy of the Work thereunder Claims.. disputes and other matters tdsting to the accepubllt v of the Work or the interpretation of the r=quucrncnu of the Conu-act Doa..nents pertaining to the performance and furnishinf or the Work and Claims under Articles II and 12 in aspect of changes in the Contract Price or Contract Times will Fe referred initially to ENGINEER in wricinF with a request for a forrrul decision in acoordanae with this tzars jraph. Written notace of each such claim. dispute or oche nutter will be ddircrcd by the clairrtartt to ENGINEER arid the other party to the Alptn'xnt prompgv (but in no cvcru Latex than thrny daysl afar the ton of the occurrence or event giving rise thereto. and wtitstn supporunf dau will be tubmhuhd to ENGINEER and the other put', within rixry dare after the uan of tueh ot:tsnrertce or event realest ENGINEER allows an additiortaj period of time for the subuu=ion of additiornl or more ttwuate data in txtppost of ouch daim. diisptne or other tsuaee The opposites party than submit any respoetse to ENGINEER and the claimant within thaw days after sec* of the chimutt's Luz subrtutu! (tmlest ENGINEER allows add i tioruJ taper. EN G IN EER will tender a for J decision in wilting witt'.o thirty dsya after rocti1x of the opposLng parry's aubauuaL if any, in acute ace with this paragraph. ENGINEER'a written decision on sxxb edam dapu to or otbc miner will be ka&J and biadirtf upon OWNER and CONTRACTOR tmless Itl an appeal from ENGNEER's der in- is taken within the time enacts and in mare with the procedaars Let forth in EXHIBIT GC.Ar "Dispose Rena lutim Atrecmcat." tattered into bavm= OWNER and CON. TRACTOR ptaswnt to Article 16, or nil If no ouch Dizptac Resoftmon Ats=crocrn hu been cured into, a waiter, noiace. of interuon to appeal from ENG INEER i wri ens dmixion is detivcrsd by OWNER or CONTRACTOR to the other and to ENGINEER within thirty days titer the date of such de aeon and a fore aJ proceeding is autmeed by the appnjin= parry in a (onus of enrtzp+a en z jss i sdie:aon to c i erci se such rights or rtmodirs as the appealing party msy have with respect to such claim depute or other msxrer in aemrd r e with applioblc Lawn and Rgril,auors within aim days of the due of such dccn.K n. unless otherwise agreed in whin( by OWNER and CaNiRAC OR. 9.12. When f t ncuorung as in prrt r and judge under paragihs 9.10 and 9.11. ENGINEER will not show partiality to OWNER or CONTRACTOR and will not be liable in connection with any interpretation or decision re-nderod in Food faith in such caps. ty. The tendering of a decision by ENGINEER pursuant to paratto hs 9.10 or 9.11 with resct to any such eiaint. ditpu to or other racer t ex cc i any wench hart boon waived by the nukusg or arecptuscc of (aal payment u provided in paratra.,#t 14.16) will be a condition precedent to any es.erer e by OWNER or CONTRACTOR of steers rip as or remedies as either mi v otherwise have under the Contract Docurrtenu or by laws or RcguLaaotu in tea ct of any such G!ai:n, dispute or other hurter pursuant to Article 16. 9.13. Linncion on El.'GINEI:R'r A i o.zn and R 9.1].1. Neither ENGINEERS authority or rtavortitbil- ity under this Arucle 9 or under any other prvvision of the Contact Docuntenu nor any decision made by ENGINEER in good faith either to exercise or not exercise such authority or responsibility or the underuking. exercise or perfotnursee of any authority or rrsponslbiliry by ENGINEER shall Create. impose or give rise to any duty owed by ENGINEER to CONTRACTOR. any Subcontractor. any Supplier, any other person or orT rtizar.ion. or to any surety for or crn- plovcc or :gent of any of thctn- OO7OO-32 9.13.3. ENGINEER will not supervise. direct. Con- trol or have authority over or be responsible for CONTRACTOR's means. methods. techniq us. se- quences or procedures of construction. or the safety prtautions and programs incident thereto. or for any failure of CONTRACTOR to comply with Laws and Regulations applicable to the furnishing or perfor- mance of the Work. ENGINEER will not be rtspon- sible for CONTRACTOR'S failure to perform or fur- nish the Work in accordance with the Contract boasments. 9.133. ENGINEER will not be responsible fat the acts or omiuions of CONTRACTOR or of any Sub- contractor. any Supplier, or of any other person or orgsniracion performing or tarnishing any of the Wort.. 9.13.4. ENGINEER's review of the final Apptica- tion for Payment and accompanying doeutnentation and all maintenance and operating instrucxions. ached. ules, guuzritcei. bonds and certifc z s of irtspeaion. tau and approvals and Other documenadon required to be delivered by paragraph 14.1will only be to determine generally that their content complies with the requirements of. and in the case of cero icates of inspections. tests and approvals that the results certi- fied indicate compliance with. the Contract Docu. ments. 9.13.5. The limitations t:pon authority and rt:spon- sibibty set forth in this paragraph 9.13 shall also apply to ENGINEER's Consultants. Resident Project Rep- rescrtai.ive and assistants. ARTICLE IO—CHANGES IN THE WORK 10.1. Without invalid_ating the Apternent and without notice to any surety. OWNER tray. at any Lime or from time to time. order addiiioru, deletions or revisions in the WoK. Such additions. deletions or revisions mill be authorvcd by a Written Amendment. a Change Order. or a Work Change Dirccuvc. Upon receipt of any such document. CONTRAC- TOR shall promptly proceed with the Work involved which will be performed under the applicable conditions of the Contract lkx:vmcnis (except as otherwise specifically prv- vidcd). Io.?. If OWNER and CONTRACTOR arc uruble to apes as to the extent. if any, of an adiusunent in the Contract Price or an adjustment of the Contract Times that should be allowed as a result of a Work Change Directive, ad -aim may be nude thcrtfor as provided in Article 11 or Article l. 10.3. CONTRACTOR slap not tx entitled to an incrrasc in the Contract Price or an extension of the Contract Tunes with resTxct to any Work performed ttsu is not required by the Contract Do umcnts as amended. modified and supplemented as provided in parapraphts 3.5 and 3.6 except in the ease of an emersencY as provided in pira ra.ph 623 or in the cue of uncovcrinr Work as vrovidcd in paragraph 13.9 10.4. OWNER and CONTRACTOR :tali excctnc tppro.. prate Change Orders recommended by ENGINE ERR toe Writ• ten Amendments) covering: 10.4.1. chutgrs in the Work wlvclt are (i1 Ordered by OWNER pursuant to paragraph 10.1. tiii required becauscpf accepunct of defeern-r Work under paragraph 13.13 or eoertmint def'ctir-t Work under para.gaph 13.14. or (iul anted to by the panics: 10.4.;. than F^_s in the ConLra-t Rice or Contract Tu„u "ttieh arc aped to by the panics: and 10-13. cJwtp s in the Contract Price or Contract There.: which embody the wtrszance of any "Tiaen doasion rtrt- dcrcd by ENGINEER pursuant to pars raph 9.11: provided that. in lieu of executing any suah Change Order, an atrpeal may be taken from any wd- d ao n in accordance with the provisions of the Contract Doatmrnrs and ap'ptble Laws and Re�ulasions, ben doting any such appeal_ CON- TRACTOR shall arry on the Work and adhere to the progrit schedule as provided in paragraph 6.. I 5. If notice of any change a}Tening the Fseral scope of the work or the provisions of the Contract Documasu (indud- irtg. but not limited to. Contract Price or Contract Times) is required by the provisions of any Bond to be given to a surery. the giving of any such notice will be CONiRACTOR'a respon- sibility. and the wrrouro of cih a,' 1.1 ablc Bond will be adiusted a erdingfy. ARTICLE I I —CHANGE OF CONTRACT PRICE I I .1. The Certtra.^t Price eonstittites the local ecatpic ss. Lion tsubrcci to Luthoritrd adjustmenul payable to CON- TRACTOR for perforating the Work. All duties, it x oabii- ucs and ottl:gucr.s assigsrcd to or u rrd e-. u)L= by CONTRACTOR Shall be u CONTRACTOR's expcstse without change in the Contra -1 Rice.. 112. The Contract Price coy only be ehangod by a Change Order or by a Wnren AnxndmenL Any claim for an adjust- mcni in the Contracx Price shilI be based on written notice delivered by the party making the ciairn to the other party and to ENGINEER promptly tbut in no event later than thirty days) after the start of the oeestrrt-nce or cyent riving rise to the claim and sunny the rcncral nature of the claim. Notice of the amount of the claim with supporting data shall be delivered within sixty days alter the start of such oecurtrnce or event runless ENGINEER allows additional time for claimant to submit additional or more accurate data in support of the claim) and shall be accomparticd by claimant's written sutcrncnt that the adjustmcru claimed covers all known amounts to which the claimant is entitled as a result of said occ rrrcncc of event- All claims for adjusumcnt in the Concoct Price shalll be detc Hailed by ENGINEER in amordanco with paragsa.ph 9.l 1 if OWNEF and CONTRACTOR cannot ottrcrwisc agree an the an1Oun involved. No claim for tit adjustment in the Contract Pncc Will be valid it not submirced in atx»rdance with this paragaph 11.2. 11.3. The value of env Work covered by a Change Order or of any Bairn for an adjustment in the Contract Price wiU be dctcrmincd as follow -s: 113.1. where the Work involved is covered by unit prices contained in the Contract boeunsentt by application of such unit prices to the quantities of the itemm involved Isubicc1 to the provisions of paragraphs It.9.1 throu1h 11.9.3. inclusive); 11.3' where the Work involved is not covered by unit price rsxuarned in the Con o ere Dune. b y a m u uwal l y apecd lump sum Iwhk:h may include an dtowance for ovat>ead and profit not necat:an'ly in acronda.oct with paragraph 11.6..21; 1133. where the Work involved is not covered by unit peter.& con jncd in the Contract Doamreets and agreeaaent to a Iump sum u not rtschcsd under prarapaplt 11.3.2. on the basis of the Cost of the Work (deurminod ai provided in paragraphs 11.4 and I i S) plus a CONZRACfOR's fee for overhead and profit (detufrtined as provided in paragraph 11.6). Coe vi rht ►w'a#: 11.4. The tarn Cost of the Wortt marts the rum of afl taaas ncccs;ariJy incurred and paid by CONTRACTOR in the proper per(nnnancc of the Work.. Except as otherwise may be ag ted to in wrung by OWNER. such cosy ahau be in arnounu no higher than those prevailing in the kaali t y of the Pro jot ahaJ i include only the following items and shall ryas include any of the costs itesniazd in paragraph Iii: 11.4.1. Payroll oats for employees in the dozer employ of CONTRA=- R in the performance of the Work under schedu)ci o(job dusifEi.rioni agreed upon by OWNER and CONTRACTOR. Such cmployus sbaf include withota lim- itation urperintcndenu. foremen and other personnel elm played full- time at the site. Payroll eosu for employees not employed full time on the Work shall be apportiorwd an the basis of their time spent on the Word.. Payroll cosu shill include, but not be limited to. salaries and -wars plus the cost of fringe benefits which shall include social security contnbutioru. uncmptoymcnt. ucisc and payroll tun. work- cts' camp assation- health and rtitunent bottoms. bonuses. sick leave. vacation and holiday pay applio.ble thereto. The expenses of performing Work after regular working hours. on Saturday. Sunday or legsi holidays. shall be included in the above to the extent atnhori.zcd by OWNER 11.4.2. Cost of all mvtcrials and equipment furnished and incorporated in the Work. including cons of trutrport�tion and storatc thereof. and Suppliersf.eld services required in connection therewith. All cult discounts shall accrue to CONTRACTOR vnlcu OWNER deposits funds with CON- TRACTOR with which to nuke pavinenu, in which case the cuh discounts shall accrue toOWNER. All uade duce,unu. rebates and refunds and rtturns from We of wrplus ntia.teri. aths and cquiptncat shall actavc to OWNER. and CON- TRACTOR shall nuke Ptovisioru so that they flay be obtained - 11.43. Pavmcnu trade by CONTRACTOR to the Sur cantracxors for Work performed or furnished by Subooturac. tors. If required by OWNER. CONTRAr:TOR shaII obtain cevupaia a bids (rte I 11raaors ale to OWNER and CONT R. CTOR and &bail dente Wert bids to OWNER who wJi thin determine. with the advice of ENGINEER_ which bids. if any. vnTl be accrued, If any subcaxsu-sct provide_& that the Subaorttxaar is to be paid on the brs.is of Cast other Work Pius a (er.. the Subemttraei is Cott of the Wrxt and fee shall be dcLau&ed in the same anrtner as CONTRa1;TOR's Cast of t e Wort and fee as provided in para�apha 11.4. 113. 11.6 and 11.7, Ail shall be cub, to the other pro om of the Canto -s -et Documerr s iasafar as apgaiabtc 11.4,4. Casts of ter s-i consultusu t inducting but trot Ernited to erspoeu-a. and teats. to cartg bbor&uwk=, sae - on. aaornrys and accounm^ts) employed for servic+a spe- cifaJly related to the Wort 11.13. Sup ic-mental costs including the followirtr 11.4.5.1. The proportion of necrssxry transvwiort. travel and wbsistence a -penes ofCONTRI,CTOR's erne plover incurred in disc arF of dotes carsrrccud with the Work. 11.432 Cos- indudutg tea :iparutiort and auinte- rar" of all marMala sucplle . eculpatcrtt_ nTacttlncYY. s;.dtances. offsae and temporary facilities at the aite and hand toots not owned by the workers, which are con - turned in the perfortranez of the Work., and cast leas narlcet value of such items used but not consumed which remain the properly of CONTRACTOR. 11.433. Rentals of all corutruction equipment and machinery and the parts thereof wtrsher rented from CONTRACTOR or others in accordance with renal agree - approved by OWNER with the advice of ENGI- NEER. and the coru of transp ion. hooding.. unload - ens. instillation, dian'a.ndinr and removal theresof—+11 in accord.usec with the tetras of slid rental agreements. The renal of ►ny such equipment. rnachirrery or parts shall cease when the use thereof is no Ionrcr necessary for the Work. 11.43.4. Sales. consturrcr, use or simitar taxes related to the Work, and for which CONTRACTOR it liable. imooscd by Laws and Rcgul:z6i ens. 11.4.3.5, Deposits lost for causes -other than ncj{i- =cnce of CONTRACTOR. any Subcnncr+cct or anyone directly or indirectly employed by any of then or for whose acts any of them may be liable. and royaIry payments and fees for permits and license. 00700-34 11.4.5.6. L.oucs and danugcs and related expensed caused by damage to the Work. not compensated h'• nsurxncc or otherwise. susuined by CONTRACTOR in connection with the performance and furnishing of the Work Icacept louts and danvfet within the deductible amounts of prvpenv iruurance csublished by OWNER in acrordanee with paragraph 3.9. provided they have re- sulted from causes other than the negJiytnct or CQN• TRACTOR. any Subcontractor. or anwnc directly or indirwty employed by any of them or for wtme acts any of them may be liable. Such losses shall include sale. menu trade with the written eons. nt and apprc+vai of OWNER No such louts. damapts and expenses dull be included in the Con or the Work for the purpose c( determining CONTRA TOR': (ee. If. however, anv such loss or damage regain, rmonstnxtion and CONTRAC• TOR it placed in chafe thcreof. CONTRACTOR shall be paid for services a fee pr,niotace to that anted in paragraph 11.6.'_ 11.4.5.7. The cost of utilities. fuel and saruury faali- ties at the site. 11.4.5.8. Minor expertses such as tele�rrarrts.. long dis- tance telephone Calls. telephone service at the site. ct• prusagc and simile petty cash items in connection with the Work. 11.4.3.9. Cost of premiums for additional Bonds and insurance required because of charycs in the Work,. 115. The term Cost or the Work shall not include any of the following: 11..5.1. Iavroll costs and other eomrxnsauon of CON• TRACTOR': ofhtzr. executives. principals tog partnership and sole proprictorshipsi, general nurugers, engineers. ar• ehitca.s. est:anators, attotlleys. auditors. aOCOUntanti pur- chasing and contracting agcnu. expediters. tinsekerpers. clesdts and other personnel employed by CONTRACTOR whether at the suit or in CONTRACTOR': principal or a branch office for general administration of the Work and not speciftally included in the agreed upon scheduk of job classiftations referred to in paragraph 11.4.1 or specifically covered by paragraph 1 1.4.4 —.all of which are to be eonsid• Bred adtninistrauvt costs covered by the CONTRACIDR"s (cc. 11.5.? Expenses of CONTRACTOR's principal and branch offices other than CONTRACTOR': office at the site. I I.5.3. Any put of CONTRACIOR's capital extents, including interest on CONTRAC1OR'a capital employed (or the Work and chars against CONTRACTOR for delin• qucnt payments. 115.4. Cost of premiums for all Blonds and for all insurance whether or not CON IZACTOR is required by the Contract Documents to purchase and maintain the same (except for the cost of prcmiurns covered by aubparagla.ph 11.45.9 abovet. 1I . Costs due to the neYfipence of CONTR 8CTOR. any Subcontractor, or anyone directly or indirectly col.. plovcd by any of them or for whose acu any of them may be liable. including but trot limited to. the contcsipn of drfeeti►e Work, disposal of rrutcriafs or cquipsricni wrongly a.upplicd and making food any dussapc to propcny. Other overhead or general expense cosec of any kind and the costs o(any item rKJt spcafiolly and expressly included in paragraph 11.4. II.t,. The CONTRACfOP.'s fee allowed to CONTRAC. TOR for ovcrtxad and profit shall be determined as follow 11.6.1. a mulluliv acceptable fixed fee; or 11.6- if a fixed fee is not ageed upon. then afoe based on the followi.rt peaeauigts of the various portions of the Cost of the Worl•: 11.62.1. for cosec incurred under paragraphs 11.4.1 and 11.4? the CONTRICTOR's fee shut be 5fscen pe rice n:: 11.6.', for cosec incurred under paragraph 11.43. the CONTRACTOR's fez shall be five percent: 11.623. What one or more tier of aubcontraas are on the basis of Cost of the Wort plus a fee and no fixed Ice is agreed upon- the intent of paragraphs 11.4.1. 11.41. 11.4.3 and I1.6'. is tl,.at the Subcontractor who mentally performs or furnishes the Wort, at whatcrrer tier. will be paid a fee of ftat.em p ' ertt of the cosu incurred by such Subconuacsor under pargraph s 11.4.1 and 11.4.2 and that any higher tier Subcontractor and CONTRACTOR will each be paid a fat of five percent cf the amotmt paid to the next lower tier Subcontractor: 11.6.14. no fee sh.aJI be payable on the basis of costs itemised under paragrphs 11.4.4. 11.4.5 and 1 I S: 11.6.2.3. the amount of audit to be allowed by CON- TRACTOR to OWNER for any ch.a.'e which results in a net deaeisc in coo will be the amount of the etas) net decrease in cost plus a deduction in CONTRACTOR': fec by an amount equal to five perrxnt of such net decrease; and 1 1.G'_.5. when both additions and credits art involved in any one change. the adjustment in CONTKACTOR's fee shall be computed on the basis of the net change in accordant with paragaph s 11.62 .1 through 11.635. inclusive. t I .?. Whenever the cost of any Work is to be determined pursuant to paragraphs 11.4 and 11.5. CONTRACTOR Will establish and maintain records thereof in accords1 with generally accepted accounting practices and subedit in form acceptable to ENGINEER an itemized cost breakdOWn to- pcthcr with supporting data.. 00700-35 Cszh A&- v'.arr 11.1. Ii is understood that CONTRACTOR hat tract tided in the Contra Price all allowsrteea to named in the Contract Doatmcnu and shall cause the Wait ao covered to be fur. niched and performed for such sums as enay be aesrpnMe to OWNER and ENGINEER. CONTRACTOR arena than; I I.il.1. the aliowarrxs include the carp to CONTRAC. TOR (last any applieahle trade discounts) of iruierials and equipm= required by the allowar►crs to be delivered at the site. and all applkzNle rues: and 11.3. CO ITRAC.TO R'a axsu for u rsk d.irtt and har>- dlirq on the we.. labor. irts.aJtarirxn mats, overhead. pro& and other eapenacs contcmptated for the allowanei s have besco included in the Cw act Price aid not in that alfm«ancrs and no demand for additional paytrsmt on acr5otrm of any Cr( the fore vine will be valid. Prior to hnaJ paytmem, an appropriare Ow se Order will be issued as rcoommcndcd by ENGINEER to ahem at:suai aunounts due CONTRACTOR on account of Work coved by allowances-. and the Contra.et Price shah be aorrapondingly adjusted. 11.9. ilnit Prier Work. 11.9.1. Where the Contra Doci.rrncnu provide that all or part of the Work is to be Unit Price Wort initially the Contract Price will be deemed to include for all Unit Price Work an atnaum equal to the arm of the a .bfahed urut price (or each separately identified item of Unit Price Work tinxs the csrimatcd quantity of each item as in ICLed in the Agcernent. The estimated quarts fries of items of Unit Price Work are not t;uaruueed and are solely (or the purpose of comparison of Buis and dctcrminin; an initial Conman Price. DesuYainations of the usual gtuntities and cluufxr [ions of Unit Price Worst performed by CONTRACTOR will be etude by ENGINEER in aenordarsee with paragraph 9.10. 11.9.2. Each unit price wiU be deemed to include an amount considered by CONTRACTOR to be adequate to cover CONTRACTOR': ovcttscsd and profit for tech scpa- ratdv idcntihed item. 1.9.3. OWNER or CONTRACTOR nay make a claim for an adjustment in the Contract Price in accordance with Article II if: 11.9.1.1. the gtsxntity of any item of Unit Price Work performed by CONTRAC.OR differs rnaecrially and sig- niJic ntly from toe esxirnated quantiry of such item indi- cated in the Apzemcnc: and 11.9J.2- there is no contesponding aijtstmcnt with respect to any other item of Work: and 11.9.3.3. if CONTRACTOR believes that CON7R.C- TOR is cnutk el to an incase in Conuzet Price as a result of having inured additional etpC or OWNER be - that OWNER is crvitiW to a decrease in Contract Price and the parties are unable to ogre as to the amount of any suds irxrca.%c or den_ -e . ARTICLE 12 --CHANGE OF COt,7R,&CT nt,{Es 12-1. Tbc Con vaa Tunes for Mrlestanues) may only be changed by a Change Order or a Weida: Amaldmcrti. Any claim for an ad.K ateru of the Contra= Tatars for Mrltstonctl shall be based on wnn,e i Doti,= defavcrvd by the parry nuking the down to the other parry and to ENGINEER prom l y (but is1 ra c-vm%( hats than dory days) afar the otrno-r - of the rvera Bens rise to the claim add :matt the geoasJ naurre of the dint- No= Cl the tateat Cl the claim with utppot,atg data shall be ddiverod within nay days alter such omartmce (unJea ENGINEER allows an addoonal period of tio. to arc er� in ut�ore anate data in atrp;tat Cl die Nairn) and shall be araoatpaaie+d by the claiz .ns'a wtium satraysu that the adjusw+ cL cta—d is the c tare adjtrstrncet to w}tich the c irvuux has reason to believe it is carded as a result of the o rrence of acid event. All chits: for adjurarictt in the Contract Times for Mors) shall be dcLervined by ENGJ- N EER in acrardartr with para=ra..,h 9.11 if OWNER and CONTRACTOR tzanot otherwise apze. No cWrn for an adjtnutrcra an the Conaaet Ttma (or M,lestooci) will be valid if not susbmkutd in accordance with the rutcrcmcnts of this paraSru h 12.1. I'? Aft time limits stated in the Ccnraa ( w icnts art of the essence of the A�eea)c:%L I2_J. Where CONTRACTOR is prevented from eomplet- utt any fiat. of the Work within the Contract Tunes (or Msleswraes) due to deiav beyond the canted of CONTRAC- TOR. the Contract Turns lee Milestones) win bee Lend ed in an amount equal to the time kit due to such deity if a claim u made therefor as provided in paragraph 12.1. Dchys bcyand the control of CONTR.ACIUR shall include_ but not be limited to. acts or neglect by OWNER acts or netlecz of utility owner or o then c on trzanrs perfecting other work as contcmptued by Arucic 7. furs. Aood.L. cpidcmis.. abnormal weather condi- tions or acts of God. Delays anribuuble to and within the control of a Subco tractor or Supplier shall be deemed to be deLays within the control of CONTRACTOR. 124. Where CONTRACTOR is prevented from complet- ing any pin of the Wotic within the Contract .Tuner (or Milcstoncs) due to delay beyond the control of both OWNER and CONTRACTOR, an extension of the Coatnct Times (or Milcstoncsl in an arnoum equal to the time lost due to such delay stall be CONIRAC.TOR's sole and exclusive remedy for such delay. In no event shall OWNER be liable to CONTRAC- TOR. any Subcontractor. any Supplier. any other persa+ or orpruasiaxt_ or to any surety for or employee or :teem of any of them. for dimsgcs arising out of art ihis-ig from (i) delays caused by or within the control of CONTRACTOR. or (n) dr'-vx beyond the control or both panics including but not I d to fire. floods, epidemics. abnormal weather condi- tions. acts or God or ace or neglect by utility owners or other conu-actors performing other work as contemplated hi Article 7. ARTICLE 13 —TESTS AND INSPECTIONS: CORRECTION. REMOVAL OR ACCEPTANCE OF D£FECTil'£ WORK 13.1. Notice of Dnccu: Prompt nonce of all do'ecill I, Work of which OWNER or ENGINEER have actual kno,•I. edge will be liven to CONTRACTOR.All drferti,r Wont. may be rejected. con -cried or accepted as provided in this Article 13. Amrzt W 14w 13.1 OWNED ENGINEER ENGINEER'sConsultutts. other rt:presetttuiyea and persontxl of OWNER independent testing Laboratories and govcrnrncnuJ a, to cies with jurisdic. tional intarsts will have accts to the Work tr rusoaabe times for their observation. inspecting and testing. CONTRACTOR ell provide them proper am Life cardiuoni (or such is J advise therm of CONTRACIDR's site safety procr lures and programs so that they may comply therewith as apphcabk. Tray and Ingxatinnr: 1).3. CONTRACTOR shell Five ENGINEER umcly no- tice of readiness of the Work (or utl required inspections. tests or approvals. and wh:rll eouper'ic with inspection and testing personnea to (auliuue required inspcctioru or ttse.. 13.4. OWNER sh:1l employ and pray (or the set 4es of an indcpendcru testing laboratory to perform all iruta csions, tens. or approvals required by the Contract Docunxnts except: 13,4.1. for inspections. tesu or approvrla covered b� p.araKrtph 13.5 below; 13.4.2. that coos incurred in connection with tests or inspcctions conductcd pur-sttutt to parafraph 13.9 below' shall be paid as provided in said paragraph 13.9: and 13.4.3. as otherwise specifically provided in the Con - r ci Documents. 13.3. If Laws or Regulations of any public body heaving jurisdiction require any Work for part thercofi s accif,cally to be ,rispccted. tested or approved by an employee or other repre- sentative of such public body. CONTRACTOR shall assume full responsibility for arranOnt and obtaining such inspections. tests or approvals. pay all costs in connection thertwith. and furnish ENGINEER the required ccnificates of inspection, or approval. CONTRACTOR shall also be responsible for arraAc. inn and obumtnT and shall pay all coils in Conrtxtion with an?. inspections. tests or ■pprovals required for OWNER'S and ENGINEER's acceptance of rruterials or equipment to be incorporated in the WorL, or of materials. mix designer. or equipment suomitted (or approval prior to CONiRACTDR's purchase thereof for incorporation m the Work. 13.6. If any Work for the work of otters, that is to be inspected. toted or approved is covered by CONTR.ACTOl2 without wnttrn concurrence of ENGINEER. it must, if re• quested by ENGINEER be urrovered for observation. 13.7. uncovering Work as provided in pxra rash 13.6 "hall be at CONTD.ALTDR's cxtxntse unless CONTRACTOR has Overt ENGINEER timely notice of CONTRACfDR's inten- tion to cover the tame and ENGINEER has not acted with reasonable orompo' .s in rt -porse to such notice. VAcvroinj 14pr&' 13.1. If any Work is covered cona2r'y to the inen request of ENGINEER it must., if requested by ENGINEER be uncovered for ENGINEER's observation and replaced at CONTRACTOR'S expense. 13.9. If ENGINEER considers it naxssary or advisable that covered Work be observed by ENGINEER or irupeeied or tested by others. CONTRACTOR. at ENGINEER's re- quest. shall uncover. expose or otherwise make available for observasion, inspection or testing as ENGINEER may require. that portion of the Work in question. famishing all neccssan- Labor. material and equipment. If it u found that such Work is de,ferrive. CONTR/ICMR shall pay all claims. costs. Losses and damages caused by. arising our of or resulting from such uncovering. exposure observation. inspection and testing and of satisfactory replacctncnt or re vnstrucuon tinduding but not limited to all arcs of repairer replacement of work of othcrzt: and OWNER shalt be entitled to an apprvprate decrease in the Contract Price_ and, if the parties art: unable to err ec u to the amount thereof. may nuke a claim therefor as provided in Article II, If. however. such Work is not found to be defecrivc. CONTRACTOR shall be sllowrd an incrtate in the Contract Price or an extension of the Contract Times for Milestones). or both. directly anributablc to such uncoverinr_. expasurt. of serv-ation. inspecion. te3trnr'. rcptacement and rcconstruction: and. if the parties are unable to alrre as to the amount or extent thereof. CONTRACTOR nuv make a claim therefor as pro- vided in Anicics II and 12. OWNER Mm Sop the iL'orfc- 13.10. If the Work is defecrii-e. or CONTRACTOR fails w supply tuCncicnt skilltd workers or suicable materials or equip- ment. or fails to furnish or perform the Work in such a way that the completed Work will conform to the Contract Documents. OWNER may order CONTRACTOR to stop the Work.. oranY portion thereofuntil the cause for such order hit been elirriinstcd: however, this right of OWNER to stop the Wort. OO7OO-37 shall not give rise to any duty on the part of OWNER to excrose this ritht (or the benefit of CONTRACTOR or any surety or other piny. Corry,�on er Rcwur.a! of Drfrcdvc Work: 13.11. If required by ENGINEER.. CONTRACTOR shall proem fly.asdirected-eithercorrectalldefecnyeWork.wfelhcr or not fabriased. instilled or ca rnpicied. at if the Work has been rejected by ENGINEER. remove: it from the we and repL%= it with Work that is not defective. CONTRACTOR shall pay aJ I claims. costs, kmes arxi damstes caused b v o r rewash rtg from such correction or rcnnoval c irtcludmg but not limited to aJI cote of rt ter or n p laccmcra of wort of otthers l . U-12.. Corrrc ox Frria& 13.12.1.II within or year alter Ore dais of Su► ni t n t Coon or tuck IoctM period of arse a any be per scibcd by Laws or Rerulat ores or by the terms of any appiiablc rprxial parzntce rcgtrited by the Cana= Doc- urnents or by any speaitc provi.sioo of the Cora= Dow- arcnLi. any Work is found to be dtfecrrrr. CONTRACTOR shall promptly. without cost to OWNER and in atmrdantcc with OWN ER wrictert inruumo x Ii). c such defer tiye Work. or. if it has been rYjaaed by OWNER. remove it from the site and rrptace it with Wtxt ttIIi is cot defecsivr. And (ii) Lantfsct4rl)y correct or remove and rcptacc arty damigs to other Wort or the worst of others resulting thcrdrom.. U CONTRACTOR does cot proarptly czx y with the tams of such in t ucrio,a or in an eatergenry where dciay would csus.e serious risk of lou or dimate. OWNER auy have the defectivr Work cotrected or the rcjcacd Wort rernovesd and re¢arrd, and all claims, cons. krssc% and dumps cat cd by or residua= from such re- moval and repo1ement lincludin.g but not limited to all cu of repair or replacement of work of othrnl will be paid by CO NTRACIDR 13.122. In t pedal atutmsuncm where a parts cu ar heart of equipment is ptsccd in cottunuout service bdore Sulxan- tial Complaion of all the Work., the cow kart peered for that itrm may ran to run from an carrier date if so provided in the Spccifiatiorts or by Written Amcrdrtxnt. 13.I2.3. Where defective Work tarxl damage to other Wort rcaulung therefrom) his been oorrtmcd. rcrnoved or replaced under this parzaaph 13.12. the cont>:uion period hereunder with rrspccx to such Work will be umcrded for an addimional period of one year after such conection or re- moval and rtplaeemenc has been scisfactuily completed. Acrrpwnce of JDcfcenw Work 13,13. If, instead of requiring correction or removal and rcplaccmcnt of defecriv,r Work. OWNER lan& prior to ENGI- N E E R's rceo mrnendazion of fi real payment. also ENGINEER) prefers to cpt it. OWNER may do ter. CONTRACTOR shall pay all civnu. costs. losses and dtfni et auibutable to OWNE.R't cvakn.tion of and detertrunuion to acrctx such deft crirr Wort tau b Cosa to be approved by ENGINEER as to rea.sonabktsessl. If any such acceptance occurs prirx to ENGINEER's rt'Comincndacion of hrui paytnent. a Chance Order will be issued iry orporatinp the neoraary revixi in the Contract Docs,mcn a with respect to the Work : and OWN ER scull be entitled to an approoriatc dccuse in the Contra Prim, and. if the panic are unable to awe as to the *xrCunl theeof. OWNER rosy make a Clain; therefor as pro vidded in Article II. U the aceeepcanoe ocaun after usdt row eon. an a.-proprace amouru will be paid by CONTRACMR to OWNED OWNER M. C.orrea Drfas.r W'a#: I3.14. If CONTRACTOR RACTOR fins -ultra a rcaaotnblc tirx alter wn'.uo rscw from ENGINEER to correct defective Wort or to r=tovc and replac= rejected Wort as required by ENGiNM in aenortiutiae with oarapapb 13.11. or if CON. TRAcTOR has to perform the Wok in ac ne with the Contract Doasatasu. or if CONTP. C[OR Eufs to o crtp{y with any ocher portion of the Corer= Doan ecru_ OWNER may. alter serest days neuter notice to CONTRACTOR... and remedy any such deliacrticy. In e:xecrcaast the rights and remadics under this paraptaoh OWNER shalt pro- ceed cap dttiotuty. In connccaon with suds corremvc and remedial taco+ OWNER clay cadudc CONTRACTOR from all or put of the sue_ ukc possession of all or pan of the Wo& and suspend CONTPACiDR's uwvtces reiztetd thrrtw, take of CONTR/,CI.OR-s toots. cocso C- tirsn equipmatt and machinery at the site and inmrporuc in the Work all au:erala and equip ent store as the site or for wick± OWNER has paid CONTRACTOR but which are need elsewhere. CONTRACTOR shall :flow OWNER. OWNER's represcnunves. a -ents and .ployacs. OWNER's other con - u -actors and ENGINEER and ENGINEER's Consultants ac- ocss to the ate to ruble OWNER to eierase the rithu and rzmod.cs under this pararraah. All claims.. costs. losses and damasa irtc-erred or susauned by OWNER in exercising such nr3tu and remcdaes will be charged ■pens* CONTRACTOR and a Ounr' Order wi:l be issued incorporating the tictestary rcvisions in the Contract Docsrnenu with rrxpra to the Work: and OWNER shalt be ended to an iate decease in the Contra_ Price. and. if the parties arc unable to agree as to the £mouru thereof. OWNER may rake a cLai.m therdor as provided in Article 11. Such Clairru. costs, loescs and damages will indude but not be linuted to all costs of repair or replace men( of work of other destroyed or dlrnagcd by carrecttgn. removal or re^.lscernent of CONiRAL MR's defecrive Work. CONTRI,CIL)R shall not be allowed an utennon of the Contract Tema for Milcetonexl beausc of any delay in the peerorm rcoftheWorkatuibutabIctothetiterwcbyOWNER of OWNER's rirhts and remedies hcrcundcr. ARTICLE It —PAYMENTS TO CONTRACTOR AND COMPLETION Schedule of Valuer: 14.1. The schedule of values csubksh d as proyidcd in paragraph 2.9 will serve as the basis for prcrrTus pay r t3 and OO7OO-3a be incorporated into a form of Appfiation for Payment ptable to ENGINEER. Prc rrsz pl'rrKrtu on ar-ce~mt of Unit Price Work will be based on the number of units eorr, pietcd. Apptxaion for Peer— P°Tmcnc: 14.1At lust twenty days before the date uublished for each progrcts payment (but not more often than once a month). CONTRACTOR shall submit to ENGINEER for review an Application (or Payment filled out and sixned by CONTRACTOR TOR eovcrin f the Work eomolcted u of the due of the Application and accompankd by such supportin= documentation as is required by the Contract Documenu. If payment is requested on the basis of rrsateruls and equip - matt not incorporated in the Work but defivtred and suitably stored sit the site or at another location apmed to in writing. the Application for Payment aJall also be accompaaicd by a bill of sale, invoice or other documentation warranting that OWNER has rec.eiyrd the nu.terialt and equipment free and dear of all Liens and e- idencc that the mucriats and equipment art covered by app'vpriatc property iruurancc and other a.rran;cmrnta to protect OWNER's interest th.ertin. all of which will be suisfaaory to OWNER. The aa►ount of reuitsgge with respect to proysrss paymcnu will be as stipul.ucd in the AreerncnL CONTRACTOR's i%mrwu7 of Tide: 14.3. CONTRACTOR wamnu and *tursnte that title to all Work_ maicri.ls and equipment covered by any Appliotion for PaymcnL whether incorporated in the Project Or nee. win pass to OWNER no later than the time of p;avrnent fret and cle.Lr of aJI 1Js. s. Rrein► of Applic:mau for Prv=rca PeYT W 14.4. ENGINEER will, within ten days after rrcrrpt of etch Application for Payment. either irdicatc in writing a n-eomrrrndation of payment and prt:sent the Application to OWNER, or rcttun the Application to CONTRACTOR indt. citing in writing ENGINEER's rct.ons for refusing to rccom• mend paymcnL In the Lauer case. CONTRACTOR may rrukc the nccrsx-ry enrrections and resvbrrsit the Application. Ten days after presentation of the Application for Payment to OWNER with ENGINEER's rmQmasendarion, the amount r commcmled will (subject to the pmvons of the list stn• fence of paragraph 14.71 become due and when due will be paid by OWNER to CONTRACTDR. 14.5. E=NGINEER': recommendation of any payment re- quested in an Application for Payment will constiwte a rcprc- scntation by ENGINEER toOWNER bc>`sc1 on ENGINEER's on•sitc otrscrvations of the executed Work as an cxpericnccd std gttaliftd design professional and on ENGINEER's review of the Application for Payment and the acrnrrspanvinf dau and schcdulea. that to the best of ENGiNEER's know4cdre. inior- rruuon and belief: 143.1. the Work hat profretscd to the point indicated 14.5 2. the quality of the Work is Ventrally in accor. canoe with the Cort raet Documents (subject to an evalu. ation of the Worst u a (unctioning whole prior to or upon Subsuntul Completion, to the retina of any subsequent tests called for in the Contract Doatmrnu. to a final detcnnirut.ion of quantities and cUi ifu�.tioru for Unit Price Work under paragraph 9.10. and to any other quali. fications stated in the tecomrrttrt4ationl. and 14.5.3. the conditioru precedent to CONT LkCTOR's bring crtiUcd to such payment appear to have been futhlled in so (ar as it is ENGINEER's r=portuibility to observe the Wort However, by reaornmendint any such payment ENGINEER will not thereby be deemed to love repretcruad that; (i) exhaixivt or continuous on -site im cmicvts have been made to Cheek the gta)ity or the quantiry of the Work beyond the rtspocnibtltties speridtiolly ..rsi +ed to ENGINEER in the Contact tmats or (n) that Ihae n av na be other awtets or issues between the parties that tsvg.`u entitle CONTRAC- TOR to be paid additionaJv by OWNER or entAk OWNER to withhold payment to COhTRA..'TOR- 14.6 ENGINEER's recon of any pavmeL irt- dudinV fire! payment- shall not mean that ENGINEER is rrsporuible for CONTRACTOR'S means. methcds_ texftniQucs. sequences or procedures of eonsaucticn. or the safety prtau- (ions and provraau istodent thereto. or for any (Must of CO hTR/+CT O R to comply with Laws and P.e uhtiotu appl i- .ble to the fwrsishirg or perform ace of Work, or for any failure of CONTRACTOR to perform or furnish Work in auardanx with the Castro t Doeurneou. 14.7. ENGINEER may refuse t3 recvstsrncrhd the whole or any part of any payment if. in ENGINEER's opinion. it would be incorrect to make the rcpresentwons to OWNER referred to in paragraph 14-3. ENGINEER may also refuse to recom- mend any such payment. or. beaus of subsequently discov- ered evidence or the results of subsaqurnt iaspectct.s or Irsu. nullify any such payment previously rttorcvncndcd.. to aids extent as may be rio a ary in ENGINEER's opinion to protect OWNER from loss berate: 14.7.1. the Work is defective. or completed Work this been dsrnurxi requinng co mccu on or repla--e mcnt. 11.7.^1. the Contract Price has been reduced by Writ- ten Amendment or Clunge Order, 14.7.3. OWNER has been required to correct defec- rivr Work or eompkte Work in a .cordanec with pararaph 13.14, or 14.7.4. ENGINEER tats actual knowledge of the oc- currence of any of the events enumerated in paragr phS 15 2.1 through 15.14 inclusive. OWNER retry refuse to make payment of the full unount rrr_ommcnded by ENGINEER because: 14.7.5. claims have been nude apinst OWNER on account o(CON FRACTOfts perforrrurscs or furnishing of the Work. 00700-•39 I4.7.�. Liens hive been filed in coax is ' with the Work, cscept where CoNTF .CIOR has delivered a spccihc Bond satisfatxory to OWNER Co secure the satisfaction and diseh.arjc of wch Liens. 14.7.7. there arc other items cMdia= OWNER to a set-off apunst the amount mod, or 14.7.9. OWNER hu aextt1 kmwted=e of the occcu- rt ice of any of the events atumeratcd in pars ra. u 14,7,1 throttth 14.7-3 or para�-aphs 1521 thrvugh 1324 indusi vc ; but OWNER mute rive CONTR.AL.iOR i..x.,,e wrirm notice (with a dopy to ENGINEER) Stu g the rasoru for tuck olio n and promptly pay COP'fTRACIUR the around so wi th lxl d . or any ad jtezma a therein arrvcd to by OWNER and CONTRACIUP. when CONTRACroR .=,u to OWN - ER's ratisfaetrrm the msoru for s..ctt aaiott Suhrsa a al Co,RpiiBan v 14.9. When CONTRACTOR considers the entire Work ready f or its intended toe CONTRACTOR shall notify OWNER and ENGINEER in Wrenn. that the entire Work is subu-ctntly eompJete lel.ccpt for items specif►caily Listed by CONTF-AC• TOR u incujctel and request U i ENGINEER asue a certificate of Substanta! Core ilction. Within a rasor.bie carne thcr tt . OWNER CONTRACTOR and ENGINEER slsall make an inspetaion of the Work to de -cm :rte the s�taau of completion. If ENGINEER does not corrode the What sub- stxruially eotapletr; ENGINEER well oily CONTR.ACIOR in writing givirtrthe reasoos 0wc(or. UENGINEERtn�asidcts the Work subsuntiiJlycorrtpktn; ENGINEER will prepare gM deliver to OWNER a trntuive teniJ se of Subsu th.J Corn- plction which shall fez the date of Subsea .al Complexion.. There shill be atiaehad to the eereifsntc a tenunve Liss of items to be compl clod or cor rr coed before h rul pa ymcnL OWNER shall have seven days after receipt of the terxcwve ccruAciie during which to mike siten objoalioo to ENGINEER u to any provisions of the c crtihou or am�d►ed lisL If. after eonuideTing wch objections.. ENGINEER col lades that the Work is not substantially cornnlcu. ENGINEER will within fourteen days ahcr submission of the tentative ccrtifxatc to OWNER notify CONTRACTOR in wrnint. uuing the moons therefor. If. after ccrztion of OWNER's objection. EN- GINEER eoruiden the Work to taneialty complete. ENGI- NEER will witlun said fourteen days exec to and deliver to OWNER and CONTRACTORS definitive artihate of Sub- tunual Compaction (with a revised tesuasive list of items to be completed or corrected) reflecting such chances from the tcrtutivc certificate as ENGINEER believes justified after considcrsi on of any objections from OWNER. At the time of delivery of the tentative certificate of Substantial Completion ENGINEER will deliver to OWNER and CONTRACTOR - writt.cn recorrunendation as to division of resporuibuidcs pend- ing final payment bctwcen OWNER and CONTRACTOR with respect to lecurtty. operation. safety. maintcnce.. heat. ttuli. tics. itrsurarsce and warranties and guarantees. Unless OWNER and CON' P-ACFOR agree oche wise in writinr and so inform ENGINEER in writing prior to ENGINEER'S issuing the de5nitire ccrti rite of Substantial Comp4xion. ENGINEER'S slot e- ai4 ra ommasdation wt7J be binding on OWNER tad CONTRAC" POR until foul paytnrnt- 14.9. OWNER shall have the right to ezdude CONTR. TOR from the Work after the date of Suhsrsntial Completion. bars OWNER shall allow CONTRACTOR tusocablc &== to tnmpicta or to reCt items on the terttrive list. Pd UaLestao._ 14.10. Use by OWNER at OW'NER'S option of any sub- ai-ri.fly completed pan dthe Work wbidu G) has tpett Lally bom i'cified in the Cmtract Da xemm=t , or (7 OWNER. ENGINEER and CONTRACTOR sVgw coreztiu= a wpa- rately funaiorttrtz and uabk paint of (fie Work that an be tined by OWNER for iu irttoodaa peyote whttotr;z ificant&=- (crtaoc with CONTRAC.TOR's performaaQ of the remainder of tine Wort stn y be aaeocspihhed prix to S ubsr .rrt W Cow plesian of all the W >rk tubjaa to the fotlowitir 14.10.1. OWNER iu any tome may request CON- TL'CrOR in writirtr to pcmth OWNER to we any oh part of the Work which OWNER bdiem to be ready for to ir. crkded use and twbs-soti% y complete. Lf CON - TRAL-TOR nerves that ouch part of the Worst is ub-e i-- eally wmoicsz CONTRACTOR will certify to OWNER and ENGINEER that taco pan of the Work 4 u�hsnrr- tialy complete and rtruest ENGINEER to issue a tatif- iau of St untaal cnn c ,n for thu part of the Work. COhiRCIOR a: arty tic may notify OWNER and ENGiN= in wt -"ti that CONTRACTOR considers any part of the Work ready for iu intended use and subsarttiahiy cotr.alctc and re t. a ENGINEER to issue a cs.nsfa:e of Substantial Completion for that pin of the Wont Within a reasonable tt,c after other suds rveluest. OWNER CON T JCIDR and ENGINEER shall make an ir..ocLvon of that pan of the Work to determine iu rattu of ... cron. If ENGINEER does act cctaider thu part of the Work to be abcmially cotrtplone. ENGI- NEER will notify OWNER and CONTRACTOR in wru- erg pvmg the reasrxo thaefar. Lf ENGINEER considers that part of the Work to be tubsta_i6ally eomalcte. the provis:cros of paragraphs 14.9 twin 14.9 wt71 airy with rrrpea to certihnt;on of Substartaal Compaction of that pan of the Work and the division of resporrvbilitY in respect thereof and access thereto. 14.10.2. No occututrrcy or setnrace operation of part of the Work will be accomplished prior Co aornpLianc= with the rrquiremcros of paragraph $.15 in resper of property insurance. Finallnrpctdon: 1411. Upon written notice front CONIRJCTOR that the entire Work or an agrccd portion thereof is complete. ENGI- NEER will auks a final insrcction with OWNER and CON- TRACTOR and will notify CONTR.tiCTOR in witting of ai OO70O--GO enrticulan in which the irupection rrvcals that the Work it complese or defenrve. CONTRACTOR shall inunediueiy eke weft rn .iwa as are noccasary to complete ur_h Work of rrm,ody such dcffCiciloe.i. Fiwaf A,: io.t for fb...rrrr: 14.12. After CONTRACTOR h.0 cxnpieted all sure evr- rcaiorts to the satcdaaion of ENGINEER aM delivered in a.awrduacx 'in th the Contra= Dcctunenis all tru tusr.arr_e and op acing irmu%wuoru. schedules.. gtarantas. Hoods, cetifr cotes orother erida►ce of in rarrx required by pirwaph 3.4, miiftatea of impoctio n. trurtnd-u p rroord docamxsus (as prorided in paragraph 6.19) and otha doc rnents. C'ONTRAC• TOR may nuke ape Lion for final payment following the procedure for pang paysrtoTLt The that App6caLian for Payment stall be aoczsespaatied (except a previously dcliva'ed) by- (i) all docam cntatxrn sled for in the Cenoa Doaarrer>:s. inducting but not limited to the wide toe of irtsurartcrc rrgtared by subparagraph 5.4.13, (ri) cacscnt of the natty, ifany, to fuss) payrnenL and (iii) coaxpku and legally cficcove reicaxs or wtuvera (satidsciory to OWNER) of all Liras atisirtg out of or filed in connection with the Work.. In Iicu of touch rsJrsscs or waivcn of Liens and u approved by OWNER. CONTRAC• TOR may furnish rtceipu or releases in full and an affidavit of CONTRACTOR tln the rr3rtases and roeapu inchsde all labor. services. mucrial and equiprr ertt for wtudt a Lien could be filed. and (ii) ail payrolls. material and ogtuptncnt bills and other r and ebted men conrnced with the Ydot* f or atuft OWN ER or OWNER's property might in any way be respoctsxblc have been paid or otherwise iiasfrd, If any Subconu,.cux or Supplier fails to ftmti_th such a rrl.case or r=ript in full. CONTRACTOR my furnish a Bond or other omtlucra) ia.w• factory to OWNER to indemnify OWNER aping any Lien. Flutes I'uywvnr and A r rpemacc: 14.13. If. on the buffs of ENGiNEER's ohscrexuon of the Wont during construction and foul inspccuon. and ENGI• NF_ER's review of the foul Application for Paymctu and aaompanytng doauTrmntrion as re 4uircd by the Cocu Llicu non s, ENGINEER is satisf►od that the Work has been completed and CONTRACIOR's other oblipusxts under the Coronet D< a=mts have been fulfilled. ENGINEE.R will. within ten days after rccrttrt of the fuel Appltcaton for I'aynicnt. indicate in writing ENGINEER's r xnrr heation of payment and prtscm the Application to OWNER for pay. moot. At the Larne time ENGINEER will alto give written nodes to OWNER and CONTRACTOR that the Work is acceptable uabjerz to the pmovisiocis of paragraph 14.15. Oth- erwisc. ENGINEER will rewrn the Application to CON. TRACTOR_ indicating in writing the reasons for refusing ;n rtxan,rticnd fund payment in which case CONTRACTOR stall make the neccsiuy cotrrctiosu and resubmit the Application. Thirty days after the Caution to OWNER of the Applies• don and accompanying doauncntluion. in appropriate form and subsxanci and with ENGINEER's recommaidation and notice of accrpeabUity, the amount rer_attuncndcd by ENGI- NEER will bocontc due and will be paid by OWNER to ova Sall' 14.14. If. through no fault of CONTRACTOR., ft ccsri- pksion of the Work is 6Vi6 atJy 4dayed s if ENGINEER so confirms. OWNER ttlull. upon rexrspt o(CONTRACTOR's final Application for Paymcra and roovnvoatdsa a of ENGI- NEER. and without tmnTiroadM the Agrroerrrtxt, c%Lkc my. rnent of the balance due for that portion of the Work fully ceoxpiand and aceei ed. If the rcetami i bola xx to be bold by OWNER for Work not fully completed or c orr ci d is kss tin the rccainape at puhaz d in the AgrtcnceL and If Bonds brave been ftanishad as roqutred in Rungs h S.I. the wrisyen con - of the surety to the payment of the baJan a due (or thn.t p+)tion of the Wain fully cx,ksed and sc�te4 trbal3 be submiund by CONTRACTOR to ENGINEER with the Apgii. cation (or such pay. Such paylrseas shad be trsadc under the tutus and cortditioas govQQatg EuaJ paymx= esexpt that tt shah not mrrwuae a waiver of them.. W.,a of O.G. 14.15. The snaking and of hrW paytrcnt will Corutitute: 14.15.1. a waive~ of all daiats by OWNER ttpsiast CO N TRAG 1O R. ease -fit darns ar,tg from unscnitd I. P= (turn defetrrvr Wort sppearintg after flog) irtsr a oe pursu- ant to paragraph 14.11. from fai)tar to Cot;1y with dtc Contract Do =menu or the tarry of any special ¢tarxcc..s sacciihcd therm., or from CONMP.AC OR's oantizi it ob- li lraulD is urider the Crrnrl4t [xt.urcrc.L arid 14.15.2. a wai.- r cf sl I clouts: b y CO hTRKTD R optima OWNER other trot, time pre-rkmuly mink c, writing and still uruettkd. ARTICLE 1S -SUSPENSION OF WORK AND TERMINATION O WNF . 11y S.anprd Wart 15.1. At any tint and without caarrr_. OWNER may Ws- pend the Wcxk or any Ramon that:( for a period of not nine: than ninety days by notice in writing to CONTRACTOR and ENGINEER which will fix the dau on which wit will he restarted. CON'TRAC'IDR stall rrsu m the Work art the date so fixed. CONTRACTOR shall be allowed an adjustment in ti- Contract Prinz or an extertsian of the Contisci Tunics. or bath. directly attri xrcabic to any such riaspeeslon if CONTRACTOR makes an approved ctnirn Ihaefor as pro dod in Artidcs I I aril 12. OA'NER May Tcrwci c: 15.2. Upon the occuarcrtcc of any ore ox r»orc Of ttxe following cvutu: 00700-41 15.1 . if CO NiRJC O R per%uten d y hilt to perform the Work in accordance with the Contract Documents (in. eiudins. but not limited to. failure to supply arlficictu skilled workers or suitable muerials or equipment or failure to adhere to the prowess scl:,oduJe eszab(ishxd under paragraph 2-9 u adjusted from tine to time pur a.m to paragraph 6.61: 15-2.2.. if CONTRACTOR dart:xardt Lawt or Rqula- tioru of any public body having jtaisdiczivn: 15.2._2 if CONTRACTOR disregards the aurhrxi y of ENGINEER. or 151.4. it CON'rRAC.70R otherwise vid,uc in any sub raring way any provisiorts of the Conran Documovm: OWNER rray. after giving CONTP.ACIDR land the tuaruy, if any.) seven days' wriaaa notiac and in the czta>s permit. nerd by Laws and Reguluiosu., termioau the services of CONTRACTOR. exclude CONTR./=R from the site and uke posscuan of the Work and of nit CONTRACTOR's tools.. appliances, construction exluipmeru and machinery u the site and use the same to the full extern th.ey could be used by CONTRACTOR (without liability to CONTRACTOR for trespass or conversion), incorporate in the Work all eutei- ais and cquiprncm smred at the site or for which OWNER has paid CC) NTR.ALTO R but which are stored d wwhere, and finish the Work as OWNER may dam e.xpediatt- In umh case CONTRACTOR shall ant be enti t1 cd to rueivc Joy farther payment until the Work is finished. If the unpaid balance of the Contract Price eructs all daiau. eosu, gotta and danvgcs sustained by OWNER arisin= out of or resulting from complaint the Wort such c*con will be paid to CONTRACTOR- If such ciaittis. costs. lozsci and dam. ages exceed such unpaid balance. CONTRACTOR shall pay the difference to OWNER Such ciaims, cats. bite and damages incurred by OWNER will be reviewed by ENGI- NEER u to their reisonabknca.s and when to a.pproved by ENGINEER incorporated in a Change Order. provided than when exercising any rights or rerncdia under this paragraph OWNER shall not be required to obuin the lowest pncz far the Work performed. 15.3. Where CONTRACTOR serviced have been so ter- minaicd by OWNER the tern t.ion will not affect any rights or remedies of OWNER a.zsinsi CONTRACTOR then existing or which may thereafter accrue. Any retention or payment of moneys due CONTRACTOR by OWNER will not rttca.sc CONTRACTOR from liability. 15.4. Upon seven dayswritten notice to CONTRACTOR and ENGINEER. OWNER may. without trust and without prejudice to any other right or remedy of OWNER. elect to terntinaec the Agreement. In such case-. CONTRACTOR shall be paid ''without duplication of any itcrnsl: 15.4.1. (err completed and acrptabk Work -cd in accordance with the Contrzu Doetamcnes prior to the dTcc. tivc date of termination. including fair and rcasorub4c sums (or overhead and profit on such Work: I5.4.2for expenses susained prior to the c:ff c Lire date of to miroiion as pesftaruiirzg sexiiocs sad hu> Iah�or, nutcrmh or oquiprrvem Si rt�gtrired by the Conan Dw.,.. mcnts in connection with stocoro.pLexed Work. plea fair ai rcxso+uble sums for overtusd arid profit o vjcb exprxttryt 13,4.5. for all chines., costs. losses and damages ire u ,-ed in s—llemexi of trsrstahuod come with S.ubcocizracsorv., Suppliers and o thhen , and 15.4.4. for reasonable wpaw s duvaly atalbertable to tcrmbsauoa. CO NTR C O R sha.E nrx be paid on & t ms of foss of argued prof= or rrvcrirae or other anon oc loss ar mg out of or tesult;ag from such ter nation. COM7t.4QDR 6(a7 Smp hoot r 7osaasc 135. If. Ihrou.gh oo a." or fault of CON ACTOR,. the Work is susp cidad for a period of more than nisaety days by OWNER or under an order of court or otter public aetdw iry. or ENGINEER fide to acs on any Apsr=jion for Payment within thin)' days ahc it is zubraimed or OWNER fails (or thirty days to pay CONTRACTOR any sum fatally determined to be due, then COP•TRAC OR smy, upon seven days' wrusen notice to OWNER and ENGINEER_ and provided OWNER or ENGINEER do not ready arh a uspeasi on or failure within thu ti or e. ter wirtate the Agree- ment and recover from OWNER payment on the frame ter® as provided in paragraph 15.4. In lieu of termirra-r hg the Agreement and without prejudice to any other right or remedy. if ENGINEER her holed to art on as Applia.tioo far Payment within thirty days alter it is submitted, or OWNER his failed for thirty days to pay CONTRACTOR any sum foully determined to be duc- CONTRACTOR way upon seven day'a written notice to OWNER and ENG1- NEER stop the Worst until payment of all such amounts due CONTRACTOR- including intesrst thcrcoo. The provisiorn of this paragraph 15.5 are not intended to preclude CON TRACTOR R from shaking claim under Articles II and 12 (or an incrcau in Contract Price or Contra -et Tunes orocheri.ise for expenses or darn gc directly aO.nbutabIc to CONTRAC- TOR's stopping Work u permitted by this para.gzph. ARTICLE I6 —DISPUTE RESOUJTION hand to the extent that OWNER and CONTRACTOR hive agreed on the method and procedure for resofvm; d aptues between them Lhi may arise under this Ate- such dispute rtsoltu oo method and procedure:. if any. shall be As set forth in Exhibit GC -A_ "Dispute Resolution Agreetnenl." to be auaehed hereto and mad, a part hereof If to such ag>ccmwl on the method and procedure for resolving such dispute has been tacked. and subjca to the provisirxrs of paragraphs s 9.10. 9.11. and 9.12. OWNER and CONTRACTDR txnY cxcresc 007(10-42 :h rights or remedies as tithes may otherwise have under the Contract. Doeurncnu or by Laws or Reputations in r pea of any dispute. ARTICLE 17 —MISCELLANEOUS Ci.irrt Norio: 17.1. Whenever any provision of the Contract Oocurrtrnu rrquirrs the ti'iru of wrinrn notice-. it will be deanod to have beat validly Siren d delivered is pe ion to the individual or to a m nber of the 6rm or to an ofxxr at the corporation for whom it is tnwxfe4. or if delivered al or aetn by rsacsrd or eutihed mail, pa.tngc prepaid. to thi Last butiness addmm known to the pver d the melee. Ca.paumea tf >r 17? 1. Whrn any period of time is referred to is the Contract Dootmears by days, it will be oomputod to czduds the hrit .n4 indude the kin day o(usch period- U the Luz day of any such period falls on a Saturday or Sunday or on a day wide a Icpl holiday by the Law of the applitz5le jurisdiciion uuh day will be oruiaed from the computuiotti 1722. A atlaidar day of twcnty4our hotai mcaaaed from rnidrtig}tt to the next rnidnight will coru:iwte a derv, Nz[xc of C4 -. 17J. Should OWNER or CONTRACTOR tuffcr irtfury or dunagc to pcswn or prvperty baouuc of any cave. omission or act of the other parry or of any or thtc other party's employ or agents or others for whose acts the other party is fly Iiabte. claim will be mudin wtiUn1 to the other parry within a reasonable time of the first observance of such iry ury or darn 4t. The proviaons of this praFaph 17.3 shall not be connlued as a subsziww for or a waiver of the prorisioas of any applicable sUltnc of bra u.i orLs or rrpp'c. Cwau�L rr RartcaLrr. 17.4. The duties and obliptioru imposed by these General Conditions and the ruts and rtonedies avu'hblc hau,trder to the parties hemp. and. in particular but -khout limiation- the warrarutcs. Suxnntees and oblisuions i 't osed upon CON- TRACTOR by paras aptts 6.11 6.16. 630. 6.31. 6,32.. 13.1. 13.1' , 13.14. 14.3 and I.7 and all ci the vi�'it1 and reined ice available to OWNER and ENGINEER thaauda- are in addtcn to. and are am to be cortmued In any way as a lirninti ri of. any flghu and remedies avalhabie to any or all of them which art: otherwise imposed ' arailabie by Laws or Restdations. by apm i Warranty or Sw i.nue or by other prvYru of the Cmuract Doamraua. and the prvrwotu of this paragraph will be u effer�ve as d repeated madf iy in the Coruract Doi menu in evnnmion With cacti particular duty. obiiption. ii 1u and rt tcdy to arnica they apply. Pnofesaa.d Fret otd Co+ar Costs 1ne.Lu1, 173. Whcncvzr refer is etude to 'claims. czuu. losses and da ru.g s'- it thug indude in each ease_ but rat be limited to, all feet and charges of ertginam. andtizects, attorneys and other prerfcxsionuls and all court or a t truion or other dispute resolution hosu. j the remainder of this pa trc was left blank intentiocully.) 00700-43 pp 6706-050 EXHIBIT GC -A TO GENERAL CONDITIONS OF THE AGREEMENT BETWEEN OWNER AND CONTRACTOR For Use with EJCDC No. 1910-8 (1990 ed.) DISPUTE RESOLUTION AGREEMENT OWNER and CONTRACTOR hereby agree that Article 16 of the General Conditions to the Agreement between OWNER and CONTRACTOR is amended to include the following agreement of the parties: 16.1 Before bringing any action in court pertaining to any claim, dispute or other matter In question arising out of or relating to the Contract Documents of the breach thereof, except for claims which have been waived by the making and acceptance of final payment as provided by Article 14.13 of the General Conditions, the claimant/objector shall first define the dispute to the other party to this contract in writing and make a specific demand for settlement of said dispute or claim. If the other party fails to accept said demand or dispute, or offer a specific counter -proposal thereto within five (5) days of the receipt of such claim demand and settlement proposal, the claimantlobjector fails to accept any counter -proposal from the other party within five (5) days of receipt thereof, the other party shall be free to submit the claim or objection to litigation in accordance with subparagraph 16.2 hereof. 16.2 Any claim, objection or dispute arising out of the terms of this agreement shall be litigated in the Nineteenth Judicial Circuit Court in and for Indian River county, Florida and the prevailing party to any resultant judgment shall be entitled to an award of all reasonable attorney's fees and court costs incurred by such prevailing party against the losing party, including reasonable appellate attorney's fees and taxed costs. 16.3 The CONTRACTOR will carry on the work and maintain the progress schedule during any such efforts to settle or litigate claims/objections or disputes between the CONTRACTOR and OWNER under the terms of this Agreement. 00700-44 317195 6706-O50 SECTION 00800 SUPPLEMENTARY CONDITIONS TABLE OF CONTENTS PART I - AMENDMENTS TO GENERAL CONDITIONS Article Number ItLn 1 DEFINITIONS 2 PRELIMINARY MATTERS 3 CONTRACT DOCUMENTS; INTENT, AMENDING, REUSE 4 AVAILABILITY OF LANDS; SUBSURFACE AND PHYSICAL CONDITIONS; REFERENCE POINTS 5 BONDS AND INSURANCE n 6 CONTRACTOR'S RESPONSIBILITIES 7 OTHER WORK 8 OWNER'S RESPONSIBILITIES 9 ENGINEER'S STATUS DURING CONSTRUCTION 11 CHANGE OF CONTRACT PRICE 13 TESTS AND INSPECTION; CORRECTION, REMOVAL OR ACCEPTANCE OF DEFECTIVE WORK 14 PAYMENTS TO CONTRACTOR AND COMPLETION 1 5 SUSPENSION OF WORK AND TERMINATION 16 DISPUTE RESOLUTION 17 MISCELLANEOUS PART II - LISTING OF FORMS TO BE USED DURING PROJECT CONSTRUCTION NOTICE OF AWARD NOTICE TO PROCEED FIELD ORDER WORK DIRECTIVE CHANGE CHANGE ORDER APPLICATION FOR PAYMENT CERTIFICATE OF SUBSTANTIAL COMPLETION FINAL RECEIPT PART III - DUTIES, RESPONSIBILITIES AND LIMITATIONS OF AUTHORITY OF RESIDENT PROJECT REPRESENTATIVE SUPPLEMENTARY CONDITIONS O080O-1 2/2119b PART 1- AMENDMENTS TO GENERAL CONDITIONS These Supplementary Conditions amend or supplement the Standard General Conditions of the Construction Contract (EJCDC Document No. 1910-8, 1990 edition) and other provisions of the Contract Documents as indicated below. All provisions which are not so amended or supplemented remain in full force and effect. ARTICLE 1. DEFINITIONS SC -1.10. Insert the following language at the beginning of paragraph 1.10. Delete paragraph 1.36 in its entirety and replace with the following: 1.36. Specifications - Sections included under Division 1 through Division 16 of the Project Manual as listed in the Table of Contents. SC -1.38. insert the following at the beginning of the definition. Contract Substantial Completion shall mean either that all on -site Work including punch list items required by the Contract have been completed to where the Contractor can vacate the site and only those elements of a submittal and closeout nature remain for the attainment of Contract Final Completion, or in the event of mutual consent, as provided for in the Contract Documents, the OWNER has occupied a portion of the Work, then Substantial Completion shall mean that. 00800-2 6706-O50 SC -1.45. Add the following new definitions after paragraph 1.45 of the General Conditions: 1.46. Conditions of the Contract - The combined General Conditions and Supplementary Conditions. 1 .47. Project Manual - The Invitation for Bids, Instructions to Bidders, Bid Form, Agreement, Bonds, General Conditions, Supplementary Conditions, Specifications, and Appendices. ARTICLE 2. PRELIMINARY MATTERS SC -2.2. Delete "ten" In the first line and replace with "three". SC• -2.3. Delete paragraph 2.3. of the General Conditions in its entirety and insert the following in its place: 2.3. A Notice to Proceed may be given at any time within thirty days after the Effective Date of the Agreement. The Contract lime will commence at the time specified in such notice or, if no notice is given, thirty days following the Effective Date of Agreement, provided that the Notice to :'roceed may not specify a time of commencement later than 60 days after the Effective Date of the Agreement. SC -2.6. Amend the first sentence of paragraph 2.6 of tha General Conditions to read as follows: Within ten working days or fifteen calendar days after the Effective Date . . . . SC -2.7. Delete paragraph 2.7. of the General Conditions in its entirety and insert the following in its place: 00800-3 •..n. roc 6706-050 2.7. Before any Work at the site is started, CONTRACTOR shall deliver to OWNER, with copies to ENGINEER and each additional insured identified in Article 5 of the Supplementary Conditions, certificates of Insurance (arid other evidence requested by OWNER) which CONTRACTOR is required to purchase and maintain in accordance with the requirements of Article 5. ARTICLE 3. CONTRACT DOCUMENTS: INTENT, AMENDING, REUSE SC -3.1. Add a new paragraph immediately after Paragraph 3.1. of the General Conditions which Is to read as follows: 3.1.1. Each and every provision of law and clause required by law to be inserted In these Contract Documents shall be deemed to b3 inserted herein, and they shall be read and enforced as though It were included herein, and if through mistake or otherwise, any such provision Is not inserted, or if not correctly inserted, then upon the application of either party, the Contract Documents shall forthwith be physically amended to make such insertion. ARTICLE 4. AVAILABILITY OF LANDS; SUBSURFACE AND PHYSICAL CONDITIONS; REFERENCE POINTS SC -•4.1. Add a new paragraph immediately after paragraph 4.1. of the General Conditions which is to read as follows: V. 4.1.1. If all lands and rights -of -way are not obtained as herein contemplated before construction begins, CONTRACTOR shall begin the Work upon such land and rights -of -way as OWNER has previously acquired. SC -4.2. Add a new paragraph immediately after paragraph 4.2.1.1 of the General Conditions which is to read as follows: 00800-4 2121106 6706-050 4.2.1.1.1 ENGINEER has relied upon the data obtained from subsurface investigations made at the site in the form of test borings. Such data is in the form of boring logs is available, refer to Section 00200, information to Bidders, for instructions on how to obtain this data. The locations of the test borings are indicated on the Drawings. Such logs and samples arc not part of the Contract Documents. 3C-4.4 Contractor is responsible for measuring and recording existing swale elevations at 100' intervals prior to construction. Existing swale elevations shall be maintained throughout construction. Contractcr is also responsible for preservation and/or replacement of any and all existing permanent survey monumentation affected by construction. Add a new paragraph immediately after 4.4 of the General Conditions which is to read as follows: 4.4.1 ENGINEER may check the lines, elevations, reference marks, batter boards, etc., set by CONTRACTORS, and CONTRACTOR shall correct any errors disclosed by such a check. Such a check shall not be considered as approval of CONTRACTOR'S work and shall not relieve CONTRACTOR of the responsibility for accurate construction of the entire work. CONTRACTOR shall furnish personnel to assist ENGINEER in checking lines and grades. ARTICLE 5. [3ONDS A.ND INSURANCE SC -5.1 Delete the sentence of paragraph 5.1 of the General Conditions in its entirety and insert in its place: "The CONTRACTOR shall furnish a payment bond for 10O percent of the total amount of the Bid and a performance bond for 125 percent of the Bid as security for the faithful performance of all of the CONTRACTOR's obligations under the contract documents." SC -5.4 The limits of liability for the insurance required by paragraph 5.4 of the General Conditions shall provide coverage for not less than the following amounts of greater where require by law: 5.4.1 and 5.4.2 Workers' Compensation (1) Workers' Compensation Statutory (2) Employer's Liability $1,000,000 O0800-5 6706-050 5.4.3, 5.4.4, and 5.4.5 Comprehensive General Liability including Premise/Operations; Explosion, Collapse and Underground Property Damage; Products/Completed Operations, Broad Form Contractual, Independent Contractors; Broad Form Property Damage; and Personal Injury liabilities: (1) Bodily Injury: $1,000,000 Each Occurrence $1,000,000 Annual Aggregate (2) Property Damage: $1,00O,O00 Each Occurrence Annual Aggregate (3) Personal Injury, with employment exclusion deleted. $1,000,000 Annual Aggregate 5.4.6. Comprehensive Automobile Liability including all owned (private and others), hired and non -owned vehicles: (1) Bodily Injury $ 1,00O,OO0 Each Person $1,00O,00O Each Accident (2) Property Damage $1,000,000 Each Occurrence 5.4.7.1 The insurance required by paragraphs 5.4.3 through 5.4.6 shall include the ENGINEER and ENGINEER's consultants as additional insureds. SC -5.4.13 Add a new paragraph immediately after paragraX'h 5.4.13 of the General Conditions which is to read as follows: SC -5.4.14 CONTRACTOR may purchase and maintain excess liability insurance in the umbrella form in order to satisfy the limits of liability required for the insurance to be purchased and maintained in accordance with paragraph 5.4. Evidence of such excess liability shall be delivered to OWNER in accordance with paragraph 2.7 in the form of a certificate indicating the policy numbers and limits of liability of all underlying insurance. The umbrella liability insurance shall have a combined single limit of not less than $5,000,000. OO80O-6 2121/96 67O6 -O50 SC -5.6 Delete the first sentence of Paragraph 5.6 of the General Conditions and replace with the following: 5.6. CONTRACTOR shall purchase and maintain property insurance upon the Work at the site, written on the completed value form, in an amount equal to the total bid price for the completed construction. SC -5.7. Delete paragraph 5.7 of the General Conditions In Its entirety and Insert the following in its place: CONTRACTOR shall obtain insurance which complies with the requirements of The Flood Disaster Protection Act of 1973 (Public Law 93-234, December 31, 1973). 6Y61tE:3 Delete Paragraph 5.8 of the General Conditions in its entirety and insert the following in Its place: 5.8. All the policies of insurance (or the certificates or other evidence thereof) required to be purchased and maintained by CONTRACTOR in accordance with paragraph 5.6 will contain a provision or endorsement that the coverage afforded will not be canceled or materially changed or renewal refused until at least thirty days' prior written notice has been given to OWNER, ENGINEER and each other additional insured by certified mail. SC -5.9. Delete paragraph 5.9 of the General Conditions in its entirety. SC -5.10. Delete paragraph 5.10 of the General Conditions in its entirety. SC -5.11. Delete paragraph 5.11 .1 of the General Conditions in its entirety. SC -5.1 2. OO800-7 7171 B6 6706-050 Delete paragraph 5.12 of the General Conditions in its entirety. SC -5.13. Delete paragraph 5.13 of the General Conditions in its entirety. SC -5.14 Delete paragraph 5.14 of the General Conditions in Its entiretyand insert the following in its place: 5.14. If OWNER has any objection to the coverage afforded by or other provisions of the Insurance required to be purchased and maintained by Contractor In accordance with this Article 5 on the basis of Its not complying with the Contract Documents, OWNER will notify CONTRACTOR In writing thereof within ten days of the date of delivery of such certificates to OWNER in accordance with paragraph 2.7. CONTRACTOR will provide such additional information in respect of Insurance provided by hire/her as OWNER may reasonably request. 00800-8 2121! COYP"JNY L.ETTIA L (A THIS CERTIFICATE K ISSUED AS A UATT(R OP INFORUUTIQN P40 OHL~,tn$ RIGHTS UPON THE CERTIFICATE HOLDER. THIS C(ATIFiCAT( DOES NOT ALENO• ExT(NO OA ALTER THE COv(pACE AFFOAOEO,y THe POLICIES EELOw COMPANIES AFFORDING COVERAGE COi/PANY A MITER CQ4/ANY B I O LETTER -- CO A' PAN LETTER C 27 1 1 II TO C(PT Y THAT POLICIES OF IN[UAAIIR LRT[0 ,[LO►Y HAVE Sill, e=RLKD TO TM Rriu'(O M}.IQ` IIOV OR TNE POUCT P[1000INOKAT(0. n 4RTHLTANOING ANT R(OUtRLMtWT TERM OR CON0n101• OF ANY CONIMACT OA OTNRR DOCVY(HT W4H OttIP[CT TO�AK`. IWS CIATIFICATI WAY 1� •$SURD OR WAY►IATAIH. THE PAUkU4CJ AFPOAO(0 OV THE ►OLlCIC.i 0[1CA10i0 N(RtMI IS Sl'4J(CT 0 YL\TN4 TS S [ACLLIIONS. PRO COHOI. I Ns or SUCH ►OLJCTU. f' - / __ AC twl - - 14n I �'IAJAITI i.* s t1i THOtISAfglt TIPE O<IHST11tAl10E POLICti NWEEA .oval ft0410(IU IrtJ(I !MC) 4tIU{ AAN Iai1 • III. t' MAU ItHD ^ ', .vY Pa \ '\ t• 1 -Fin aafTm M1Id?ww(Il Allr _ , , tlytS IJat11JLv' / /\ _- 1nNHu) IOW\ `_�/% O1FfA IHI I VWXPC IQIV! WORKERSCOMPINSA?IO / AND EMPLOYERS' UAEA1TI - 7237__Is__ o....c� S S .- l I S 1000 S 1000 II PERSONµ INa4RY * al., 1000 a ►0, . / f1 IUO'Ja1 ) �rtll fC4lx3twa_cr ta•I' S•.nflEtrolT,n' RIPIpN OF OPEFIATg"S&orATgNSNEHICLESISPECtAL ITEMS )IAN RIVER COUNTY TO BE AN ADDITIONAL INSURED FOR THIS PROJECT amo Dresser & McKee Inc to be an additional insured for this ro'ect r P 1Nf' DIAN AN RIVER COUNTY SHOULD ANY OF TNE AEOYE OESCRIREO POUVES EE CANCEU- ' PRAT O OATE THEREOF, THE ISSUING COMPANY WILL EO TO I 340 25TH STREET MAIL JU DAvr YS fuYTEN NOTICE TO THE CERTIFKATE HOLDER NAM UAPt V RO BEACH 32960 and fir. cvIL r FAURE TO I.t/JLSVCiI NOTICE S/CALL I•APDS€ NO OECI GATIom� I OF ANY KINO UPON THE COMPANY, ITS AGENTS OR REPRESENTATIVES' I mp Dresser & McKee Inc. • AU HORLZE0 REPRESENTATrVE no CERTIFICATE OF INSURANCE -PLEASE TAKE NOTE OF THE FOLLOWING 1. DESCRIPTION / SPECIAL ITEMS MUST READ INDIAN RIVER COUNTY TO BE ADDED AS ADDITIONAL INSURED. 2. CANCELLATION MUST READ ENDEAVOR TO IS TO BE DELETED AND IT IS 30 DAYS WRITTEN NOTICE. 00800 _ 1 0 6706-050 ARTICLE 6. CONTRACTOR'S RESPONSIBILITIES SC -6.3. Add a new paragraph immediately after paragraph 6.3 of the General Conditions which Is to read as follows: 6.3.1. Regular working hours are defined as 8 hours per day, Monday through Friday, excluding holidays, between the hours of 7:00 AM and 7:0O PM. - Requests to work other than regular working hours shall be submitted to ENGINEER not less than 48 hours prior to any proposed weekend work or scheduled extended work weeks. Occasional unscheduled overtime on wcekdays may be permitted provided two hours notice is given to ENGINEER. 6.3.2. CONTRACTOR shall reimburse the OWNER for additional engineering and/or inspection costs incurred as a result of overtime work in excess of the regular working hours stipulated in Article SC -6.3.1. Al OWNER's option, overtime costs may either be deducted from the CONTRACTOR's monthly payment request or deducted from the CONTRACTOR's retention prior to release of final payment. Overtime costs for the OWNER's personnel shall be based on the individual's current overtime wage rate. Overtime costs for personnel employed by the ENGINEER or OWNER's independent testing laboratory shall be calculated in accordance with the terms of their respective contracts with the OWNER. 6.3.3. This Agreement is subject to the applicable provisions of the Contract Work Hours and Safety Standards Act, Public Law 87-581, 87th Congress. No Contractor or Subcontractor contracting for any part of the Work shall require or permit any laborer or mechanic to be employed ck the Work in excess of forty hours in any work week unless such laborer or mechanic receives compensation at a rate not less than one and one-half times his basic rate of pay for all hours worked in excess of forty hours in such work wdek, as the case may be. 6.3.4. CONTRACTOR shall employ only competent persons to do the work and whenever OWNER shall notify CONTRACTOR, in writing, that any person on the Work appears to be incompetent, disorderly, or otherwise unsatisfactory, such person shall be removed from the Project and shall not again be employed on it except with the consent of OWNER. SC -6.8. Delete Paragraphs 6.8.1 and 6.8.2 of the Gener.;l Conditions in their entirety and insert the following in its place: 0080O-1 1 ?,1 'f)5 67O6-050 6,8. CONTRACTOR shall not employ any Subcontractor, Supplier or other person or organization, f including those who are to furnish the principal items of materials or equipment), whether initially or as a substitute, against whom OWNER may have reasonable objection. Acceptance of any Subcontractor, other person or organization by OWNER shall not constitute a waiver of any right of OWNER to reject defective Work. CONTRACTOR shall not be required to employ any Subcontractor, other person or organization against whom CONTRACTOR has reasonable objection. SC -6.9. Add a new sentence at the end of paragraph 6.9 to read as follows: 6.9.3. OWNER or ENGINEER may furnish to any such Subcontractor, Supplier or other person or organization, to the extent practicable, information about amounts paid on their behalf to CONTRACTOR in accordance with CONTRACTOR's Applications for Payment. SC -6.31. Add a new paragraph immediately after paragraph 6.31 of the General Conditions which is to read as follows: 6.31.L The Contractor shall indemnify and sava harmless the OWNER, ENGINEER and ENGINEER's Consultants, agents and emplo;'ees from all suits, actions, or claims of any character brought on account of a: iy injuries or damages received or sustained by any person, persons, or property by or from the said Contractor, or by or In consequence of any neglect in safeguarding the work, or through the use of unacceptable materials in the construction of improvements or by or on account of any act or omission, neglect or misconduct of the said Contractor, or by or on account or any claimed or amounts recovered for any infringement or patent, trademark, or copyright, or from any claims or amounts arising or recovered under the Worker's Compensation Law or of any other laws, by-laws, ordinances, orders, or decrees, together with all costs including counsel fees if OWNER need defend any such suit, action or claim, and so much of the money due the said Contractor under and by virtue of his Contract as shall be c•3nsidered necessary may be retained by the OWNER, or in case no money is'iue, his Surety shall be held until such suits, actions, or claims for injuries or damages, including counsel fees, shall have been settled and suitable evidence to that effect furnished to the OWNER. The Contractor shall guarantee the payment of el just claims for materials, supplies, tools, labor, or other just claims against him, or any subcontractor in 00800-12 2121106 F ,1 6706-050 connection with this Contract, and his bonds will not be released by final. acceptance and payment by the OWNER unless all such claims are paid or released. ARTICLE 7. OTHER WORK SC -7.5. Add a new paragraph immediately after paragraph 7.4 in the Genera: Conditions which is to read as follows: 7.5. Should CONTRACTOR cause damage to th-3 work or property of any separate contractor at the site, or should any claim arising out of CONTRACTOR's performance of the Work at the site be made by any separate contractor against CONTRACTOR, OWNER, ENGINEER, ENGINEER's Consultants, the Construction Coordinator or any other person, CONTRACTOR shall promptly attempt to settle with such other contractor by agreement, or to otherwise resolve the dispute by arbitration or at law. CONTRACTOR shall, to tha fullest extent permitted by Laws and Regulations, Indemnify and hold OWNER, ENGINEER, ENGINEER's Consultants and the Construction Coordinator harmless from and against all claims, damages, losses and expenses (including, but not limited to, fees of engineers, architects, attorneys and other professionals, and forms of dispute resolutions) arising directly, indirectly or consequentially out of any action, legal or equitable, brought by any separate contractor against OWNER, ENGINEER, ENGINEER's Consultants or the Construction Coordinator to the extent based on:a claim arising out of CONTRACTOR's performance of the Work. Sho:ald a separate contractor cause damage to the Work or property of CONTRACTOR or should the performance of work by any separate contractor at the site give rise to any other claim, CONTRACTOR shall not institute any action, legal or equitable, against OWNER, ENGINEER, ENGINEER's Consultants or the Construction Coordinator or permit any action against any of them to be maintained and continued in its name or for Its benefit in any court or before any arbiter which reeks to impose liability on or to recover damages from OWNER, ENGINEER, ENGINEER's Consultants or the Construction Coordinator on account of any such damage or claim. If CONTRACTOR is delayed at any time in performing or furnishing Work by any act or neglect of a separate contractor and OWNER and CONTRACTOR are unable to agree as to the extent of any adjustment in Contract Times attributable thereto, CONTRACTOR may make a claim for an extension of times in accordance with Article 12. An extension of the Contract Times shall be CONTRACTOR's exclusive remedy with respect to OWNER, ENGINEER, ENGINEER's Consultants and Construction Coordinator for any delay, disruption, interference or hindrance caused by any separate contractor. This paragraph does not prevent recovery from OWNER, ENGINEER, ENGINEER's Consultant or Construction Coordinator for 00800-13 2121186 7O6 -O50 activities that are their respective responsibilities. ARTICLE 8. OWNER'S RESPONSIBILITIES SC -8.5. Delete paragraph 8.5. of the General Conditions ?n its entirety. ARTICLE 9. ENGINEER'S STATUS DURING CONSTRUCTION SC -9.3. Add a new paragraph Immediately after paragraph 9.3 of the General Conditions which Is to read as follows: 9.3.1. ENGINEER will furnish a Resident Project Representative and assistants to assist ENGINEER In observing the performance of the Work. The duties and responsibilities of the Resident Project Representative will be as enumerated In a ocument entitled "Duties, Responsibilities and Limitations of the Authority of Resident Project Representative". A copy of which is included in the Supplementary Conditions. ARTICLE 10. CHANGES IN THE WORK SC -10.1 . Add the following to the end of the second sentence: "...by the Utilities Department, provided that any such written authorization shall not exceed 10% of the contract bid price." 00800-14 2121196 6706-050 ARTICLE 1 1. CHANGE OF CONTRACT PRICE SC -11.4. Delete the second sentence in paragraph 1 1.4.1 of the General Conditions in Its entirety and replace with the following: Such employees shall Include foremen at the site. SC-i 1.6. in the second line of paragraph 1 1.6.2.2 before the semi colon add the following words "based on subcontractor's Cost of the Work"; SC -11.9, Delete paragraph 1 1 .9.3 in its entirety and replace with the following: 11.9.3. The unit price of an item of Unit Price Work shall be subject to re-evaluation and adjustment under the following conditions: 11.9.3.1. If the total cost of a particular item of Unit Price Work amounts to 5 percent or more of the Contract Price and the variation In the quantity of that particular item of Unit Price Work performed by Contractor differs by more than 15 percent from the estimated quantity of such item indicated in the Agreement; and 11.9.3,2. if there is no corresponding adjustment with respect to any other item of Work; and 11 .9.3.3. If CONTRACTOR believes that CONTRACTOR has incurred additional expense as a result thereof; or if OWNER believes that the quantity variation entities OWNER to an adjustment in the unit price, either OWNER or CONTRACTOR may make a claim for an adjustment in the Contract Price in accordance with Article 11 If the parties are unable to agree as to the effect of any such variations in the quantity of Unit Price Work performed. { ARTICLE 13. TESTS AND INSPECTIONS; CORRECTION, REMOVAL OR ACCEPTANCE OF DEFECTIVE WORK SC -13.4 Amend first sentence of paragraph 13.4 of the General Conditions by striking out the first word "OWNER" and replace it with the word "CONTRACTOR". 00800-15 721/96 ..106-050 SC -13.1 O. Add a new paragraph immediately after paragraph 13.10 of the General Conditions to read as follows: 13.10.1. If the OWNER stops Work under Paragraph 13.10 CONTRACTOR shall be entitled to no extension of Contract Time or increase in Contract Price, ARTICLE 14. PAYMENTS TO THE CONTRACTOR AND COMPLETION SC -14.2. Amend the first sentence of paragraph 14.2. of the General Conditions by striking out the word "twenty" and inserting the word "forty", in its place, and as so amended, paragraph 14.2 remains in effect. Add a new paragraph immediately after paragraph 14.2 of the General Conditions which is to read as follows: 4.2.1. The CONTRACTOR shall furnish evidence that payment received on the basis of materials and equipment not incorporated and suitably stored, has in fact been paid to the respective supplier(s) within sixty days of payment by OWNER. Failure to provide such evidence of payment may result in the withdrawal of previous approval(s) and removal of the cost of related materials and equipment from the next submitted Application for Payment. SC -14.3. Add two new paragraphs immediately after paragraph 14.3. of the General Conditions which are to read as follows: 14.3.1. No materials or supplies for the Work shall be purchased by CONTRACTOR or Subcontractor subject to any chattel mortgage or under a conditional sale contract or other agreement by which an interest is retained by the seller. CONTRACTOR warrants that he has good title to all materials and supplies used by him in the Work, free from all liens, claims or en;urnbrances. 14.3.2. CONTRACTOR shall indemnify and save OWNER harmless from all claims growing out of the lawful demands of Subcontractors, laborers, workmen, mechanics, materialmen, and furnishers of machinery and parts thereof, equipment, power tools, and all supplies, including commissary, incurred in the furtherance of the performance of this Contiact. CONTRACTOR shall at OWNER's request, furnish satisfactory evidence that all obligations of the nature hereinabove designated have 00800-16 2121/HG �•�►l'ZIMs1I been paid, discharged, or waived. If CONTRACTOR fails to do so, then OWNER may, after having served written notice on the said CONTRACTOR either pay unpaid bills, of which OWNER has written notice, direct, or withhold from the CONTRACTOR's unpaid compensation a sum of money deemed reasonably sufficient to pay any and all such lawful claims until satisfactory evidence is furnished that all liabilities have been fully discharged whereupon payment to CONTRACTOR shall be resumed, in accordance with the terms of this Contract, but In no event shall the provisions of this sentence be construed to impose any obligations upon OWNER to either CONTRACTOR or his Surety. In paying any unpaid bills of the CONTRACTOR, OWNER shall be deemed the agent of CONTRACTOR and any payment so made by OWNER, shall be considered as payment made under the Contract by OWNER to CONTRACTOR and OWNER shall not be liable to CONTRACTOR for any such payment made in good faith. SC-i 4.4. Add four new paragraphs immediately after paragraph 14.4. of the General Conditions which are to read as follows: 14.4.1. Should CONTRACTOR neglect to pay any undisputed claims, made in writing to OWNER within thirty days after completion of the Work, but continuing unsatisfied for a period of ninety days, OWNER may pay such claim and deduct the amount thereof from the balance due CONTRACTOR. OWNER may also, with the written consent of CONTRACTOR, use any moni?s retained, due, or to become due under this Contract for the purpose of paying for both labor and materials for the Work, for which claims have not been filed. 14.4.2. Security is provided both by the Payment Bond and the power of OWNER to retain any monies for claims, but payment by one shall in no way impair or discharge the liability of the other. 14.4.3. Any and all liens for work and materials may he paid off by OWNER within a reasonable time after filing for record in accordance with State and local laws, a notice of such liens except where the claim on which the lien is filed is being litigated by CONTRACTOR, and in such case OWNER may pay the amount of any final judgment or decree or any such claim withi-f a reasonable time after such final judgment or decree shall be rendered. 14.4.4. All monies paid by OWNER in settlement of liens as aforesaid, with the costs and expenses incurred by OWNER in connection therewith, shall be charged to CONTRACTOR, shall bear interest at the rate of three percentage points above the rediscount rate then charged by the Federal Reserve Bank, and shall be O080O-17 2121196 6706-050 deducted from the next payment due CONTRACTOR under the terms of this Contract. SC -14.13. Delete paragraph 14.13. of the General Conditions in its entirety and insert the following In its place: 14.13. If, on the basis of ENGINEER's observation of the Work during construction and final inspection, and ENGINEER's review of the final Application for Payment and accompanying documentation - all as required by the Contract Documents, ENGINEER Is satisfied that the Work has been completed and CONTRACTOR's other obligations under the Contract Documents have been fulfilled, ENGINEER will indicate In writing his recommendation of payment and present the Application to OWNER for payment. Thereupon ENGINEER will give written notice to OWNER and CONTRACTOR that the Work is acceptable subject to the provisions of paragraph 14.15. Otherwise, ENGINEER will return the Application to CONTRACTOR, indicating in writing the reasons for refusing to recommend final payment, in which case CONTRACTOR shall make the necessary corrections and resubmit the Application. If the Application and accompanying documentation are appropriate as to form and substance, OWNER shall, within sixty-five days after receipt thereof pay CONTRACTOR the amount recommended b',' ENGINEER. SC -14.13.1. Add a new paragraph immediately after paragraph 14.13 of the General Conditions which is to read as follows: 14.13,1. Final payment will be reduced by the amount of excessive costs of plant inspection of pipe. Excessive costs are defined as the inspection costs incurred by OWNER for that amount of pipe which exceeds 125 percent of the aggregate length of each type installed. ARTICLE 15. SUSPENSION OF WORK AND TERMINATION SC -15.2. Add a new paragraph immediately after paragraph 15.2.4. of the General Conditions which is to read as follows: 15.2.5. if CONTRACTOR abandons the Work, or sublets this Contract or any part thereof, without the previous written consent of OWNER, or if the Contract or any 00800-18 2/21106 6706-050 claim thereunder shall be assigned by CONTRACTOR otherwise than as herein specified; ARTICLE 16. DISPUTE RESOLUTION SC -16. Add a new sentence at the end of Article 16 of the General Conditions which Is to read as follows: CONTRACTOR shall carry on the work and maintain the progress schedule during the dispute resolution proceedings, unless otherwise agreed by him/her and OWNER in writing. ARTICLE 17. MISCELLANEOUS SC -17.6. Add a new paragraph immediately after paragraph 17.5. of the General Conditions which is to read as follows: 17.6. Both the address given in the Bid Form upon which this Agreement is founded, and CONTRACTOR's office at or near the site of the Work are hereby designated as places to either of which notices, letters, and other communications to CONTRACTOR shall be certified, mailed, or delivered. The delivering at the above named place, or depositing in a postpaid wrapper directed to the first -named place, in any post office box regularly maintained by the post office department, of any notice, letter or other communication to Contractor shall be deemed sufficient service thereof upon CONTRACTOR; and the date of said service shall be the date of such delivery or mailing. The first -named address may be changed at any time by an instrument In writing, executed and acknowledged by CONTRACTOR, and delivered to OWNER and ENGINEER. Nothing herein contained shall be deemed to preclude or render inoperative the service of any notice, letter, or other communication upon CONTRACTOR personally. SC•• 17.7. Add the following new paragraphs immediately after paragraph 17.6. of the Supplementary Conditions: 00800-19 2/21I9 .67O6-O5O 17.7. The form of all submittals, notices, change orders and other documents permitted or required to be used or transmitted under the Contract Documents shall be determined by the ENGINEER. The forms for Notice of Award, Notice to Proceed, and Final Receipt which the ENGINEER expects to use are contained in the subsequent pages of those Supplementary Conditions. REMAINDER OF THIS PAGE LEFT BLANK INTENTIONALLY _ 1 2121196 OO80O-20 67O6-050 Dated TO: (Bidder) 19 PROJECT NO. PROJECT OWNER'S CONTRACT NO. C[]NTAOCT FrlR NOTICE OF AWARD (Insert Name of ontract as it appears In the 8iddng Documents) You are notified that your Bid dated . 199 for the above Contract has bcv" considered. You are the apparent successful Bidder and have been awarded a contract for (Indicate total Work, alternates or sections of Work awarded) The Contract Price of your contract is Dollars ($ ). Enclosed are seven (7) copies of the Contract Documents for your execution and subsequent return to this office for further processing. You must comply with the following conditions precedent within fifteen (15) days of the date of this Notice of Award, that is by , 19_: 1. Execute all copies of the Agreement. Each Project Manual and set of contract drawings must bear your signature on the cover sheet. Do not date the 00800-21 2/21/96 il!SIII] Agreements or bonds; this will be accomplished upon execution of the contracts by the OWNER. Submit a power of attorney authorizing OWNER to date bonds and Agreements. 2. Submit seven (7) copies of the Performance and Payment Bonds. Instructions to the Surety and the Principal for execution of the bonds are as follows: Where the CONTRACTOR is a Corporation, the Agreement and any bonds must be executed by the President or the Chairman of the Board of the corporation. The Agreement or Bond is accompanied by a statement certified by a Secretary of the Corporation. The signatures of the persons executing the bond on behalf of the Principal and of the Surety, respectively, shall each be dated on the signature line. If the bond is executed by an Attorney -in -Fact for the Surety, the accompanying Power of Attorney must be executed by persons whose authority to do so is plainly identified on the face of the Power of Attorney. Neither signatures nor the Corporate Seal may appear by facsimile unless the authority for them to appear in that form is plainly disclosed on the face of the document. The Secretary or other properly authorized Officer must certify and seal a statement declaring that the authority granted by the Power of Attorney remained in force on the date that the bond was executed by the Attorney-in•Fact. 3, include seven (7) copies of the Certificate of Insurance. The Certificate must name the OWNER as an additional insured and the standard cancellation clause must read as follows: "Should any of the above described policies be cancelled or changed by restricted amendment before the expiration date thereof, the issuing Company will give thirty (30) days written notice to the below named certificate holder." Failure to comply with these conditions within the time specified will entitle OWNER to consider your Bid abandoned, to annul this Notice of Award and to declare your Bid Security forfeited. Within twenty (20) days after you comply with the above conditions, the OWNER will return to you one fully signed counterpart of the Contract Documents attached. If you have any questions, or if we can be of any further assistance, please do not hesitate to contact this office. 00800-22 iI Al �zy [ IiI3i11' Sincerely, Purchasing Director 00800-23 2/21196 ,706-050 THIS PAGE LEFT BLANK INTENTIONALLY 00800-24 NOTICE TO PROCEED T O : DATE: PROJECT: Indian River County Department of Utility Services Project No. IRC Bid No. Project Name: You are hereby notified to commence work in accordance with the agreement dated , 19 , on or before , 19 You are to complete the work within consecutive calendar days from this date. The date of completion of all work is, therefore, the day of , 19 ACCEPTANCE OF NOTICE Receipt of above NOTICE TO PROCEED is hereby acknowledged by this the day of 19 ,by Signature Typed Name Title: INDIAN RIVER COUNTY Michael C. Hotchkiss, P.E. Environmental Engi.ieer O0SUO-25 Pre -Construction Checklist Recorded Insurance Payment and Performance Bond Ei cuted Ag: eement Board Approval Dated DEP Construction Permit 3706-050 THIS PAGE LEFT BLANK INTENTIONALLY O0800-26 21.11,'©6 6706 050 Fl LD ORDER PROJECT: OWNER: TO: FIELD ORDER NO. DATE: CONTRACT NO: OWNER'S PROJECT NO: CONTRACT DATE: This Field Order Is issued to interpret/clarify the Contract Documents, order minor changes in the work and/or memorialize trade -oft agreements. Both parties hereby agree that the work described by the Field Order is to be accomplished without change in Contract Sum, Contract Time, and/or claims for other costs. DESCRIPTION: (Here insert a written description of the interpretation, change of agreement.) FIELD ENGINEER: BY: BY: CONTRACTOR: OO80O-27 2/21f6 3706-050 THIS PAGE LEFT BLANK INTENTIONALLY 00800-28 2121NG WORK DIRECTIVE CHANGE ( I (Instructions on reverse side) No. PROJECT: 'DATE OF ISSUANCE: OWNER: (Name, Address) CONTRACTOR: OWN ERs Project No. ENGINEER: CONTRACT FOR: ENGINEERS Project No. You are directed to proceed promptly with the following change(s): Description: Purpose of Work Directive Change: Attachments: (list documents supporting change) If a claim is made that the above change(s) have affected Contract Price or Contract Time. any claim for a Change Order based thereon will involve one of the following methods of determining the effect of the change(s). Method of determining change in Method of determining change in JIContract Price: Contract Time: (.1 Time and materials ❑ Contractor's records L..] Unit prices C) Engineer's records (] Cost plus fixed fee ❑ Other [1 Other Estimated increase (decrease) in Contract Estimated increase (decrease) in Contract Price: S.._____________________ Time: _____._.—._.days. If the change If the change involves an increase, the esti- involves an increase, the estimated time is mated amount is not io be exceeded with- not to be exceeded without further autho- out further authorization. " rization. RECOMMENDED: by En pan AUTHORIZED: by o-n,r t . EJCDC No. 1910.8-F (1983 Edition) Prepared by the EngineerJoint Contract Documents Committee and endorted by the Associated General Contractors of Amerka. R WORK DIRECTIVE CHANGE INSTRUCTIONS A. GENERAL INFORMATION This document was developed for use in situations involving changes in the Work which, if not processed expeditiously, might delay the Project. These changes are often initiated in the field and may affect the Contract Price or the Contract Time. This is not a'Change Order, but only a directive to proceed with Work that may be included in a subsequent Change Order. For supplemental instructions and minor changes not involving a change in the Contract Price, or the Contract Time, a Field Order may be used. B. COMPLETIING THE WORK DIRECTIVE CHANGE FORM Engineer initiates the form, including a description of the items involved and attachments. Based on conversations between Engineer and Contractor, Engineer completes the fol- lowing: METHOD OF DETERMINING CHANGE, IF ANY, IN CONTRACT PRICE: Mark the method to be used in determining the final cost of Work involved and the net effect on the Contract Price. If the change involves an increase in the Contract Price and the estimated amount is approached before the additional or changed Work is completed, another Work Directive Change must be issued to change the time or Contractor may stop the changed Work when the estimated time is reached. If the Work Directive Change is not likely to change the Contract Time, the space for estimated increase (decrease) should be marked "Not Applicable". METHOD OF DETERMINING CHANGE, IF ANY, IN CONTRACT TIME: Mark the method to be used in determining the change in Contract Time and the estimated increase or decrease in Contract Time. If the change involves an increase in the Contract Time and the estimated time is approached before the additional or changed Work is completed, another Work Directive Change most be issued Co change the time or Contractor may stop the changed Work when the estimated time is reached. If the Work Directive Change is not likely to change the Contract Time, the space for estimated increase (decrease) should be marked "Not Applicable". Once Engineer has completed and signed the form, all copies should be sent to Owner for authorization because Engineer alone does not have authority to authorize changes in Price or Time. Once authorized by Owner, a copy should be sent by Engineer to Con- tractor. Once the Work covered by this directive is completed or final cost and time determined, Contractor should submit documentation for inclusion in a Change Order. THIS IS A DIRECTIVE TO PROCEED WITH A CHANGE THAT MAY AFFECT THE CONTRACT PRICE ORTHE CONTRACT TIME. A CHANGE ORDER, IF ANY, SHOULD BE CONSIDERED PROMPTLY. nnpnn_ -n :lnstruetions on revetye side) No. PROJECT: DATE OF ISSUANCE: WNER: (N• Address) CONTRACTOR: OWNER's Project No. ENGINEER: "ONTRACT FOR: ENGINEER's Project No. ou are directed to make the (allowing changes in the Contract Documents. criptton: Atrpose of Change Order: Attachments: (List documents supporting chance) l.tABUL ttv LUIY i KAL I FKit:L: Jriginal Contract Price CHANGE IN CONTRACT TIME: Original Contract Time Ort w lour P•evious Change Orders No. to No. Net change from previous Change Orders dart •+ntract Price prior to this Change Order a let Increase (decrease) of this Change Order .'^ntract Pt -ice with all approved Change Orders _.CnMMENDED: Contract Time Prior to this Change Order days R due Net Increase (decrease) of this Change Order d*rt Contract Time with all approved Change Orders dirt w date APPROVED: by_ by ems « waterers :":DC No. 19[0.8-B (1983 Edition) s *red by the Ent;ineerfJoint Contract Documenit Ccmmittec and cndoned by The Atsociucd General Contractor or America. * INSTRUCTIONS A. GENERAL INFORMATION This document was developed to provide a uniform format for handling contract changes that affect Contract Price or Contract Time. Changes that have been initiated by a Work Directive Change must be incorporated into a subsequent Change Order if they affect Price or Time. Changes that affect Contract Price or Contract Time should be promptly covered by a Change Order. The practice of accumulating change order items to reduce the adminis- trative burden may lead to unnecessary disputes. For supplemental instructions and minor changes not involving a change in the Contract Price or Contract Time, a Field Order may be used. B. COMPLETING THE CHANGE ORDER FORM Engineer initiates the form, including a description of the changes involved and attach- ments based upon documents and proposals submitted by Contractor, or requests from Owner, or both. Once Engineer has completed and signed the form, all copies should be sent to Contractor for approval. After approval by Contractor, all copies should be sent to Owner for approval. Engineer should make distribution of executed copies after approval by Owner. If a change only applies to price or to time, cross out the part of the tabulation that does not apply. OORO0-31 APPLICATION FOR PAYMENT NO. To _ (OWNER) Contract for OWNER's Project No. . ENG[NEER's Project No, r Work accomplished through the date of ItEµ C0KTRACTOA's Sehedute o4•VJucs Work Cottsptncd Unit htce QyLntlt)' Amount QuantJty Arnoutst S s 5 Total ; S (Orig. Contract) C.O. No. I C.O. No. 2 Accompanying Documentation CONTRACTOR'S Certification: GROSS AMOUNT DUE ....................... S LESS % RETAINAGE ................... S AMOUNT DUE TO DATE .....................S________ LESS PREVIOUS PAYMENTS ................S_________ AMOUNT DUE THIS APPLICATION ......... S The undersigned CONTRACTOR certifies that (1) all previnut progress payments received from OWNER on account of �'/ork done under the Contract referred to above have been applied to discharge in full riI obligations of CONTRACTOR incurred in connection with Work covered by prior Applications for Payment numbered i through inclusive; and (2) title to all materials and equipment incorporated in said Work or otherwise listed in or covered by this Application for Payment will pass to OWNER at time of payment free and clear of all Liens, claims, security interests and encumbrances (except such as covered by Bond acceptable to OWNER). Dated C0 T ACrore _.. Ili Payment of the above AMOUNT DUG THIS APPLICATION is recommended. Gated _.I9 rl4G EN EEA By ESCDC No. 1910.8-E (1983 Edition) Prepared by the En , nccrs' Joint Contriciboeumenls Committee and endorsed by The Associated General Contractor of Amcnca. I 00800-33 _PPLICATION FOR PAYMENT 4STP.UCTIONS '.. GENERAL INFORMATION his standard form is intended as a guide only. Many projects require a much more extensive form with space for numerous items, descriptions of Change Orders, identifi- ation of variable quantity adjustments, summary of materials and equipment stored at .he site and other information. It is expected that a separate form will be developed by Engineer or Contractor at the time Contractor's Schedule of Values is finalized. Note also aat the format for rctainagc must be changed if the Agreement permits (or the Law ,,rovides), and Contractor elects, the deposit of securities in lieu of retainage. Refer to Article 14 of the General Conditions for provisions concerning payments to Contractor. 3. COMPLETING THE FORM The Schedule of Values, submitted and approved as provided in paragraphs 2.6.3 and 2.9 >f the General Conditions, should be copied in the space indicated on the Application For Payment form. Note that the cost of materials and equipment is often listed separately from the cost of their installation. All Change Orders affecting the Contract Price should )c identified and include such supplemental Schedules of Values as required for progress payments. The form is suitable for use in the Final Application for Payment as well as for Progress Payments; however, the required accompanying documentation is usually more extensive for final payment. All accompanying documentation should be identified in the space r ided en the form. Engineer muss' review all Applications for Payment with care to avoid recommending any payments not yet earned by Contractor. All accompanying documentation of legal nature, such as lien waivers, should be reviewed by an attorney, and Engineer should so advise Owner. W nnann •)h CERTIFICATE OF SUBSTANTIAL COMPLETION O4. .:R's Project No .............................. ENGINEER's Project No..................., Project......................................................... CONTRACTOR........................................................................................................... .o ntract For ................ ...... ............... Contract Date ...................................... This Certificate or Substantial Completion applies to all Work under the Contract Documents or to the following specified carts thereof: its................................................................................................................ OWN[It AndTo................................................................ ........... ...................... CONTRLCTOR The Work to which this Certificate applies has been inspected.by authorized representatives of OWNER. CONTRACTOR and ENGINEER. and that Work is hereby declared to be substantially complete in accordance with the Contract Documents on ................................................................ DATE OF SUBSTANTIAL COMPLETION A tentative list of items to be completed or corrected is attached hereto. This list may not be all-inctusiye. and the failure to include an item in it does not alter the responsibility of CONTRACTOR to complete all the Work in accordance with the Contract Documents. The items in the tentative list shall be completed or corrected by CONTRACTOR within = _days of the above date of Substantial Completion. $....:DC No. 1910.8-D (1983 Edition) Prepared by the CnginecnJoint Contract Documents Committee And endorsed by The Asiociated Gcneril C.mtretort of Amcric . nnann_- s I. '1'hr responsibilities between OWNER and CONTRACTOR' for security. operation. safety, maintenance, heat. utilities, suranee and warranties shall be as follows: RESPONSIBILITIES: OWNER: CONTRACTOR: 1 he (ollowinx documenu arc attached to and made a part of this Certificate: flit certificate does not constitute an acceptance of Work not in accordance with the Contract Documents nor is it a release t )NTRACI'OR's obligation to complete the Work in accordance with the Contract Documents. Executed by ENGINEER on .................... 19 ............ ....................I...I........................ ENt�INELK By............................................................. CONTRACTOR accepts this Cenificate of Substantial Completion on .................................... 19 ............. ................................................................ CON MACTOR By............................................................. OWNER accepts this Certificate of Substantial Completion on ............................................ 19 ............. ................................................................ OWNER By............................................................. 00800-3 (p 67O6-050 FINAL RECEIPT Received this day of A.D., 19 of as full and final payment of the cost of all improvements provided for in the foregoing contract the sum of Dollars and Cents, IS ), in cash, being the full amount accruing to the undersigned by virtue of said Contract, said cash covering and including full payment for all extra work and material furnished by the undersigned in the construction of said improvements, and all incidentals thereto, and the undersigned hereby releases the said from all claims whatsoever growing out of the said Contract. These presents are to certify that all persons doing work upon or furnishing materials or supplies for said improvements under the foregoing Contract have been paid in full. The undersigned further certifies that all taxes imposed by Chapter 212, Florida Statues (Sales and Use Tax Act), as amended, have been paid and discharged. CONTRACTOR 00800-37 2121106 706-050 THIS PAGE LEFT BLANK INTENTIONALLY 00800-38 2141 A6 6706-050 DUTIES, RESPONSIBILITIES AND LIMITATIONS OF AUTHORITY OF RESIDENT PROJECT REPRESENTATIVE A. GENERAL Resident Project Representative Is ENGINEER'S Agent, will act as directed by and under the supervision of ENGINEER, and will confer with ENGINEER regarding his actions. Resident Project Representative's dealings In matters pertaining to the on -site Work shall In general be only with ENGINEER and CONTRACTOR, and dealings with Subcontractors shall only be through or with the full knowledge of CONTRACTOR. Written communication with OWNER will be only through or as directed by ENGINEER. i B. DUTIES AND RESPONSIBILITIES Resident Project Representative will: 1. Schedules: Review the progress schedule, schedule of Shop Drawing submissions and schedule of values prepared by CONTRACTOR and consult with ENGINEER concerning their acceptability. 2. Conferences: Attend preconstruction conferences. Arrange a schedule of progress meetings and other job conferences as required in consultation with ENGINEER and notify those expected to attend in advance. Attend meetings, and maintain and circulate copies of minutes thereof. 3. Liaison: a. Serve as ENGINEER'S liaison with CONTRACTOR, working principally through CONTRACTOR'S superintendent and assist him in understanding the intent of the Contract Documents. Assist ENGINEER in serving as OWNER'S liaison with CONTRACTOR when CONTRACTOR'S operations affect OWNER'S on -site operations. b. As requested by ENGINEER, assist in obtaining from OWNER additional details or information, when required at the jot) site for proper execution of the Work. 00800-39 2121166 3706-050 4. Shop Drawings and Samples: a, Receive and record date of receipt of Shop Drawings and samples, receive samples which are furnished at the site by CONTRACTOR, and notify ENGINEER of their availability for examination. b. Advise ENGINEER and CONTRACTOR or his superintendent immediately of the commencement of any Work requiring a Shop Drawing or sample submission if the submission has not been approved by the ENGINEER. 5. Review of Work, Rejection of Defective Work, Inspections and Tests: a. Conduct on -site observations of the Work in progress to assist ENGINEER in determining If the Work is proceeding in accordance with the Contract Documents and that completed Work will conform to the Contract Documents. b. Report to ENGINEER whenever he believes that any Work is unsatisfactory, faulty or defective or does not conform to the Contract Documents, or does not meet the requirements of any inspections, tests or approval required to be made or has been damaged prior to final payment; and advise ENGINEER when he believes Work should be corrected or rejected or should be uncovered for observation, or requires special testing, inspection or approval. c. Verify that tests, equipment and systems startups and operating and maintenance instructions are conducted as required by the Contract Documents and in presence of the required personnel, and that CONTRACTOR maintains adequate rec' rds thereof; observe, record and report to ENGINEER appropriate details relative to the test procedures and startups. d. Accompany visiting inspectors representing public or other agencies having jurisdiction over the Project, record the outcome of these inspections and report to ENGINEER. 6. Interpretation of Contract Documents: Transmit to CONTRACTOR engineer's clarifications and interpretations of the Contract Documents. 7. Modifications: Consider and evaluate CONTRACTOR'S suggestions for modifications in Drawings or Specifications and report there with recommendations to ENGINEER. L k L 2121195 008O0-40 r 8. Records: a. MaIntain at the job site orderly files for correspondence, reports of job conferences, Shop Drawings and samples submissions, reproductions of original Contract Documents including all Addenda, change orders, field orders, additional Drawings issued subsequent to the execution of the Contract, ENGINEER'S clarifications and interpretations of the Contract Documents, progress reports, and other Project related documents. b. Keep a diary or log book, recording hours on the job site, weather conditions, data relative to questions of extras or deductions, list of visiting officials and representatives of manufacturers, fabricators, suppliers and distributors, daily activities, decisions, observations In general and specific observations in more detail as the case of observing test procedures. Send copies to ENGINEER. c. Record names, addresses and telephone numbers of all contractors, Subcontractors and major suppliers of materials and equipment. 9. Reports: a. Furnish ENGINEER periodic reports as required of progress of the Work and CONTRACTOR'S compliance with the approved progress schedule and schedule of Shop Drawing submissions. b. Consult with ENGINEER in advance of scheduled major tests, inspections or start of important phases of the Work. c, Report Immediately to ENGINEER upon the occurrence of any accident. 10. Payment Requisitions: Review applications for payment with Contractor for compliance with the established procedure for their submission and forward them with recommendations to ENGINEER; noting particularly their relation to the schedule of values, Work completed and materials and equipment delivered at the site but not incorporated in the Work. 11. Certificates, Maintenance and Operation Manuals: During the course of the Work, verify that certificates, maintenance and operation manuals and other data required to be assembled and furnished by CONTRACTOR are applicable to the items actually installed; and deliver this material to ENGINEER for his review and forwarding to OWNER prior to final acceptance of the Work. 00800-41 2/21/95 6706-050 12. Completion: a. Before ENGINEER issues a Certificate of Substantial Completion, submit to CONTRACTOR a list of observed items requiring completion or correction. b. Conduct final inspection in the company of ENGINEER, OWNER and CONTRACTOR and prepare a final list of items to be completed or corrected. c. Verify that all items on final list have been completed or corrected and make recommendations to ENGINEER concerning acceptance. C. LIMITATIONS OF AUTHORITY Except upon written instructions of ENGINEER, Resident Project Representative: 1. Shall not authorize any deviation from the Contract Documents or approve any substitute materials or equipment. 2. Shall not exceed limitations on ENGINEER'S authority as set forth in the Contract Documents. 3. Shall not undertake any of the responsibilities of CONTRACTOR, Subcontractors or CONTRACTOR'S superintendent, or dxpedite the Work. 4. Shall not advise on or issue directions relative to any aspect of the means, methods, techniques, sequences or procedures of construction unless such is specifically called for in the Contract Documents. 5. Shall not advise on or issue directions as to safety precautions and programs in connection with the Work. 6. Shall not authorize OWNER to occupy the -Project in whole or in part. 7. Shall not participate in specialized field or laboratory tests. END OF SECTION 0O80O-42 2121126 DIVISION 1 GENERAL REQUIREMENTS (UGC0I000,FMT):aa SECTION 01000 SUMMARY OF WORK PART 1- GENERAL 1.01 LOCATION OF WORK The work is generally located in the Westwood Subdivision road right-of-way, as shown on the construction plans. 1.02 DESCRIPTION OF WORK Construction of approximately 1,040 L.E. of 6" PVC water main in the Westwood Subdivision. The proposed system is to connect to the existing 6" stub -out from the existing waterinain along 5'1' St. S.W. The right-of-way is to be restored as close as possible to the pre -construction condition or better. Construction consists of, but is not limited to, utilities exploration, coordination with any permitting agencies, trenching, dewatering, installation of pipe with fittings and all appurtenances, restrainers and soil compaction, disinfection, testing (includes providing temporary jumper or another approved method for disinfection and flushing) irrigation repair and traffic control. PVC pipe shall be C-900 and any DIP pipe shall be pressure class 350 per Indian River County Utility Standards and Specifications (with metal thickness equal or exceeding the Class 50 for under road). The Contractor shall clearly specify the one used on the bid. 1711:7ui+ma[0)r]IIiiK1 Not applicable PART 3- EXECUTION Not applicable END OF SECTION O1'r00-1 SECTION 01025 MEASUREMENT AND PAYMENT PART 1-- GENERAL 1.01 GENERAL Measurement and payment will be based upon work completed and accepted in accordance with the Contract Documents. No separate payment will be made for excavation, trenching dewatering, backfilling, leakage tests, surveying, density tests, or other incidental items of work not shown in the Agreement. 1.02 EQUIPMENT AND MATERIALS IN STORAGE Partial payment for materials and equipment in proper storage at the site of the work or other approved storage site will be made for those items for which the Contractor has submitted paid invoices to the Engineer. The partial payment for stored materials will be 50% of the value of materials and equipment, based on receipted bills, furnished but not incorporated in the work, as determined by Engineer. 1.03 MEASUREMENT AND PAYMENT Refer to the attached Bid Items immediately following this page. 1.04. RESTORATION OF DAMAGED SURFACES, STRUCTURES AND PROPERTY Where pavement, trees, shrubbery, fences, or other property or surface structures not designated as pay items have been damaged, removed, or disturbed by the Contractor, whether deliberately or through failure to carry out the requirements of the Contract Documents, state laws, municipal ordinances, or the specific direction of the Engineer, or through failure to employ usual and reasonable safeguards, such property and surface structures shall be replaced or repaired at the expense of the Contractor to a condition equal to that before work began within a time frame approved by the Engineer. END OF SECTION 01025-1 Bid Item No. 01 - Mobilization 1.1 Scope of Work Under the above Item, the Contractor shall provide all labor, materials, equipment and incidentals necessary to furnish bonds and insurance, site security, staging, temporary field office/trailer, if required, personnel safety equipment, field surveying for base line, construction and maintenance of temporary facilities, arrangement for temporary utilities, shop drawing submittals, submittal of schedules, breakdown, pre -construction documents, pre -construction videos, erosion, sediment, and dust control, maintenance of traffic and all other work required for the initial start of construction. 1.2 Materials and Method General Equipment All preconstruction documents, submittals and preliminary work as described above shall be provided as defined in the Contract Documents. 1.2.1 Mobilization includes the mobilization of all construction equipment, tools, and appurtenances staffed and ready for performing the work. Mobilization also includes delivery of materials and supplies needed for initiation of the work but not included and paid elsewhere in the Contract documents. The provision and installation of Contractor required facilities, including enclosures, trailers for various activities, personnel storage sheds, as needed; and Contractor required services including telephones, electricity, water and sanitary facilities, etc., are also included under this Bid Item. 1.2.2 The provision of safety equipment and protective clothing for persons on -site, including maintenance of equipment on a daily basis; and replacement of disposable equipment, as required. 1.2.3 Construction Equipment and Staging Supply Area. 1.2.4 Provisions for an office trailer (if required), utilities and equipment for Contractor personnel activities. 1.2.5 Arrangements for the temporary construction of any roads, embankments, fence gates or excavations, if needed, Such roads and access facilities shall be sufficient for passage of loaded disposal vehicles and construction equipment. a) A layout of all temporary roads, gates, excavations and embankments to be constructed within the project area; b) A plan for post -construction cleanup, dismantling and removal of the temporary construction including restoration of the site to its previous condition or better. 1.2.6 Arrangements for parking facilities on site or arrangements to shuttle the crew to the site from an alternate location. 1.2.7 Arrangement for security. 1.2.8 Arrangements for necessary utilities; e.g., electric, telephone, portable sanitary facilities, water, etc. 1.2.9 Preparation procedures for working areas and safety facilities (e.g. setting up staging areas, first aid and emergency facilities: and temporary storage enclosures, it' required, and other necessary working and safety equipment). 1.2.10 Acquisition of all required insurance, payment and performance bonds, and permits that are required for the commencement and completion of this Project. 1,2.11 Payment for insurance, bonds, and permits shall be included in this Bid Item. Payment shall Bid Ilan No 61 - htobtfizauw[ Rtc,utrnunt.' t'eti[Ttirnt w,lt Ul lI', 4'd j'.0 MIM J•nf.t, A.,..w»d* J1„(4u,.,u 1•,��.,Myat I't [+.v:l L.t d.w.l.J a.....I Jk.w'., .I 1JJ be full compensation for furnishing all insurance, bonds, and permits required by this contract in compliance with all of the Federal, State and local agencies having jurisdiction over the work. 1.2.12 Arrangements to perform all work in a fire -safe manner, including the supply and maintenance of adequate fire -fighting equipment capable of extinguishing incipient fires. The Contractor shall comply with applicable Federal, State and local fire prevention regulations throughout the entire course of work. 1.2.13 Arrangements to assure that no public or private road is closed except by expressed written permission of the owner. 1.2.14 The work shall be conducted to assure the least possible obstruction to traffic. Utilizing approved signs, barricades, lights, and flagmen where necessary for the safety of the public must protect all obstructions within traveled roadways, 1.2.15 The Fire and Police Departments shall be notified before closing any street or portion thereof and shall be notified when the streets are again passable for emergency vehicles. Operations shall be conducted with the least interference to fire equipment access, and at no time prevent such access. 1.2.16 Provisions for use of approved temporary storage enclosures, if necessary, of the various sizes required for the protection of materials. Combustible materials (paints, solvents, fuels, etc.) shall be stored in a well -ventilated enclosures separate from the other buildings. 1.2.17 Provisions for the construction of temporary storage yards for the storage of materials that are not subject to damage by weather conditions. Materials shall be stored on pallets or racks off the ground. No private property area adjacent to the site shall be used for storage of the contractor's equipment and materials except by expressed written permission of the property owner. 1.2.18 Arrangements for a Pre -Construction Conference to review plans and specifications and schedule with the Contractor, Subcontractors and personnel from the owner and engineer, as well as the Contractor's Project Superintendent, and others as necessary. 1.2.19 Temporary construction or staging easements, if applicable, and any associated permits. 1.2.20 Sedimentation and soil erosion control or barriers for the entire project period not covered specifically by line item elsewhere in the Contract Documents. 1.2.21 Compliance with all requirements of the Federal Trench Safety Act. 1.3 Method of Measurement The quantity of mobilization to be paid under this Item shall be a lump sum amount for all labor, material, tools, equipment and incidentals necessary to mobilize. 1.4 Basis for Payment The lump sum price bid for mobilization shall include all labor, materials, tools equipment and incidentals necessary to furnish bonds and insurance, site security, staging temporary cffice, safety equipment, surveying temporary facilities and utilities, shop drawings, submittals, erosion, sediment and dust control. Request for payment for this item shall be based on a schedule of values submitted by the Contractor and approved by the Engineer. Partial release for payment under this Bid Item shall be based on receipts of paid invoices for the various tasks performed. Final release for payment under this Bid Item shall be at the Uon of the ._. • '� ENI) OF SEC'T'ION Had Itrnt No U1 - Mohd,i.unx, Mcaiutcmcnt & piww<<t I I +..:. I I II I I lk I .bl'l I III%<. V.a,. 4 r.'. I e.4J....I•_I., , It4 I..�'.. vl M.�.&,ru 6. Bid Item No. 02 - Furnish & Install PVC Water Main 1.1 Scone of Work Under the above Item, the Contractor shall provide all labor, materials, equipment and incidentals necessary to furnish and install Polyvinyl Chloride (PVC) water main as shown on the contract drawings, as specified herein or as directed by the Engineer, including but not limited to: the excavation for the pipe trench, together with the disposal of all excess materials, bedding, bracing, sheeting, and dewatering, the furnishing and installation of the PVC pipe, the backfilling of the pipe trenches, hydrostatic testing, disinfecting, maintaining uninterrupted flow of existing utilities, providing access to driveways at all times, constructing and maintaining all bridges required for traffic control, cleaning the site of the work location and protection of utilities, structures, trees, shrubs and lawns, and all other work required for the complete installation of the water main. 1.2 Materials and Method All water mains shall be installed at locations shown on the contract drawings and as directed by the Engineer. Refer to the Technical Specifications for explicit sections that shall also be considered as part of Bid Item No. 02 - Furnish & Install PVC Water Main in their entirety: 1.3 Method of Measurement The quantity of PVC water main to be measured for payment under this Item shall be the actual number of lineal feet of pipe laid as measured installed and shall not include the length of fittings, valves, and the spigot end of the pipe that is inserted into the bell or mechanical joint. 1.4 Basis for Payments The unit price bid per lineal foot of PVC water main shall include: excavation of the water main trench; disposal of excess material; sheeting and bracing; dewatcring; protection and support of existing utilities such as telephone, water, sewers, electric lines, and all other piping and conduits that may be encountered in the work; furnishing and installation of the PVC pipe and accessories; concrete thrust blocks and pipe supports together with backfilling and compaction of the trench; removal and replacement of fencing and signs; removal and protection of existing trees and shrubs; maintenance of traffic, hydrostatic testing, disinfecting, bacteriological analysis; protection and repair of underground electrical wiring and traffic detectors; and all other material, labor, tools, equipment, and incidentals necessary to complete the work. * *END OF SECTION * * wd k. . Iw VI - I nm& l 4.4l K'4 W. Ym Il.ara..a.l i 14,a F 11W w U I Il IIY-i M .I!.I I ■ Mil. hoj * Ane.aa h,.,.7, Nrrwad *4 IW1I Ed M►+ W ,e.� Bd k.r A.. 'J I+.r.b A MuY Kl' Y rn N..M Bid Item No. 03 - Furnish Driveway Bore 1.1 Scope of Work Under the above Item, the Contractor shall provide all labor, materials, equipment and incidentals necessary to furnish a driveway bore for the indicated pipe size as shown on the contract drawings, as specified herein and as directed by the Engineer, including but not limited to: the excavation for the insertion pit, receiving pit and pipe trench, together with the disposal of all excess materials, bracing, sheeting and dewatering, the backfilling of the insertion and receiving pits, hydrostatic testing, maintaining uninterrupted flow of existing utilities, providing access to driveways at all times, constructing and maintaining all bridges required for traffic control, cleaning the site of the work location and protection of utilities, structures, trees, shrubs and lawns, and all other work required for furnishing the driveway bore. 1.2 Materials and Method All Driveway Bores shall be provided at locations shown on the contract drawings and as directed by the Engineer. Refer to Technical Specifications for explicit sections that shall also be considered as part of Bid Item No. 03 - Furnish Driveway Bore in their entirety. 1.3 Method of Measurement The length of Driveway Bores to be measured for payment under this item shall be the actual number of lineal feet of driveway bore provided. 1.4 Basis for Payment The unit price bid per lineal foot of Driveway Bore shall include all material, equipment, supplies, fuel, labor, sheeting and bracing, insertion and receiving pits, excavation, dewatering, backfilling, compaction, restoration, furnishing the driveway bore, end connection, protection and support of existing utilities such as telephone, water, sewers, gas, electric lines, and all other piping and conduits that may be encountered in the work; concrete thrust blocks; protection of existing trees and shrubs; maintenance of traffic; and all other material, labor, tools, equipment, and incidentals necessary to complete the work. Note: The water main to be installed within the driveway bore is not to be included in the unit price for driveway bores. The water main for the driveway bore is to be included in the unit price for water mains. * * END OF SECTION * * MW h M. e1 heir n w "dw Mrur..a+ • irsr k 1 +.•1'Itt II', .1 M.1V 1 k1(. Y..,f,l. A•r.,aw R..f... Y.ra..d V.f..I,. Y.,. h.qr.. 1117•..1 .t 1,q„�1►w�..n ia,M� Bid Item No. 04- Install Ductile Iron Fittings for Water Service 1.1 Scone of Work Under the above Item, the Contractor shall provide all labor, materials and equipment, and incidentals necessary to furnish and install cement mortar lined and seal coated ductile iron (Dl) fittings with a bituminous coated outside, as shown on the drawings, as specified herein and as directed by the Engineer, including but not limited to: excavation, disposal of excess materials, bracing, sheeting and dewatering, the furnishing and installation of the DI fittings, bolts, nuts, gaskets, backfill, hydrostatic testing, concrete thrust blocks, maintaining uninterrupted flow in existing utilities, location and protection of utilities, and all other work required for the complete installation of the DI fittings. 1.2 Materials and Method All DI fittings shall be installed at locations shown on the contract drawings, as required to meet minimum water/sanitary and storm sewer separation distances and as directed by the Engineer. Refer to the Technical Specifications that shall also be considered as part of Bid Item No. 04 - Install Ductile Iron Fittings for Water Service in their entirety. 1.3 Method of Measurement The quantity of ductile iron fittings to be measured for payment under this Item shall be the actual weight of fittings installed, The weight of glands, gaskets, nuts, washers, bolts and other accessories will not be measured for payment. The weight of Ductile Iron fittings shall be as published in ANSI/AWWA CI1O/A21.10 for standard fittings and ANSI/AWWA C153 for compact fittings. 1.4 Basis for Payment The unit price bid per ton of ductile iron fitting shall include the furnishing and installation of the fitting, glands, gaskets, bolts, nuts, washers and other accessories, excavation and backfill, concrete thrust blocks, hydrostatic testing, disinfecting, maintaining uninterrupted flow in existing utilities, location and protection of utilities, sheeting and bracing, de -watering, disposal of excess materials, and all other material, labor, tools, equipment and incidentals necessary to complete the work.. " * ENU OF SECTION " A NJ 1.<v An 4 Y..J 1'.,.4 4.. 1 ue.j. I.. %. I 14O1.. lilt! I n t N[i1NI I *IM(. P., I. - A ------ P.yea.. W. 4*,.rf ..bdn,vr Yn... N.ar. ht t( P.'; b.. d... .d W K. -.n L- W l..$ Ilw,{ t. I *t. Bid Item No. 05 - Making Connection to Exlstrna Main 1.1 Scope of Work Under the above Item, the Contractor shall provide all labor, materials, equipment and incidentals necessary to make connection to existing mains where shown on the contract drawings, as specified herein and as directed by the Engineer, including but not limited to: excavation, disposal of all excess materials, bracing, sheeting and dewatering, the furnishing and installation of the pipe, fittings and appurtenances, backfilling, compaction, hydrostatic testing, shutting down portions of the system, maintaining uninterrupted flow of existing utilities, providing access to driveways at all times, constructing and maintaining all bridges required for traffic control, cleaning the site of the work location and protection of utilities, structures, trees, shrubs and lawns, and all other work required for making the connections. 1.2 Materials and Method All connections shall be made at locations shown on the contract drawings and as directed by the Engineer. The Contractor shall make connections to existing mains by interruption of service only where approved by Engineer. When any main is shut off for such purpose, the work on the connection shall be carried on continuously by the Contractor and with all possible dispatch until the main is again returned to active service. The Contractor shall provide the necessary labor to make the shutdown. The Contractor may be required, in order to comply with the requirements of the Engineer, to perform his work during the evening or early morning hours of the day. In the event this requirement is necessary, the Contractor shall comply and perform his work at no additional cost other than the unit price per connection bid for this Bid Item. The Contractor shall furnish and install all necessary sleeves, fittings, valves, pipe, tic rods, nuts, bolls, washers and accessories as required for a complete and ready to operate installation. The Contractor shall dispose of, off the site of the work, all -existing pipe and fittings that have been removed. Any valves and valve boxes, which have been removed, shall be delivered to a location designated by the Engineer or disposed of off the site if so directed by the Engineer. Refer to the Technical Specifications that shall also be considered as part Bid Item No. 05 - Making Connection to Existing Main in their entirety. 1.3 Method of Measurement The number of connections to existing water lines to be measured for payment under this Item shall be the actual number of connections made where shown on the drawings and as directed by the Engineer. 1.4 Basis for Payments The unit price bid for making each connection shall include: removing existing fittings; excavation and backfill thereof; disposal of excess material; sheeting and bracing; dewatering; protection and support of existing utilities such as telephone, water, sewers, electric lines, and all other piping and conduits that may be encountered in the work; furnishing and installing pipe connection fittings; including nuts, bolts, gaskets, washers; concrete thrust blocks and pipe supports together with backfilling and compaction; removal and protection of existing trees and shrubs; maintenance of traffic, hydrostatic testing, and all other material, labor, tools, equipment, and incidentals necessary to complete the work * * END OF SECTION lid kw►.a l®oaoi.iw i ,ia.. 1\ Ih ' I '.1, P,,.t.h Aav,..1la.yC.i.YNw•wd Wdn n.i N♦ N I i.d .1n•a6.i .cr lW Ye., A..M Wylrr•�v I Bid Item No. 06 - Install Temporary Water Main Jumper 1.1 Scope of Work Under the above Item, the Contractor shall provide all labor, materials, equipment and incidentals necessary to furnish and install temporary water main jumper as shown on the contract drawings, as specified herein or as directed by the Engineer, including but not limited to: the excavation for the pipe trench, together with the disposal of all excess materials, bedding, bracing, sheeting, dewatering, the furnishing and installation of the jumper assembly, including tap, gate valve, Reduced pressure zone device (RPZ), backfilling of the pipe trenches, hydrostatic testing, disinfecting, maintaining uninterrupted flow of existing utilities, providing access to driveways at all times, constructing and maintaining all bridges required for traffic control, cleaning the site of the work location and protection of utilities, structures, trees, shrubs and lawns, and all other work required for the complete installation of the water main. 1.2 Materials and Method All temporary water main jumpers shall be installed at locations shown on the contract drawings and as directed by the Engineer. Refer to the Technical Specifications for explicit sections that shall also be considered as part of Bid Item No. 06 - Install Temporary Water Main Jumper in their entirety: 1.3 Method of Measurement The quantity of temporary water main jumpers to be measured for payment under this Item shall be the actual number of temporary water main jumpers as measured installed. 1.4 Basis for Payments The unit price bid per temporary water main jumper shall include: excavation of the water main trench; disposal of excess material; sheeting and bracing; dewatering; protection and support of existing utilities such as telephone, water, sewers, electric lines, and all other piping and conduits that may be encountered in the work; furnishing and installation of the jumper assembly and accessories; concrete thrust blocks and pipe supports together with backfilling and compaction of the trench; removal and replacement of fencing and signs; protection of existing trees and shrubs; maintenance of traffic, hydrostatic testing, disinfecting, bacteriological analysis; protection and repair of underground electrical wiring and traffic detectors; and all other material, labor, tools, equipment, and incidentals necessary to complete the work. i ` • END OF SECTION * H./ 4. Ii.. 1* La..:l l..g..+r, 4 w.. Maw i.a�n �I.r..,.,..r A (.l'111 111 I M drl l M'aM Nyaai 1'I Irv; l Id 6.. ►d ...•., ltd I.'.. e I. art I.,.., ll.. M. ►.oT..1... Bid Item No. 07 - Furnish & Install Water Service 1.1 Scope of Work Under the above Item, the Contractor shall provide all labor, materials, equipment and incidentals necessary to furnish and install water service line as shown on the contract drawings, as specified herein or as directed by the Engineer, including but not limited to: the excavation for the pipe trench, together with the disposal of all excess materials, bedding, sleeve, bracing, sheet, and dewatering, the furnishing and installation of the water service (meter box, connection, and associated appurtenances), the backfilling of the pipe trenches, hydrostatic testing, maintaining uninterrupted flow of existing utilities, providing access to driveways at all times, constructing and maintaining all bridges required for traffic control, cleaning the site of the work location and protection of utilities, structures, trees, shrubs and lawns, and all other work required for the complete installation of the service line. 1.2 Materials and Method All water services shall be installed at locations shown on the contract drawings and as directed by the Engineer. Refer to Technical Specifications for explicit sections that shall also be considered as part of Bid Item No, 07 - Furnish & Install Water Service in their entirety. 1.3 Method of Measurement The quantity of water services to be measured for payment under this Item shall be the actual number of services (single short, single long, double short, double long) as measured 1.4 Basis for Payments The unit price bid per water service shall include: excavation of the water main trench; disposal of excess material; sheeting and bracing; dewatering; protection and support of existing utilities such as telephone, water, sewers, electric lines, and all other piping and conduits that may be encountered in the work; furnishing and installation of the water service (meter box, connection, and associated appurtenances); concrete thrust blocks and pipe supports together with backfilling and compaction of the trench; removal and replacement of fencing and signs; removal and protection of existing trees and shrubs; maintenance of traffic, hydrostatic testing, bacteriological analysis; protection and repair of underground electrical wiring and traffic detectors; and all other material, labor, tools, equipment, and incidentals necessary to complete the work. End of Section * * ar k.� w. u. 1.rr.b a I.,..1., �....� W... a P. {'� U� I I r, I I11 I M..1r11 RiM, Ny..,. Ar.14, $.,. 4 ;.i.{{ y. . Bid Item No. 08 - Install NRS Resilient Seated Gate Valve 1.1 Scone of Work Under the above Item, the Contractor shall provide all labor, materials and equipment, and incidentals necessary to furnish and install NRS resilient seated gate valves as shown on the drawings, as specified herein and as directed by the Engineer, including but not limited to: excavation, disposal of excess materials, bracing, sheeting and dewatering, the furnishing and installation of the gate valve, bolts, nuts, gaskets, valve box and cover, concrete box pad, extension, backfill, hydrostatic testing, concrete thrust blocks, maintaining uninterrupted flow in existing utilities, location and protection of utilities, and all other work required for the complete installation of resilient seated gate valves. 1.2 Materials and Method All valves shall be installed at locations shown on the contract drawings, as required to meet minimum water/sanitary and storm sewer separation distances and as directed by the Engineer. Refer to Technical Specifications for explicit sections that shall also be considered as part of Rid Item No. 08 - Install NRS Resilient Seated Gate Valve in their entirety. 1.3 Method of Measurement The quantity of resilient seated gate valves to be measured for payment under this Item, shall be the actual number of valves installed. The weight of glands, gaskets, nuts, washers, bolts and other accessories will not be measured for payment. 1.4 Basis for Payments The unit price bid per resilient seated gate valve shall include: excavation, disposal of excess materials, bracing, sheeting, dewatering, the furnishing and installation of gate valve, bolts, nuts, gaskets, valve box and cover, concrete valve box pad, backfill, hydrostatic testing, concrete thrust blocks, maintaining uninterrupted flow in existing utilities, location and protection of utilities, and all other work required for the complete installation of resilient seated gate valves. * * End of Section * * IMI Ym No W Moil NR% R —hem .o. (i , Wake War M •tt?a { L,k.., IiIII II\ -1 N.1'.11•I%(, I5.y.... 1.v:..r... Y.ye...Nnl...,,.d d.....o. l ,Il,. Naas N•y...•1'(1'-413 bJdo,Erl a.—b.J U.N. w I.o.1I kk.4o..r.y � Ire %'de L. Bid Item No. 09 - Install Fire Hydrant Assembly 1.1 Scope of Work Under the above Item, the Contractor shall provide all labor, materials and equipment, and incidentals necessary to furnish and install fire hydrant assembly as shown on the drawings, as specified herein and as directed by the Engineer, including but not limited to: excavation, cutting pavement, disposal of excess materials, bracing, sheeting and dewatering, the furnishing and installing of a dry -barrel traffic hydrant, bolts, nuts, gaskets, gate valve, valve box and cover, concrete box pad, extension, backfill, hydrostatic testing, concrete thrust blocks, blue reflective roadway markers (raised pendent monument -RPM), maintaining uninterrupted flow in existing utilities, location and protection of utilities, and all other work required for the complete installation of the fire hydrant assembly. When necessary, hydrants shall be provided with extensions including stem, shear pins and accessories to maintain the pumper connection 18 inches above finished grade. 1.2 Materials and Method All fire hydrants shall be installed at locations shown on the contract drawings, as required to meet minimum water/sanitary and storm sewer separation distances and as directed by the Engineer. Refer to Technical Specifications for explicit sections that shall also be considered as part of Bid Item No. 09 - Install Fire Hydrant Assembly in their entirety. 1.3 Method of Measurement The quantity of fire hydrants to be measured for payment under this Item, shall be the actual number of fire hydrants installed. The weight of glands, gaskets, nuts, washers, bolts and other accessories will not be measured for payment. 1.4 Basis for Payment The unit price bid per fire hydrant assembly installed shall include: excavation, disposal of excess materials, bracing, sheeting and dewatering, the furnishing and installation of the gate valve, valve box and cover, bolts, nuts, gaskets, extension, backfill, hydrostatic testing, concrete thrust blocks, maintaining uninterrupted flow in existing utilities, location and protection of utilities, and all other work required for the complete installation of fire hydrant assemblies. The restoration of pavement shall be made under another bid item. * * End of Section * * I bd k.. Mr W . 4rd I rr H,�slr A,.erial, Iloervorre • P,. I III in 4,,..__ -- II IY pw; II.d#wid atw N+r h.w li.W Wa711rr II�W A...4I. Bid Item No. 10 - Asphalt Restoration Over Full Trench Width 1.1 Scope of Work 1.2 Under the above Item, the Contractor shall provide all labor, materials, equipment and incidentals necessary for the replacement of asphalt cement for full trench width that may be ordered by the Engineer. The limits of asphalt restoration will be determined by the Engineer. The work shall include saw cutting of asphalt concrete or concrete, excavation of all materials, backfill and compaction of subgrade, installation of asphaltic concrete, disposal of all excess materials, providing access to driveways at all times, constructing and maintaining all bridges required for traffic control, cleaning the site of the work location and protection of utilities, structures, trees, shrubs and lawns and all other work required for the complete installation of the asphalt concrete. 1.2 Materials and Method Asphalt concrete shall be installed at locations shown on the contract drawings and as directed by the Engineer. 1.3 Method of Measurement The quantity of asphalt cement to be measured for payment this item shall be the actual number of square yards of asphalt concrete as measured installed. Refer to Technical Specifications for explicit sections that shall also be considered as part of Bid Item No. 10 - Asphalt Restoration Over Full Trench Width in their entirety. 1.4 Basis for Payment The unit price bid per square yard of asphalt concrete includes: saw cutting, excavation of all materials, and debris; disposal of excess material; protection and support of existing utilities such as telephone, water, sewers, electric lines, and all other utilities and structures that may be encountered in the work; the backfilling and compaction of the subgrade, removal, relocation, and replacement of roadway signs (if neccssary);protection of existing trees and shrubs; maintenance of traffic; and all other material, labor, tools, equipment, and incidentals necessary to complete the work. End of Section Hid Ilan No 10 - Aspluh Kesioi bewn Over Full Trerkh Width Mc&%utcincna & Patiuicue I' w, 4XA"V1.(S 101)11 FM %1K Bid Item No. 11 - Lawn Restoration (Topsoil and Sod] 1.1 Scope of Work Under the above Item, the Contractor shall provide all labor, materials, equipment and incidentals necessary to restore lawn disturbed by construction and as shown on the contract drawings, as specified herein and as directed by the Engineer, including but not limited to: furnishing and installing sod, fertilizer, topsoil, water, grading, cutting, preparation of planting area, cleaning the site of the work location and protection of utilities, structures, trees, shrubs and lawns, and all other work required for the complete installation of the sod. 1.2 Materials and Method All topsoil and sod shall be installed at locations as specified herein and where directed by the Engineer. Refer to Technical Specifications for explicit sections that shall be considered to be a part of Bid Item No. 11 - Lawn Restoration (Topsoil and Sod in their entirety. The Contractor shall be responsible for the proper protection and maintenance of the sodded areas until a satisfactory uniform stand of grass has been established (minimum of two cuttings). Where sod fails to grow properly, the Contractor shall resod at his/her own expense, until satisfactory to the Engineer. 1.3 Method of Measurement The quantity of lawn restoration (topsoil and sod) to be measured for payment under this Item shall be the actual number of square yards of sod laid as measured installed. 1.4 Basis for Payments The unit price bid per square yard of sod shall include: furnishing and installing topsoil, sod, water, grading, cutting, preparation of planting area, protection of existing trees and shrubs; maintenance of traffic, and all other material, labor, tools, equipment, and incidentals necessary to complete the work. End of Section Bid Ilan No I I I aNn Ke ioialloIi (Topwd and Sod) Measwemenl & Paynrn! t'nlrnes•I ITI1.11"Y-UN(aINI-1.RJ 4CPoo)mIs - Assessnlenl Peolrcts`-W IN0..Q S'divnhoii PetiINMi V.'Al,•, Piol,•,I II(P092I bid docskbsd I i l.aw n Kru x anwt I iopscrl aesd Sod ) du Bid Item No. 12 - Demobilization 1.1 Scope of Work Under this Item, the Contractor shall provide all labor materials, equipment and incidentals necessary to furnish maintenance bond, record drawings, final close out documents, site cleanup, removal of all temporary facilities and services, final inspection, activation of all water, storm and sanitary sewer systems, and final report. 1.2 Materials and Method 1.2.1 All closeout documents, submittals, and deficiencies in the work shall be corrected. 1.2.2 The Contractor shall dismantle and remove from the project site all temporary facilities and services along with construction equipment, tools and similar elements. 1.2.3 The Owner and Contractor shall make a final closeout inspection, a list of noted deficiencies shall be prepared and the Contractor shall correct all deficiencies. 1.2.4 The Contractor shall prepare a final report within thirty (30) calendar days following the final closeout inspection for submission to the Owner. The report, structured to enable the reader to cross- reference with ease, shall include all written results, analysis, data, reports, and records and any other information deemed necessary. The Contractor shall supply an original and seven (7) copies to the Owner. 1.2.5 The Contractor closeout procedures shall begin when all waste materials are removed. 1.2.6 The Owner shall make a preliminary inspection after the Contractor provides a written notice indicating that all the specified conditions have been met and the work is 100% complete. 1.3 Method of Measurement The quantity of demobilization to be paid under this Item shall be a lump sum amount for all labor, materials, tools, equipment and incidentals necessary to demobilize. The lump stun price bid for demobilization shall include all labor, materials, tools, equipment and incidentals necessary to furnish surety bond, submit all contract closeout documentation, record drawings, and final report, removal of temporary facilities and services, removal of equipment, tools, and incidentals. 1.4 Basis for Payment Request for payment shall be based on percentage of work completed under this bid item. The Engineer will retain two times (2x) the value of any work remaining (still outstanding) until the project is 100% complete. * * END OF SECTION * Bid Item No 12 . Lknhabluaewn Wa�Iwcnwnt & Pa}mera 114&..('IU11%-II.t1WIIIIM.Myw+.-Aw..rrI'.pa.Yarrr.IWnrMWN.hp.. IIP" Id4..I.da, Id b. .is I`i a. Did Item No. 13 - Record Drawings 1,1 Scope of Work Under this Item, the Contractor shall furnish all labor, materials, equipment and incidentals necessary to furnish a complete set of record drawings in three formats. 1.2 Materials and Method Project Record Drawings 1.2.1 The Contractor shall keep one record copy of all Specifications and Drawings at the site in good order and annotated to show all changes made during the construction process. These shall be available to the Engineer for examination and shall be delivered to the Engineer for the Owner upon completion of the Work. 1,2.2 Documents shall be stored in the Contractor's field office apart from documents used for construction. The Contractor shall provide files and racks for storage of documents. Documents shall be maintained in a clean, dry, legible condition and in good order. Record drawings shall not be used for construction purposes. 1.2.3 Each document shall be labeled "RECORD DRAWING" in neat, large printed letters. Information shall be recorded concurrently with construction progress. No work shall be concealed until required information is recorded. Drawings shall be legibly marked to record actual construction information on: 1) Depth of various elements of foundation in relation to finished first floor datum; 2) Horizontal and vertical locations of underground utilities and appurtenances, referenced to permanent surface improvements; 3) Location of internal utilities and appurtenances concealed in the construction, referenced to visible and accessible features of the structure; 4) Field changes of dimension and detail; 5) Changes made by Field Order or by Change Order. 6) Details not on original contract drawings. 1.2.4 A Professional Land Surveyor, who is licensed in the State of Florida, must obtain all horizontal and vertical record information. Information must be signed and sealed by the licensed Surveyor. All deviations from the original designs shall be noted, highlighted, and/or ballooned. In order to transfer redline changes from hard copy to electronic format in AutoCad. Contractor shall obtain the services of a CADD Technician with a minimum of at least three (3) years experience. 1.2.5 Contractor shall each month send updated reproductions of Record Drawings to the ingineer/Owner. Contractor's Payment shall be contingent upon monthly receipt of Record Drawings. At contract closeout, Record Drawings, in both hard copy and electronic format, shall be delivered to the Engineer for the Owner. The submittal shall be accompanied with a transmittal letter in duplicate, containing: hid [tail N I K d Dr w,n s & Yi)f cnI l , III'. ■. A-..rst#,. ,WrrwwA. . rr,tMa.r Y„n t1.r, 14 Mi+tlid �►.►.i ire Yl W.. r.. U Date Project title and number Contractor's name and address Title and number of each Record Document Signature of Contractor or his authorized representative Filenames, with x -referenced files noted 1.2.6 The submittals shall include but not necessarily be limited to two (2) copies of Record Drawings, in all of the following forms: 1) copies in electronic format, in AutoCAD Release 12 or 13. 2) 8 reproductions, hard copy, on 24" x 36" sheet(s). 3) 8 reproductions, hard copy, on 11" x 17" sheet(s). 1.2.7 The same print layers and print fields used in the original Drawings given to Contractor by Engineer/Owner shall be used for the Record Drawings in the AutoCAD program. 1.3 Engineer's/Owner's Responsibility 2.1 The Engineer or the Owner shall provide Drawings in all of the following forms to the Contractor prior to the Project: 1) 1 electronic format, in AutoCAD Release 12 or 13. 2) 1 hard copy, on 24 x 36 sheet(s). 3) 1 hard copy, on 11 x 17 sheet(s). 1.4 Method of Measurement The amount to be paid under this [tern, shall be a lump sum amount for all labor, materials, tools, equipment and incidentals necessary to produce a complete set of record drawings. 1.5 Basis for Payment The lump sum price bid shall include all labor, materials, tools, equipment and incidentals necessary to furnish a complete set of record drawings in the three specified formats. Request for payment for this Item, shall be based on percentage of work completed. The Engineer will retain two times (2x) the value of any work remaining (still outstanding) until the project is 100% complete. * * END -OF -SECTION * * Hid 1 tcn1 Nu I I - Hati"rd t),.R in t0,uirir1n11 k P.Iv -I. 1.11111% 1 N.i.m1 R i'.f. ltiptal, A..a Wh:gr.IsYNry{iidnsa hide WIN P —S,. !/!'w:1 1•... S.., ki 1i....a:. (UGC01(X0.FMT):aa SECTION 01060 REGULATORY REQUIREMENTS AND NOTIFICATION PART I- GENERAL 1.01 PERMITS REQUIRED A. Florida Department of Environmental Protection: The general permit from the Florida Department of Environmental Protection (FDEP) for the project is being obtained. B. INDIAN RNER COUNTY: The Contractor, along with the Utilities Department, must obtain right-of-way permit(s) from Indian River County prior to initiating construction. It typically requires one week processing time to receive a right-of-way permit. There is no processing fee for the permit. One set of construction plans must be submitted along with a permit application to the Indian River County Engineering Department. Some of the conditions of the County right-of-way permits are as follows: Applicant shall not begin construction of any kind in the County right-of-way prior to application and issuance of a valid pennit by Indian River County. Any area disturbed in the County right-of-way must be restored by applicant to a condition equal to or better than existing just prior to construction, including but not limited to compaction, grading, paving, seeding and mulching, sodding, etc., as the case may be. The quality of construction, materials, and workmanship shall be in accordance with County standards. All disturbed areas shall be restored within 48 hours after excavation. Applicant shall notify the County Engineering Division at least 48 hours prior to the placement of concrete, paving of asphalt, installation of culverts, or backfilling of trenches, so that the County may inspect installations as necessary. Applicant shall further notify the County in writing of its request for final inspection and approval at the completion of the permitted activity. 4. The applicant shall assume responsibility for all maintenance, replacement, or removal of any right-of-way improvement authorized by this permit; and applicant further agrees by acceptance of this permit to indemnify and save harmless the County, its officers, employees, or agents, from any damages, claims, causes of action, or losses, whether for personal injury, loss of life or property damage, arising from the actions or omissions of applicant, its 1060-1 officers, agents, or employees, associated with the placement, maintenance or removal of installations authorized by this permit. The applicant agrees to use all reasonable care under the given circumstances to assure that members of the traveling public are not unreasonably inconvenienced nor endangered by the activities conducted hereunder, including the use of reflectorized barriers, warning signals, flagmen, or other prudent measures. 5. The validity of this permit is contingent upon applicant obtaining necessary permits from any other agencies having jurisdiction. Issuance of this permit does not relieve applicant of liability for trespass to private property. 6. This permit shall be considered a license only, for the limited purpose of installation, placement, and maintenance of the improvements specified on the face hereof, and does not convey any other right, title, or interest of the County in the subject right-of-way property. 7. Applicant agrees to remove or alter such installations without objection or cost to the County as the County may direct, at any time and within a reasonable time after receipt of direction by the County Engineer or his authorized representative. 8. Applicant is cautioned that electrical, water and sewer, or other installations or utilities may be located within the construction area, and applicant shall use diligent efforts to first detect and locate all such installations, and shall coordinate construction with all other lawful users of said right-of-way. Applicant shall be liable in every manner for all damages proximately resulting from its interference with or interruption of services provided by other lawful right-of- way users. 9. In cases where a concrete driveway is to extend to a paved road, that portion of the driveway from property line to the edge of the road pavement shall be a minimuin thickness of six (6) inches. If the road is unpaved, the concrete/asphalt driveway shall not extend beyond the property line. C. Other Pennits Required: The Contractor is responsible for obtaining any discharge permits that may be required by local drainage districts. iIi NOTIFICATION I_______ A. Indian River Comity: "Ihe Contractor is required to notify the Indian River 1060-2 County Utilities Department 48 hours prior to initiating construction (Aaron Bowles, 561-567-8000 x1822). The Contractor is required to notify the Indian River County Road and Bridge Department 72 hours prior to blocking any County roads or detouring any traffic (Jim Davis, P.E., 561- 567-8000, Extension 245). B. Utility Companies: Contractor shall notify the following known utility companies in the area 48 hours prior to initiating construction: U.N.C.L.E., 1-800-432-4770 Southern Bell Telephone,W.G. Gallagher, 561-468-5538 TCI Cablevision, Craig Bowers, 561-567-3444 Ext. 51 C. The Contractor shall give the Engineer not less than seven (7) calendar days notice of the time and place (or places) where he will start the work. D. When the Contractor's excavating operations encounter prehistoric remains or artifacts of historical or archeological significance, the operations shall be temporarily discontinued in that area and the Engineer shall be notified. The Engineer will consult archaeological authorities and determine the disposition of the remains or artifacts. The Contractor agrees that he will make no claim for additional payment or for extension of time because of any delays in or alteration of his procedure due to removal of any such remains or artifacts. PART 2- PRODUCTS Not applicable PART 3- EXECUTION Not applicable END OF SECTION 1060-3 (UGCO1090.FMT):aa SECTION 01090 REFERENCE STANDARDS PART I - GENERAL 1.01 REQUIREMENTS INCLUDED Abbreviations and acronyms used in Contract Documents to identify reference standards. 1.O2 QUALITY ASSURANCE A. Application: When a reference, comply recommendations stated when requirements are Documents, or applicab standards. standard is specified by with requirements and in that standard, except modified by the Contract Le codes establish stricter B. Publication Date: The publication in effect on the date of issue of Contract Documents, except when a specific publication date is specified. 1.03 ABBREVIATIONS, NAMES, AND ADDRESSES OR ORGANIZATIONS A. Obtain copies of reference standards direct from publication source, when needed for proper performance of work, or when required for submittal by Contract Documents. B. The following, as appropriate to project, is a list of referenced standards and their mailing addresses for requesting copies of standards: AA Aluminum Association 818 Connecticut Avenue, NW Washington, D.C. 20006 AABC Associated Air Balance Council 1000 Vermont Avenue, NW Washington, D.C. 20005 AASHTO American Association of State Highway and Transportation Officials 444 North Capitol Street, NW Washington, D.C. 20001 01O90-1 I, ACI American Concrete Institute Box 19150 Redford Station Detroit, MI 48219 ADC Air Diffusion Council 435 North Michigan Avenue Chicago, IL 60611 Al Asphalt Institute Asphalt Institute Building College Park, MD 20740 AISC American Institute of Steel Construction 1221 Avenue of the Americas New York, NY 10020 AISI American Iron and Steel Institute 1000 16th Street, NW Washington, D.C. 20036 AMCA Air Movement and Control Association 30 West University Drive Arlington Heights, IL 60004 ANSI American National Standards Institute 1430 Broadway New York, NY 10018 ARI Air Conditioning and Refrigeration Institute 1815 North Fort Myer Drive Arlington, VA 22209 ASHRAE American Society of Heating, Refrigerating and Air Conditioning Engineers 345 East 47th Street New York, NY 10017 ASME American Society of Mechanical Engineers 345 East 47th Street New York, NY 10017 ASPA American Sod Producers' Association Association Building Ninth and Minnesota Hastings, NE 68901 01090-2 ASSE American Society of Sanitary Engineers 960 Illuminating Building Cleveland, OH 44113 ASTM American Society for Testing and Materials 1916 Race Street Philadelphia, PA 19103 AWI Architectural Woodwork Institute 2310 South Walter Reed Drive Arlington, VA 22206 AWPA American Wood -Preservers' Association 7735 Old Georgetown Road Bethesda, MD 20014 AWS American Welding Society 2501 NW 7th Street Miami, FL 33125 AWWA American Water Works Association 6666 W. Quincy Avenue Denver, CO 80235 CDA Copper Development Association 57th Floor, Chrysler Building 405 Lexington Avenue New York, NY 10017 CLFMI Chain Link Fence Manufacturers' Institute 1101 Connecticut Avenue Washington, D.C. 20036 CRSI Concrete Reinforcing Steel Institute 180 North LaSalle Street, Suite 2110 Chicago, IL 60601 FDOT Florida Department of Transportation Haydon Burns Building 605 Suwannee Street Tallahassee, FL 32301 FM Factory Mutual System 1151 Boston -Providence Turnpike Norwood, MA 02062 01090-3 FS Federal Specifications General Services Administration Specifications and Consumer information Distribution Section (WFSIS) Washington Navy Yard, Bldg. 197 Washington, D.C. 20407 GA Gypsum Association 1603 Orrington Avenue Evanston, IL 60201 MFMA Maple Flooring Manufacturers' Association __ 2400 East Devon, Suite 205 Des Plaines, IL 60018 MIL Military Specification Naval Publications and Forms Center 5801 Tabor Avenue Philadelphia, PA 19120 MLSFA Metal Lath/Steel Framing Association 221 North LaSalle Street Chicago, IL 60601 NAAMM National Association of Architectural Metal Manufacturers 221 North LaSalle Street Chicago, IL 60601 NEBB National Environmental Balancing Bureau 8224 Old Courthouse Road Vienna, VA 22180 NEMA National Electrical Manufacturers' Association 2101 L Street, NW Washington, D.C. 20037 NFPA National Fire Protection Association 470 Atlantic Avenue Boston, MA 02210 NFPA National Forest Products Association 1619 Massachusetts Avenue, N`! Washington, D.C. 20036 01090-4 NOFMA National Oak Flooring Manufacturers' Association 804 Sterick Building Memphis, TN 38103 NSF National Sanitation Foundation NSF Building 3475 Plymouth Road Ann Arbor, MI 48106 NSWMA National Solid Waste Management Association 1120 Connecticut Avenue, NW Washington, D.C. 20036 NTMA National Terrazzo and Mosaic Association 3166 Des Plaines Avenue Des Plaines, IL 60018 PCA Portland Cement Association 5420 Old Orchard Road Skokie, IL 20076 PCI Prestressed Concrete Institute 20 North Wacker Drive Chicago, IL 60606 PS Product Standard U.S. Department of Commerce Washington, D.C. 20203 RCSHSB Red Cedar Shingle and Handsplit Shake Bureau 515 116th Avenue Bellevue, WA 98004 SDI Steel Deck Institute Box 3812 St. Louis, MO 63122 SDI Steel Door Institute 712 Lakewood Center North Cleveland, OH 44107 SIGMA Sealed Insulating Glass Manufacturers' Association 111 East Wacker Drive Chicago, I1 60601 01090-5 SJI Steel Joint Institute 1703 Parham Road, Suite 204 Richmond, VA 23229 SMACNA Sheet Metal and Air Conditioning Contractors' National Association 8224 Old Courthouse Road Vienna, VA 22180 TCA Technical Aid Series Construction Specifications Institute 1150 Seventeenth Street, NW Washington, D.C. 20036 TCA Tile Council of America, Inc. Box 326 Princeton, NJ 08540 UL Underwriters' Laboratories, Inc. 333 Pfingston Road Northbrook, IL 60062 PART 2 - PRODUCTS Not Applicable PART 3 - EXECUTION Not Applicable END OF SECTION 01O90-6 (UGC01152.FMT):aa SECTION 01152 APPLICATIONS FOR PAYMENT PART 1 - GENERAL 1.01 REQUIREMENTS INCLUDED Submit Applications for Payment to Engineer in accordance with the schedule established by Conditions of the Contract and Agreement between Owner and Contractor. 1.02 RELATED REQUIREMENTS A. In other parts of the Construction Documents: 1. Agreement between Owner and Contractor 2. General Conditions of the Contract 3. Article 14 - Payments to Contractor and Completion B. Specified in Other Sections: 1. Section 01000: Description of Work 2. Section 01700: Contract Closeout 1.03 FORMAT AND DATA REQUIRED A. Submit itemized applications typed in a format approved by Engineer. All applications for payment must be numbered, dated, and signed by the Contractor. B. Provide itemized data on payment application (format, schedules, line items and values accepted by Engineer) 1.04 PREPARATION OF APPLICATION FOR EACH PROGRESS PAYMENT A. Application Form: 1. Fill in required information, including that for Change Orders executed prior to the date of submittal of application 2. Fill in summary of dollar values 3. Execute certification with the signature of a responsible officer of the Contract firm 4. Have resident project representative review and sign application prior to submission to Engineer 1.05 SUBSTANTIATING DATA FOR PROGRESS PAYMENTS A. When the Owner or the Engineer requires substantiating data, Contractor shall submit suitable information, with a cover letter identifying: 1. Project 2. Application number and date 3. Detailed list of enclosures 4. For stored products: a. Item number and identification b. Description of specific material B. Submit one copy of data and cover letter for each copy of application 1.06 PREPARATION OF APPLICATION FOR FINAL PAYMENT A. Application for payment is required for progress payments B. Only one application will be acceptable in any one month 1.07 SUBMITTAL PROCEDURE A. Submit Applications for Payment to Engineer at the times stipulated in the Agreement B. Number: Four copies of each progress Application C. When Engineer finds the Application properly completed and correct, he will transmit the applications for payment to the Owner PART 2 - PRODUCTS Not applicable G�:ltil.l<c-*:i210112a r•]1 Not applicable END OF SECTION 01152-2 (UGC01153.FMT)aa SECTION O1153 CHANGE ORDER PROCEDURES PART 1 - GENERAL 1.O1 REQUIREMENTS INCLUDE A. Promptly implement change order procedures. :L. Provide full written data required to evaluate changes. 2. Maintain detailed records of work done on a time-and-material/force account basis. 3. Provide full documentation to Engineer on request. B. Designate in writing the member of Contractor's organization: 1. Who is authorized to accept changes in the Work. 2. Who is responsible for informing others in the Contractor's employ of the authorization of changes in the Work. C. Owner will designate in writing the person who is authorized to execute Change Orders. 1.02 RELATED REQUIREMENTS A. The amount of established unit prices. B. Conditions of the Contra; 1. Methods of determining cost or credit to owner resulting from changes in Work made on a time and materials basis. 2. Contractor's claims for additional costs. C. Section 01152: Applications for payment. D. Section 01310: Construction schedules. E. Section 01370: Schedule of Values. F. Section 01720: Project Record Documents. L.O3 DEFINITIONS A. Change Order: See General Conditions 01153 1 1.04 PRELIMINARY PROCEDURES A. Owner or Engineer may initiate changes by submitting a proposal Request to Contractor. Request will include the following: 1. Detailed description of the Change, Products, and location of the change in the Project. 2. Supplementary or revised Drawings and Specifications. 3. The projected time span for making the change, and a specific statement as to whether overtime work is, or is not, authorized. 4. A specific period of time during which the requested price will be considered valid. 5. Such request is for information only, and is not an instruction to execute the changes, nor to stop work in progress. B. Contractor may initiate changes by submitting a written notice to Engineer, containing: 1. Description of the proposed changes. 2. Statement of the reason for making the changes, 3. Statement of the effect on the Contract Sum and the Contract Time. 4. Statement of the effect on the work of separate contractors. 5. Documentation supporting any changes in Contract Sum or Contract Time, as appropriate. 1.05 CONSTRUCTION CHANGE AUTHORIZATION A. In lieu of Proposal Request, Engineer may issue a "Work Directive Change" for Contractor to proceed with a change for subsequent inclusion in a Change Order. B. Authorization will describe changes in the work, both additions and deletions, with attachments of revised Contract Documents to define details of the change. C. Owner and Engineer will sign and date the Work Directive Change as authorization for the Contractor to proceed with the changes. 1.06 DOCUMENTATION OF PROPOSALS AND CLAIMS A. Support each quotation for a lump sum proposal, and O1153-2 for each unit price which has not previously been established, with sufficient substantiating data to allow Engineer to evaluate the quotation. B. On request, provide additional data to support time and cost computation including the following: 1. Labor required. 2. Equipment required. 3. Products required. a. Recommended source of cost. b. Quantities required. 4. Taxes, insurance bonds. 5. Credit for work deleted similarly documented. 6. Overhead and profit. 7. Justification for any change purchase and unit from Contract, in Contract Time. C. Support each claim for additional costs, and for work done on a time-and-material/force account basis, with documentation as required for a lump sum proposal, plus the following additional information: 1. Name of the Owner's authorization agent who ordered the work, and date of the order. 2. Dates and times work performed, and by whom. 3. Time record, summary of hours worked, and hourly rates paid. 4. Receipts and invoices for: a. Equipment used, listing dates and times of use. b. Products used, listing quantities. c. Subcontracts, D. Document requests for substitutions for Products as specified in Section O1600. 1.07 PREPARATION OF CHANGE ORDERS A. Engineer will prepare each Change Order. B. Form: Change Order format provided in the Contract Documents. C. Change Order will describe changes in the Work, both additions and deletions, with attachments of revised Contract Documents to deline details of change. D. Change Order will provide an accounting of the adjustment in the Contract Sum and in the Contract Time. 01153-3 1.08 1.09 LUMP SUM/FIXED PRICE CHANGE ORDER A. Content of Change Orders will be based on either: I. Engineer's Proposal Request and Contractor's responsible Proposal as mutually agreed upon between owner and Contractor. 2. Contractor's Proposal for a change, as recommended by Engineer, B. Owner and Engineer will sign and date the Change order as authorization for the Contractor to proceed with the changes. C. Contractor shall sign and date the Change Order to indicate agreement with the terms therein. UNIT PRICE CHANGE ORDER A. Content of Change Orders will be based on, either: 1. Engineer definition of the scope of the required changes. 2. Contractor's Proposal for a change, as recommended by Engineer. 3. Survey of completed work. B. The amount of the unit prices shall be: 1. Those stated in the Agreement. 2. Those mutually agreed upon between Owner and Contractor. C. When quantities of each of the items affected by the Change Order can be determined prior to start of the work: 1. Owner and Engineer will sign and date the Change Order as authorization for Contractor to proceed with the changes. 2. Contractor shall sign and date the Change Order to indicate agreement with the terms therein. D. When quantities of the items cannot be determined prior to start of the work: 1. Engineer or owner will issue a Change Order directing Contractor to proceed with the change on the basis of unit prices, and will cite the applicable unit prices. 01153-4 2. At completion of the change, Engineer will determine the cost of such work based on the unit prices and quantities used. a. Contractor shall submit documentation to establish the number of units of each item and any claims for a change in Contract Time, 3. Engineer will sign and date a second Change Order to establish the change in Contract Sum and in Contract Time. 4. Owner and Contractor will sign and date the second Change Order to indicate their agreement with the terms therein. 1.10 TIME AND MATERIAL/FORCE ACCOUNT CHANGE ORDER/CONSTRUCTION CHANGE AUTHORIZATION A. Engineer and owner will issue a Work Directive Change directing Contractor to Proceed with the changes on a time-and-material/force account basis. B. At completion of the change, Contractor shall submit itemized accounting and supporting data as provided in the Article "Documentation of Proposals and Claims" of this section. C. Engineer will determine the allowable cost of such work, as provided in General Conditions and Supplementary Conditions. D. Engineer will sign and date the Change Order to establish the change in Contract Sum and in Contract Time. E. Owner and Contractor will sign and date the Change Order to indicate their agreement therein. 1.11 CORRELATION WITH CONTRACTOR'S SUBMITTALS A. Contractor shall periodically revise Schedule of Values and Request for Payment forms to record each change as a separate item of Work, and to record the adjusted Contract Sum. B. Contractor shall periodically revise the Construction Schedule to reflect each change in Contract Time. 1. Revise subschedules to show changes for other items of work affected by the changes. 01153-5 II C. Upon completion of work under a Change Order, enter pertinent changes in Record Documents. PART 2 - PRODUCTS Not applicable PART 3 - EXECUTION Not applicable END OF SECTION 01153-6 (UGC01201.FMT) :aa SECTION 01201 PRECONSTRUCTION CONFERENCE PART 1 - GENERAL 1.01 REQUIREMENTS INCLUDED A. Engineer shall schedule and administer the preconstruction conference and shall perform the following duties: 1. Prepare agenda for meeting. •- 2. Give notice of meeting three days in advance of meeting date. 3. Make physical arrangements for meeting. 4. Preside at meeting. 5. Record the minutes which shall include all significant proceedings and decisions. 6. Reproduce and distribute copies of minutes within fifteen (15) working days after meeting. Minutes shall be distributed to all participants in the meeting and to all parties affected by decisions made at the meeting. 1.02 RELATED REQUIREMENTS A. Section 01000: Description of Work. B. Section 01311: Construction Schedule. C. Section 01340: Shop Drawings, Product Data and Samples. D. Section 01720: Project Record Documents. E. Section 01730: Operating and Maintenance Data. 1.03 PRECONSTRUCTION CONFERENCE A. Engineer will schedule meeting with Contractor, Owner and other affected parties. B. Location of the preconstruction meeting: the project site or a nearby office to be selected by Owner/Engineer. O12O1-1 C. D. Attendance: 1. Owner/Owner's representative. 2. Engineer/Engineer's representative and his professional consultants. 3. Contractor/Contractor's superintendent. 4. Local utilities representatives. 5. Local government agencies representative. Agenda: 1. Record of Attendance. 2. Project Summary Description. 3. Local Utilities to be affected. a. Water lines b. Sewer lines c. Gas lines d. Telephone lines e. Cable TV lines f. Electric lines g. Highways h. Railroads 4. Contractor Responsibilities: a. Start date b. Completion date c. Liquidated damages d. Contract amount e. Work schedule f. Space utilization g. Rights -of -Way occupancy h. Progress Payment Application i. As-builts (Records/Drawings) j. Photographs k. Shop drawings 1. Subcontractors m. Project coordination n. Guarantee, Warranties, Manuals 5. Owner Responsibilities: a. Property and right-of-way b. Monthly meetings c. Special meetings d. Partial and final payment e. Change Orders f. Periodic site visits g. Public announcements and h. Project acceptance Maintenance purchase public relations O11O1-2- 6. Engineer Responsibilities: a. Technical representative of Owner b. Interpreter of contract documents C. Periodic inspections of job progress d. Reviews partial and final payment applications e. Prepares Change Orders f. Checks and approves shop drawings g. Reviews record/drawings h. Performs final inspection and issues certificate of completion 7. Resident Inspector Responsibilities: a. Engineer's and Owner's representative on site b. Review materials and work and reports any deficiencies to Engineer c. Reviews applications for payment d. Works with Contractor on public notification of work items e. Attends progress meetings f. Observes testing work g. Maintains daily diary of work tasks h. Furnishes reports to Engineer as deemed advisable PART 2 - PRODUCTS Not Applicable. PART 3 -- EXECUTION Not Applicable. END OF SECTION 0t7�01- 3 (UGC01311.FMT):aa SECTION 01311 CONSTRUCTION SCHEDULES PART 1 - GENERAL 1.01 REQUIREMENTS INCLUDED A. Promptly after award of the Contract, Contractor shall prepare and submit to the Engineer estimated construction progress for the Work, with subschedules of related activities which_ are essential to its progress. B. Coordinate the work and scheduling with and around other contractors and individual trades performing work on the Project. C. Submit revised progress schedules with each application for payment. D. Progress Schedule shall become part of Contract Documents after approval by Engineer. 1.02 RELATED REQUIREMENTS A. In other parts of the Contract Documents: 1. General Conditions: a. Articles 2 and 6 - Schedules, Reports, and Records b. Sections 6.1 and 6.2 - Supervision by Contractor c. Article 15 - Supervision of Work, Termination, and Delay B. Specified in other sections: 1. Section 01000: Description of Work 2. Section 01201: Preconstruction Conference 3. Section 01340: Shop Drawings, Product Data, and Samples 1.03 FORM OF SCHEDULES A. Prepare schedules in the form of a horizontal bar chart as follows: 01311-1 1. Provide separate horizontal bar for each trade or operation 2. Horizontal time scale: Identify the first work day of each week 3. Scale and spacing: To allow space for notations and future revisions 4. Minimum sheet size: 11" x 17" B. Format of listings: The chronological order of the start of each item of work C. Identification of listings: By major specification section numbers 1.04 CONTENT OF SCHEDULES A. Construction Progress Schedule shall: 1. Show the complete sequence of construction by activity 2. Show the dates for the beginning and completion of each major element of construction; specifically list: a. Subcontractor work b. Utility construction c. Restoration 3. Show projected percentage of completion for • each item, as of the first day of each month 1.05 PROGRESS REVISIONS A. Indicate progress of each activity to date of submission B. Show changes occurring since previous submission of Schedule: 1. Major changes in scope 2. Activities modified since previous submission 3. Revised projections of progress and completion 4. Other identifiable changes C. Provide a narrative report as needed to define: 1. Problem areas, anticipated delays, and the impact on the schedule 2. Corrective action recommended, and its effect 3. The effect of changes on schedules of other prime contractors 01311-2 1.06 SUBMISSIONS A. Submit initial schedules within ten (10) days after award of Contract; Engineer will review schedules for information only. B. Submit revised progress schedules with each application for payment. C. Submit the number of opaque reproductions which the Contractor requires, plus two (2) additional copies; one for Owner and one for Engineer. 1.07 DISTRIBUTION A. Distribute copies of approved schedules to: 1. Job site file 2. Subcontractors 3. Other concerned parties B. Instruct recipients to report promptly to the Contractor, in writing, any problems anticipated by the projections shown in the schedule PART 2 - PRODUCTS Not applicable PART 3 - EXECUTION Not applicable END OF SECTION 01311-3 11 (UGC01340.FMT):aa SECTION 01340 SHOP DRAWINGS, PRODUCT DATA AND SAMPLES PART 1 - GENERAL 1.01 REQUIREMENTS INCLUDED A. Submit Shop Drawings, Product Data, Samples and Certificates required by the Contract Documents. B. Review and approval by Contractor of submitted material. 1.02 RELATED REQUIREMENTS A. In other parts of the Contract Documents: 1. Definitions and Additional Responsibilities of Parties: a. General Conditions of the Contract (1) Sections 6.23 - 6.28: Shop Drawings. B. Specified in other sections: 1. Section 01311: Construction Schedules. 2. Section 01720: Record Documents C. Designate in the construction schedule, or in separate coordinated schedule, the dates for the submission and the dates that reviewed Shop Drawings, Product Data and Samples will be needed. 1.03 SHOP DRAWINGS A. Drawings shall be presented in a clear and thorough manner. 1. Details shall be identified by reference to sheet and detail or schedule shown on Contract Drawings. B. Minimum sheet size: manufacturer's standard; adequate to clearly illustrate. 01340-1 1.04 PRODUCT DATA A. Preparation: 1. Clearly mark each copy to identify applicable products, models, options, and other data. 2. Show performance characteristics and capacities. 3. Show dimensions and clearances required. 4. Show wiring or piping diagrams and controls. B. Manufacturer's standard schematic drawings and diagrams: 1. Modify drawings and diagrams to .-delete information which is not applicable to the work. 2. Supplement standard information to provide information specifically applicable to the work. 3. Include manufacturer's installation instructions when required by the Specifications Section. 1.05 SAMPLES A. Office Samples: Limit to items requiring color, pattern and similar selections and shall be sufficient size and quantity to clearly illustrate: 1. Full range of color, texture and pattern 2. Submit samples for selection of finishes within sixty (60) days after date of Agreement, or when directed by Engineer B. Field Samples and Mock -Ups: 1. Functional characteristics of the product, with integrally -related parts and attachment devices 2. Contractor shall erect, at the Project Site, at a location acceptable to the Engineer 3. Size of Area: that specified in the respective specification section 4. Fabricate each sample and mockup complete and finished 5. Include identification on each sample, giving full information 6. Remove samples at conclusion of Work, or when acceptable to the Engineer 01340-2 1.06 MANUFACTURER'S CERTIFICATES A. Submit Certificates, in duplicate, in accordance with requirements of each specification section 1.07 CONTRACTOR RESPONSIBILITIES A. Review Shop Drawings, Product Data and Samples prior to submission B. Determine and verify: 1.Field measurements 2.Field construction criteria 3.Catalog numbers and similar data 4.Conformance with specifications C. Coordinate each submittal with requirements of the work and of the Contract Documents. D. Notify the Engineer in writing at the time of submission of ANY AND ALL DEVIATIONS in the submittals from requirements of the Contract Documents. All of the Contractor's comments and notations shall be in red ink. E. Begin no fabrication of work which requires submittals until return o€ submittals with Engineer's approvalk 1.08 SUBMISSION REQUIREMENTS A. Make submittals promptly in accordance with approved schedule, and in such sequence as to cause no delay in the work of any other Contractor. B. Number of submittals required: 1. Shop Drawings: Submit the number of opaque reproductions which the Contractor requires, plus four (4) copies which will be retained by the Engineer 2. Product Data: Submit the number of copies which the Contractor requires, plus four (4) which will be retained by the Engineer 3. Samples: Submit the number stated in each specification section 01340-3 C. Submittals shall contain: 1. The date of submission and the dates of any previous submissions 2. The project title and number 3. Contract identification 4. The name of: a. Contractor b. Supplier c. Manufacturer 5. Identification of the project, with specification section number •- 6. Field dimensions, clearly identified as such 7. Relation to adjacent or critical features of the Work or materials 8. Applicable standards, such as ASTM or Federal Specification numbers 9. Identification of deviations from Contract Documents 10. Identification of revisions on resubmittals. 11. An 8" x 3" blank space for Contractor and Engineer stamps 12. Contractor's stamp or review and approval, initialed or signed, certifying to review of submittal, verification of products, field measurements and field construction criteria, and coordination of the information within the submittal with requirements of the work and of Contract Documents 1.09 RESUBMISSION REQUIREMENTS A. Make any corrections or changes in the submittals required by the Engineer and resubmit until approved. B. Shop Drawings and Product Data: 1. Revise initial drawings or data, and resubmit as specified for initial submittal. 2. Indicate any changes which have been made other than those requested by the Engineer. C. Samples: Submit new samples as required for initial submittal. 01340-4 1.10 DISTRIBUTION A. Distribute reproductions of Shop Drawings and copies of Product Data which carry the Engineer's stamp of review to: 1. Job site file 2. Record Documents file 3. Other affected contractors 4. Subcontractors 5. Supplier or fabricator B. Distribute samples which carry the Engineer's stamp of approval as directed by the Engineer. 1.11 ENGINEER'S DUTIES A. Review submittals with reasonable promptness and in accordance with schedule. B. Affix stamp and initials / signature, and indicate requirements for resubmittal, or review without comments of submittal. All of Engineer's comments shall be made in green ink C. Return submittals to Contractor for distribution, or for resubmission PART 2 - PRODUCTS Not applicable PART 3 - EXECUTION Not applicable END OF SECTION 0l340-5 (UGCO1381.EMT):aa SECTION 01381 AUDIO-VISUAL DOCUMENTATION PART I - GENERAL 1.01 DESCRIPTION OF WORK Prior to commencing the Work, the Contractor shall have a continuous color audio -video tape recording taken along the entire length of the Project to serve as a record of preconstruction conditions. The preconstruction swale elevations shall be recorded at 100' intervals. 1.02 APPROVAL No construction shall begin prior to review and acceptance of the tapes covering the construction area by the Owner or Engineer. The Engineer shall have the authority to reject all or any portion of a videotape not conforming to specifications and order that it be redone at no additional charge. The Contractor shall reschedule unacceptable coverage within five (5) days after being notified. The Engineer shall designate those areas, if any, to be omitted from or added to the audio -video coverage. Tape recordings shall not be made more than thirty (30) days prior to beginning of construction in any area. All tapes and written records shall become property of Owner. The tapes shall be delivered to the Owner as soon as possible after recording. 1.03 QUALITY ASSURANCE The Contractor shall engage the services of a professional electrographer. The color audio -video tapes shall be prepared by a responsible commercial firm known to be skilled and regularly engaged in the business of preconstruction color audio -video tape documentation. O1381-1 PART 2 - PRODUCTS 2.01 GENERAL All equipment, perform this Contractor. 2.02 QUALITY accessories, materials, and labor to service shall be furnished by the The total audio -video system shall reproduce bright, sharp, clear pictures with accurate colors and shall have minimal distortion, tearing, rolls, or other imperfections. The audio portion of the recording shall reproduce the commentary of the camera operator with proper volume and clarity and be free from distortion and interruptions. 2.03 CAMERA The color video camera used in the recording system shall have a horizontal resolution of 300 lines at center, a luminance signal-to-noise ratio of 45 dB, and a minimum illumination requirement of 25 foot candles. 2.04 TAPES Audio -video tapes shall be new. Reprocessed tapes will not be acceptable. The tapes shall be one-half inch, high energy, extended still frame capable videocassette, shall be interchangeable with the color videocassette player, and shall be compatible for playback with the player -receiver. PART 3 - EXECUTION 3.01 VIDEOTAPING PROCEDURES A. Each tape shall begin with the current date, project name, and municipality, and be followed by the general location; i.e., name of street, house address, viewing side, and direction of progress. The audit track shall consist of an original live recording. The recording shall contain the narrative commentary. B. All video recordings must, by electronic means, display continuously and simultaneously generate, with the actual taping, transparent digital 01381-2 information to include the date and time of recording, and station numbers, if shown on the Drawings. The date information shall contain the month, day, and year. The time information shall contain the hour, minute, and second. Additional information shall be displayed periodically. Such information shall include, but not be limited to, project name, contract number, name of street, house address, direction of travel, and the viewing side. The transparent information shall appear on the screen. C. All taping shall be done during times of good visibility. No taping shall be done during precipitation, mist, or fog. The recording shall be done only when sufficient sunlight is present to properly illuminate the subjects of recording and to produce bright, sharp video recordings of those subjects. D. The rate of speed in the general direction of travel of the vehicle used during taping shall not exceed 44 feet per minute. Panning, zoom -in, and zoom -out rates shall be sufficiently controlled to maintain a clear view of the object. E. Tape coverage shall include all surface features located within the zone of influence of construction supported by appropriate audio coverage. Such coverage shall include, but not be limited to, existing driveways, sidewalks, curbs, pavements, ditches, mailboxes, landscaping, culverts, fences, signs, and headwalls within the area covered. F. When conventional wheeled vehicles are used, the distance from the camera lens to the ground shall not be more than twelve (12) feet. In some instances, audio -video tape coverage may be required in areas not accessible by conventional wheeled vehicles. Such coverage shall be obtained by walking or special conveyance approved by the Engineer. END OF SECTION 01381-3 (UGC01410.FMT):aa SECTION 01410 TESTING LABORATORY SERVICES PART 1 -- GENERAL 1.01 REQUIREMENTS INCLUDED A. Owner may employ and pay for the services of an independent testing laboratory to perform certain specified testing in addition to what is called for in the Contract Documents. Owner shall pay for all additional testing. 1. Contractor shall cooperate with the laboratory to facilitate the execution of its required services. 2. Employment of the laboratory shall in no way relieve Contractor's obligations to perform the work of the Contract. B. Contractor will employ and pay for the services of an independent testing laboratory to perform certain specified testing. All testing described in the Contract Documents shall be paid for by the Coptractor. 1.02 RELATED REQUIREMENTS A. General Conditions of the Contract: Inspections and testing required by laws, ordinances, rules, regulations, orders or approvals of public authorities. B. Respective sections of specifications: Certification of Products. 1.03 QUALIFICATION OF LABORATORY A. Meet "Recommended Requirements for Independent Laboratory Qualification", published by American Council of Independent Laboratories. B. Meet basic requirements of ASTM E329, "Standards of Recommended Practice for Inspection and Testing Agencies for Concrete and Steel as Used in Construction." C. Authorized to operate in the State in which the Project is located. 01410-1 C D. Submit copy of report of inspection of facilities made by Materials Reference Laboratory of National Bureau of Standards during the most recent tour of inspection, with memorandum of remedies of any deficiencies reported by the inspection. E. Testing Equipment: 1. Calibrated at reasonable intervals by devices of accuracy traceable to either: a. National Bureau of Standards b. Accepted values of national physical constants 1,.O4 LABORATORY DUTIES A. Cooperate with Engineer. and Contractor; provide qualified personnel after due notice. B. Perform specified inspections, sampling, and testing of materials and methods of construction: 1. Comply with specified standards 2. Ascertain compliance of materials with requirements of Contract Documents C. Promptly notify Engineer and contractor of observed irregularities or deficiencies of work or products. D. Promptly submit written report of each test and inspection; one copy each to Engineer, Owner, and Contractor, and one copy to Record Documents File. Each report shall include: 1. Date issued 2. Project title and number 3. Testing laboratory name, address, and telephone number 4. Name and signature of laboratory inspector 5. Date and time of sampling or inspection 6. Record of temperature and weather conditions 7. Date of test 8. Identification of product and specification section 9. Location of sample or test in the Project 10. Type of inspection or test 11. Results of tests and compliance with Contract Documents 12. Interpretation of test results, when requested by Engineer 01410-2 E. Perform additional tests as required by Engineer or the Owner. 1.05 LIMITATIONS OF AUTHORITY OF TESTING LABORATORY A. Laboratory is not authorized to: 1. Release, revoke, alter, or enlarge on requirements of Contract Documents 2. Approve or accept any portion of the work. 3. Perform any duties of the Contractor 1.06 CONTRACTOR'S RESPONSIBILITIES A. Cooperate with laboratory personnel, and provide access to work and to manufacturer's facilities. B. Secure and deliver to the laboratory adequate quantities of representational samples of materials proposed to be used and which require testing. C. Provide to the laboratory the preliminary design mix proposed to be used for concrete, and other material mixes which require control by the testing laboratory. D. Furnish copies of product test reports as required. E. Furnish incidental labor and facilities: 1. To provide access to work to be tested 2. To obtain and handle samples at the project site or at the source of the product to be tested 3. To facilitate inspections and tests 4. For storage and curing of test samples F. Notify laboratory, in advance of operations to allow for laboratory assignments of personnel and scheduling of tests. PART 2 - PRODUCTS Not applicable. PART 3 - EXECUTION Not applicable. END OF SECTION 01410-3 (UGC01510.FMT):aa SECTION 01510 TEMPORARY UTILITIES PART 1 - GENERAL 1.01 REQUIREMENTS INCLUDED A. Furnish, install, and maintain temporary utilities required for construction; remove on completion of entire project. B. Provide temperature, ventilation, and lighting requirements, if applicable, as specified in each individual section. 1.02 RELATED REQUIREMENTS Section 01000: Summary of Work 1.03 REQUIREMENTS OF REGULATORY AGENCIES A. Comply with National Electric Code. B. Comply with federal, state, and local codes and regulations, and with utility company requirements. PART 2 - PRODUCTS 2.01 MATERIALS (GENERAL) Materials may be new or used, but must be adequate in capacity for the required usage. They MUST NOT create unsafe conditions, and MUST NOT violate requirements of applicable codes and standards. 2.02 TEMPORARY ELECTRICITY AND LIGHTING A. The Contractor must maintain power to all existing buildings and areas. B. The Contractor is responsible for providing and paying for all power required for his operations. Contractor shall make arrangements with Owner for temporary power. 01510-1 r. C. Contractor is responsible for arranging power for his office trailer(s), power tools, etc., at his own expense. The contractor shall pay the costs of all power used. D. Provide POWER CENTERS for miscellaneous tools and equipment used in the work: 1. Weatherproof distribution box with minimum of four 20 amp., 120 volt grounded outlets 2. Locate so that power is available at any point of use with minimum 100 -foot CONSTRUCTION -TYPE power cords 3. Provide circuit breaker protection for each outlet E. Provide adequate artificial lighting for all areas of work, when natural light is not adequate for work, and for areas accessible to persons other than Contractor's employees. F. If Contractor requires service other than specified above, he shall arrange for, provide maintenance, and pay all costs incurred. 2.03 TEMPORARY WATER Contractor shall make arrangements with Owner for all temporary water at the project site. Contractor shall pay for all temporary water required for his operations. A. Contractor shall provide temporary sanitary facilities in compliance with laws and regulations. B. Contractor shall provide for regular service, cleaning, and maintenance of temporary facilities and. enclosures. A. Comply with applicable requirements specified in Section 02670 - Submersible Wastewater Pumping Station, as well as state and local codes. S. Maintain and operate systems to ensure continuous service. 01510-2 3.02 REMOVAL A. Completely remove temporary materials and equipment when their use is no longer required. B. Clean and repair damage caused by temporary installations or use of temporary facilities. C. Restore existing facilities used for temporary services to specified, or to original, condition. END OF SECTION 01510-3 (UGCO1560.FMT):aa SECTION 01560 TEMPORARY CONTROLS PART 1 - GENERAL 1.01 REQUIREMENTS INCLUDED A. Furnish, install, and maintain temporary control facilities required for construction; remove on completion of entire project any features not intended to remain on the project site. B. Provide noise control, dust control, water control, debris control, pollution control and erosion control as specified in the appropriate sections of these documents. 1.02 REQUIREMENTS OF REGULATORY AGENCIES A. Comply with federal, state, and local codes and regulations and utility company requirements. B. Comply with Department of Transportation requirements. PART 2 -- PRODUCTS 2.01 MATERIALS (GENERAL) A. Materials may be new or used, but must be adequate in capacity and quality for the required usage, MUST NOT create unsafe conditions and MUST NOT violate requirements of applicable codes and standards. 2.02 TEMPORARY NOISE CONTROL A. Mechanical equipment shall be fitted with mufflers to reduce noise from internal combustion type engines. B. Bells, sirens, alarms, etc., shall be adjusted to provide adequate warnings to personnel on the project site; however, they shall be regulated to an intensity that is amenable to the neighboring communities. 01560-1 C. Exterior construction work noises shall be kept to a minimum during evening, night, and early morning hours. In addition, weekend and holiday noises shall be limited to acceptable levels. D. in addition to on -site noise control, noise considerations shall be made to off -site vehicles and equipment (mobilization, demobilization, deliveries, etc.). 2.03 TEMPORARY DUST CONTROL Dust formed as a result of the construction shall be controlled by the Contractor. Cleaning of work areas and application of dust control materials are the most effective methods of dust control. 2.04 TEMPORARY WATER CONTROL A. The flow of water through the construction site shall be controlled by the Contractor such that it does not damage any constructed items; however, it shall be diverted and channeled to effectively leave the site as soon as possible. Puddling and pounding on the site is not permitted. 13. Water shall be controlled such that it does not enter excavated areas, nor is deposited on or against constructed features. 2.O5 TEMPORARY DEBRIS CONTROL A. Provision shall be available adequate debris that is to Containers should blowing paper, pli around and off the made by each Contractor to have containers to hold any and all be generated from the project. be covered to prevent wind istic, and lightweight products site. P. Instructions shall be given to personnel to utilize the trash containers. Containers shall be placed in convenient places at the site. At least once per week, a thorough cleaning of trash and debris shall be made at the construction site. An acceptable method of disposal shall be employed. 1:111) r -!f i[:(1 01560-2 (UGC01600.FMT):aa SECTION 01600 MATERIAL AND EQUIPMENT PART I - GENERAL 1.01 REQUIREMENTS INCLUDED A. Products B. Workmanship C. Manufacturer's Instructions D. Transportation and Handling E. Storage and Protection F. Substitutions and Product Options 1.02 RELATED REQUIREMENTS A. Section 01000: Summary of Work - Provisions and performance of work under the Contract. B. Section 01090: Reference Standards - Provision and identification of publication sources for referenced standards. C. Section 01340: Shop Drawings, Product Data and Samples -Submittal of manufacturer's drawings, descriptive literature, samples and certificates. D. Section 01710: Cleaning - manufacturer's recommendation and procedures for cleaning. E. Section 01740; Warranties and Bonds -- Form and time of submission. 1.03 PRODUCTS A. Products include material, equipment and systems. B. Comply with specifications and referenced standards as minimum. C. Manufactured and fabricated components required to be supplied in quantity with a Specification section shall be the same, and shall be interchangeable. 01600-1 D. When project is alteration and additional work, DO NOT use materials and equipment removed from existing structure, except as specifically allowed by notation or indication by Contract Documents. 1.04 WORKMANSHIP A. Comply with industry standards except when more restrictive tolerances or specified requirements indicate more rigid standards or more precise workmanship. B. Perform work by persons qualified to produce workmanship of specified quality. C. Secure products in place with positive anchorage devises designed and sized to withstand stresses, vibration, and rocking. 1.05 MANUFACTURERS' INSTRUCTIONS A. When work is specified to comply with manufacturer's printed instructions, obtain and distribute copies to persons involved, and maintain one set at job site in field office. B. Perform work in accordance with manufacturer's instructions and specified requirements. C. Should a conflict exist between Specifications and manufacturer's instructions, consult with Engineer. 1.06 TRANSPORTATION AND HANDLING A. Arrange deliveries of products in accordance with construction schedules; coordinate to avoid delay of progress, conflict with work and with conditions at the site. B. Transport products by methods to avoid product damage; deliver in undamaged condition in manufacturer's unopened containers or packaging, dry. C. Provide equipment and personnel to handle product by methods to prevent soiling or damage. D. Promptly inspect shipments to assure that products comply with requirements, quantities are correct and products are undamaged. 01600-2 1.07 STORAGE AND PROTECTION A. Store products in accordance with manufacturer's instructions, with seals and labels intact and legible. B. Store sensitive products in weather -tight enclosures; maintain within temperatures and humidity ranges recommended/required by manufacturer's instructions. C. For exterior storage of fabricated products, place on sloped supports above ground. Cover products subject to deterioration with impervious sheet covering; provide ventilation to ,avoid condensation. D. Store loose granular materials on solid surfaces in a well -drained area; prevent mixing with foreign matter. E. Arrange storage to provide access for inspection. Periodically inspect to assure products are undamaged, and are maintained under required conditions. F. After installation, provide coverings to protect products from damage from traffic and construction operations, remove when no longer needed. 1.08 PRODUCT OPTIONS A. Within 30 days after date of Contract, submit complete list of major products proposed, with name of manufacturer, trade name and model. B. Options: 1. Products specified only be reference standard: Any product meeting that standard. 2. Product specified by naming several manufacturers: Product of any named manufacturer meeting specifications. 3. Products specified by naming one or more manufacturers and "or equal"; Submit a request fcr substitution for any manufacturer not specifically named. 1.09 SUBSTITUTIONS A. Only within 30 days after date of Contract will Engineer consider requests from Contractor for 01600-3 substitutions. Subsequently, substitutions will be considered only when a product becomes unavailable due to no fault of Contractor. B. Document each request with complete data, drawings and samples as appropriate, substantiating compliance of proposed substitution with Contract Documents including: 1. Comparison of the qualities of the proposed substitution with the specified. 2. Changes required in other elements of the work because of the substitution. 3. Effect on the construction schedule. 4. Cost data comparing the proposed substitution with the product specified. 5. Any required license fees or royalties. 6. Availability of maintenance service, and the source replacement materials. C. Request constitutes a representation that Contractor: 1. Has investigated proposed product and determined that it meets or exceeds, in all respects, specified product. 2. Will provide the same warranty for substitution as for specified product. 3. Will coordinate installation and make other changes which may be required for work to be complete in all respects. 4. Waives claims for additional costs which may subsequently become apparent. D. Substitutions will not be considered when they are indicated or implied on Shop Drawing or Product Data submittals without separate written request, or when acceptance will require substantial revision of Contract Documents. E. Engineer will review to determine acceptability of proposed substitution, and will notify Contractor of acceptance or rejection in writing within a reasonable time. PART 2 - PRODUCTS Not applicable EXECUTION Not applicable END OF SECTION 01600-4 (UGC01700.FMT):aa SECTION 01700 CONTRACT CLOSEOUT PART 1 - GENERAL 1.01 REQUIREMENTS INCLUDED A. Comply with requirements stated in General and Special Conditions of the Contract and in Specifications for administrative procedures in closing out the work. B. Related requirements in other parts of the Contract Documents: 1. Fiscal provisions, legal submittals, and additional administrative requirements; General Conditions of the Documents: a. Paragraph 6.19 - Record Documents b. Paragraph 14.11 - Final Inspection c. Paragraph 14.8 - Substantial Completion d. Paragraph 14.12 - Application for Final Payment e. Paragraph 14.13 - Final Payment and Acceptance f. Paragraph 13.1 - Guarantee of Work C. Related requirements specified in other sections: 1. Section 01710: Cleaning 2. Section 01720: Project Record Documents 3. Section 01730: Operating and Maintenance Data 4. Section 01740: Warranties and Bonds 1.02 SUBSTANTIAL COMPLETION A. When Contractor considers his work is substantially complete, he shall submit to Engineer: 1. A written notice that the work, or designated portion thereof, is substantially complete 2. A list of items to be completed or corrected B. Within a reasonable time after receipt of such notice, Engineer will make an inspection to determine the status of completion. 01700-1 C. Should Engineer determine that the work is not substantially complete: 1. Engineer will promptly notify the Contractor, in writing, giving the reasons 2. Contractor shall remedy the deficiencies in the work, and shall send a second written notice of substantial completion to Engineer 3. Engineer will reinspect the work D. When Engineer concurs that the work is substantially complete, he will: 1. Prepare a Certificate of Substantial Completion, accompanied by a list of items to be completed or corrected 2. Submit the Certificate to Owner and Contractor for their written acceptance of the responsibilities assigned to them in the certificate 1.03 FINAL INSPECTION A. When Contractor considers the work is complete, ne shall submit written certification that: 1. Contract Documents have been reviewed 2.. Work has been inspected for compliance with Contract Documents 3. Work has been completed in accordance with Contract Documents 4. Equipment and systems have been tested in the presence of the Owner's representative and are operational 5. Equipment and systems instructions to owner's personnel have been completed in accordance with Section 01730 6. Work is completed and ready for final inspection B. Engineer will make an inspection to verify the status of completion with reasonable promptness after receipt of such certification. C. Should Engineer consider that the work is incomplete or defective: 1. Engineer will promptly notify the Contractor, in writing, listing the incomplete or defective work 017O0-2 2. Contractor shall take immediate steps to remedy the stated deficiencies, and send a second written certification to Engineer that the work is complete 3. Engineer will reinspect the work uu. When Engineer finds that the work is acceptable under the Contract Documents, he shall request the Contractor to make closeout submittals. 1.04 REINSPECTION FEES Should the Engineer perform reinspection due to failure of the work to comply with the claims of status of completion made by the Contractor, Contractor- will compensate Engineer/Owner for such additional services. 1.05 ADDITIONAL SERVICES Should Engineer be required to provide representation at the site for the administration of the Contract for Construction, more than thirty days after the specified Date of Substantial Completion of the work, Contractor will compensate Engineer for such additional services. 1.06 CONTRACTOR'S CLOSEOUT SUBMITTALS TO ENGINEER A. Evidence of compliance with requirements of governing authorities: Certificate of Occupancy P. Project Record Documents: To requirements of Section 01720 C. Operating and Maintenance Data: Instructions to owner's personnel conforming to requirements of Section 01730 I. Warranties and Bonds: To requirements of Section 01740; also, see Item H below 1. Spare Parts and Maintenance Materials: requirements of each specification section F. Evidence of Payment and Release of Liens: To requirements of General and Supplementary Conditions G. Certificate of insurance for Products a,id completed Operations 01700-1 H. One (1) Year Maintenance Bond I. Certificate of operation from equipment manufacturers 1.07 FINAL ADJUSTMENT OF ACCOUNTS A. Submit a final statement of accounting to Engineer. B. Statement shall reflect all adjustments to the Contract Sum: 1. The original Contract Sum 2. Additions and deductions resulting from: a. Previous change orders b. Allowances c. Unit prices d. Deductions for uncorrected work e. Deductions for liquidated damages f. Deductions for reinspection payments g. Other adjustments 3. Total Contract sum, as adjusted 4. Previous payments 5. Sum remaining due C. Engineer will prepare a final change order, reflecting approved adjustments to the Contract sum which were not previously made by change order. 1.08 FINAL APPLICATION FOR PAYMENT A. Contractor shall submit the final Application for Payment in accordance with procedures and requirements stated in the Conditions of the Contract. PART 2 - PRODUCTS Not applicable PART 3 - EXECUTION Not applicable END OF SECTION 01700-4 (UGC01710.FMTy:aa SECTION 01710 CLEANING PART 1 - GENERAL 1.01 REQUIREMENTS INCLUDED Execute cleaning, during progress of the work, and at completion of the work, as required by General Conditions. 1.02 DISPOSAL REQUIREMENTS Conduct cleaning and disposal operations to comply with codes, ordinances, regulations, and anti -pollution laws. PART 2 - PRODUCTS 2.01 MATERIALS A. Use only those cleaning materials which will not create hazards to health or property and which will not damage finishes and surfaces. B. Use only those cleaning materials and methods recommended by manufacturer of the surface material to be cleaned. C. Use cleaning materials only on surfaces recommended by cleaning material manufacturer. PART 3 - EXECUTION 3.01 DURING CONSTRUCTION A. Execute periodic cleaning to keep the work, the site, and adjacent properties free from adcumulation of waste materials, rubbish, and windblown debris resulting from construction operations. B. Dispose oT waste materials, cartons, crating, debris, and rubbish at designated waste receptacles. C. Contractor shall maintain a broom -cleaned site dL'ring the entire construction phase. 01710-1 I D. For exterior utility work (such as underground pipelines, roadways, service areas, etc.), these shall be cleaned daily. Not less frequently than once weekly. Roadways shall be mechanically broomed. 3.02 DUST CONTROL A. General Contractor shall broom -clean interior spaces prior to the start of completing painting and continue cleaning on an as -needed basis until painting is finished. B. Schedule operations so that dust and other contaminants resulting from the cleaning process will not fall on wet or newly -coated surfaces. 3.O3 FINAL CLEANING A. Remove grease, mastic, adhesives, dust, dirt, stains, fingerprints, labels, and other foreign materials. B. Contractor shall broom -clean paved surface; rake -clean other surfaces of the grounds. C. Prior to final completion, Contractor shall conduct an, inspection of all work areas to verify that the entire work area is clean. END OF SECTION O171O-2 I (UGC01720.EMT):aa SECTION 01720 PROJECT RECORD DOCUMENTS PART 1 - GENERAL. 1.01 REQUIREMENTS INCLUDED A. Contractor shall maintain at the site for the Owner one record copy of the following: 1. Drawings 2. Specifications 3. Addenda 4. Change orders and other modifications to the Contract 5. Engineer field orders or written instructions 6. Approved shop drawings, product data, and samples 7. Field test records B. Related requirements in the other parts of the Contract Documents: General Conditions of the Contract; Section 2 - Schedules, Reports and Records C. Related requirements specified in other sections: Section 01340: Shop Drawings, Product Data and Samples 1.02 MAINTENANCE OF DOCUMENTS AND SAMPLES A. Contractor shall store documents and samples in the field office apart from documents used for construction. 1. Provide files and racks for storage of documents. 2. Provide locked cabinet or secure storage space for storage of samples. B. File documents and samples in accordance with Specifications - Table of Contents. O1720-1 1.03 1.04 C. Maintain documents in a clean, dry, leaible condition and in good order. Do not use record documents for construction purposes. D. Make documents and samples available at all times for inspection by Engineer. MARKING DEVICES A. Provide felt tip marking pens for recording information in the color red. RECORDING (SEE ALSO SPECIAL CONDITIO)S) A. Label each document "PROJECT RECORD" in neat large printed letters. B. Record information concurrently with construction progress. DO NOT conceal or backfill any work until required information is recorded. C. Drawings: Legibly mark to record actual construction: 1. Depths of various elementsrof construction in relation to N.G.V.D. 1929. 2. Horizontal and vertical locations of underground utilities and appurtenances, referenced to permanent surface improvements. 3. Location of internal utilities and appurtenances concealed in the construction, referenced to visible and accessible features of the structure. 4. Field changes of dimension and detail. 5. Changes made by field order or by change order. 6. Details not on original contract drawings. D. Specifications and Addenda: Legibly mark each section to record• 01720--2 1. Manufacturer, trade name, catalog number and supplier of each product and item of equipment actually installed. 2. Changes made by field order or by change order. 1.05 SUBMITTAL A. At Contract close-out, deliver Record Documents to Engineer for the Owner. B. Accompany submittal with transmittal letter in duplicate, containing: 1. Date 2. Project title and number 3. Contractor's name and address 4. Title and number of each Record Document S. Signature of Contractor or his authorized representative 1.06 AS -BUILT SURVEYS A. CONTROL INFORMATION FOR AS -BUILT UTILITY SURVEY WORK 1. All as -built drawings shall state in 1" lettering "AS -BUILT RECORD SURVEY" located in the bottom right hand side of the drawing original and/or copies, along with the as -built date. 2. All as -built surveys shall meet the minimum requirements of the Chapter 61G17, Florida Administrative Code Pursuant to Section 472 of the Florida Statures. All surveys shallbe based on a minimum horizontal control Third Order, "Class 2". 3. All state plane coordinates shall be based on the Florida State Plane Horizontal Data (East Zone); Florida High Precision Geodetic Network (Superstation) and NAD 83/1990 - final adjustment• 4. State plane coordiantes shall be physically tied to a minimum of two known state plane coordiante benchmarks that utilize number 3 above. State plane coordinates shall be shown on survey at benchmarks used. 0172O-3 All elevations shown shall be based on 1929 NGVD. . All incoming as -built survey AUTOCADD drawing files shall be received on 3 1/2" diskette and in state plane coordinated. (NOTE: Prior to submitting the 3 1/2" AUTOCADD diskette, three (3) copies of each survey shall be submitted for review and approval. After all approvals, a signed and sealed Mylar reproducible along with two (2) signed and sealed copies of each survey shall be submitted. All as -built survey drawings shall be tied to a minimum of one permanent reference monuments (P.R.M.). Every 1400 feet if available and tied to a minimum of two section corners or one section corner and one 1/4 section corner which ever is closest to the project. H. All as -built survey drawings shall be calculated in a Cogo package for future G.I.S. Information. The Cogo used shall meet the Cngc requirements set forth by the Departm?nt of Utility Services. Ail as-builts surveys shall include a minimum of two (2) existing or established benchmarks for vertical control every 1,400 feet shown on all surveys. 10. Horizontal Control Monumentation (if required) for utility lines shall he a minimum of two (2) points at a maximum of 1,400 feet between points and shown on all surveys. 11. All utility as -built construction located within the right-of-ways, easements and alike shall be tied to the respective right-of-ways, easements, etc., every 1,000 feet and change of direction. 12. All utility as -built construction located within one mile of the Indian River County Global Positioning System (G.P.S.) control project shall be ties from that nearest G.P.S. point andinto the closest constuction site Permanent Reference Monument (P.R.M.), if available. This does not eliminate Item No. 7 above. 13. All as-builts shall clearly depict as -built utility lines that were constructed along with all easements. As-builts will not be accepted unless 01720-4 the verbage "PROPSED" and/or "TO BE have been revised to read "AS -BUILT'. drawings with construction terminolog accepted. PART 2 - PRODUCTS Not applicable PART 3 -'EXECUTION Not applicable END OF SECTION 01720-5 y CONSTRUC'T'ED" Constuction will not be (UGC01740.FMT):aa SECTION 01740 WARRANTIES AND BONDS PART 1 - GENERAL 1.01 REQUIREMENTS INCLUDED A. Compile specified warranties and bonds. B. Compile specified service and maintenance contracts. C. Co -execute submittal when so specified. D. Review submittals to verify compliance with Contract Documents. E. Submit to Engineer for review and transmittal to Owner. 1.02 RELATED REQUIREMENTS A. In other parts of the Contract Documents: 1. Instructional to Bidders: Bid or Proposal Bonds 2. General Conditional of Contract: a. Performance Bond and Labor and Material Payment Bond. b. General Warranty of Construction. B. Specified in other sections: 1. Section 01700: Contract Closeout. 2. Section 01730: Operating and Maintenance Data. 3. Each respective section of Specifications shall have Warranties and Bonds required for specific products. 4. Provisions of Warranties and Bonds, Duration: The respective section of specification which specifies the product. 1.03 SUBMITTAL REQUIREMENTS A. Assemble warranties, bonds and service and maintenance contracts, executed by each of the respective manufacturers, suppliers and subcontractors. B. Number of original signed copies requires: Two each. C. Table of Contents: Neatly typed, in orderly sequence. Provide complete information for each item. 1. Product or work item. 2. Firm, with name of principal, address and telephone number. 01740-1 3. Scope. 4. Date of beginning of warranty, bond or service and maintenance contract. 5. Duration of warranty, bond or service maintenance contract. 6. Provide information for Owner's personnel: a. Proper procedure in case of failure. b. Instances which might affect the validity of warranty bonds. 7. Contractor, name or responsible principal, address and telephone number. 1.04 FORM OF SUBMITTALS A. Prepare in duplicate packets. B. Format: 1. Size a-1/2" X 11" punch sheets for 3 -ring binder. a. Fold larger sheets to fit into binders. 2. Cover: Identify each packet with typed or printed title "WARRANTIES AND BONDS". List: a. Title of project. b. Name of Contractor. C. Binders: Commercial quality, three-ring, with durable and cleanable plastic covers. 1.05 TIME OF SUBMITTALS A. Make submittals within ten days after date of Substantial Completion, prior to final request for payment. B. For items of work, where acceptance is delayed materially beyond the Date of Substantial Completion, provide updated submittal within ten days after acceptance, listing the date of acceptance as the start of the warranty period. 1.06 SUBMITTALS REQUIRED A. Submit warranties, bonds, service and maintenance contracts as specified in the respective sections of Specifications, as appropriate. PART 2 - PRODUCTS Not applicable Part 3 - EXECUTIVE Not applicable END OF SECTION 01740-2 (UGCO2115.FMT):aa SECTION 02115 TREE PROTECTION AND TRIMMING PART 1 GENERAL 1.01 DESCRIPTION OF WORK Only those trees which are in the direct path of construction are to be removed. Contractor shall make every possible effort to save any tree of four -inch diameter or larger, including minor adjustment .to the pipe routing. Changes in pipe routing must be approved by the Engineer. Any tree which is not designated for removal but which will significantly interfere with construction shall be trimmed by a qualified tree surgeon. Contractor shall minimize tree removal and tree trimming operations to as great an extent as possible. 1.02 QUALITY ASSURANCE Engage a qualified tree surgeon to perform the following work: 1. Carefully remove branches from trees as required for new construction; all wounded trees shall be immediately treated. 2. Recommend procedures to compensate for loss of roots and perform initial pruning of branches and stimulation of root growth where removed to accommodate new construction. 3. Perform tree repair work for damages incurred by new construction. 1.03 JOB CONDITIONS Provide temporary fencing, barricades, or guards to protect trees and other plants which are to remain from damage. 02115-1 J PART 2 -- PRODUCTS 2.01 MATERIALS Tree Pruning Compound: Waterproof, antiseptic, elastic, and free of kerosene, coal tar, Creosote, and other substances harmful to plants. Pruned or damaged trees shall be treated with the following: 1. Pine trees (all species..: A mixture of twelve percent (12%) Benzine Hexachloride (BHC) emulsifiable concentrate shall be mixed at the rate of one (1) pint BHC per gallon of 12 fuel oil. Spray damaged area liberally. Spray the rest of the tree from ground level to a height of six feet (6'). Spraying of damaged trees shall be completed within five (5) days after injury occurs. 2. Hardwood (all species except pine): An application of asphalt -type tree pruning paint shall be applied to the damaged area. The paint shall be applied in sufficient quantity so as to form an airtight seal. Spraying or painting of the damaged trees shall be performed within twenty-four (24) hours after the injury occurs. In case of damage to "specimen" hardwoods, the inspecting Engineer may require the Contractor to retain a skilled and licensed tree surgeon to properly treat the damaged tree. No compensation shall be made to the Contractor for treating damaged trees. PART 3 - EXECUTION RW13J��::151�t.10 Protect tree root system from damage due to noxious materials in solution caused by run-off or spoilage during mixing and placement of construction materials, or drainage from stored materials. Protect root systems from flooding, erosion, or excessive wetting resulting from dewatering operations. 3.02 REPAIR AND REPLACEMENT OF' TREES A. Repair trees damaged by construction operations, in a manner acceptable to the Engineer. Make repairs promptly after damage occurs to prevent progressive deterioration of damaged trees. B. Remove and replace dead and damaged trees which are determined by the tree surgeon to be incapable of restoration to normal growth pattern. C. If trees over six inches in caliper measurement (taken 12 inches above grade) are required to be replaced, provide new trees of six inches caliper size, and of the species selected by the Engineer. 3.03 DISPOSAL Removal from Owner's property: Remove excess excavation, displaced trees, and trimmings, and dispose of off the Owner's property in a manner approved by local agencies. END OF SECTION 02115-3 SECTION 02320 TRENCHLESS INSTALLATION OF WATER MAINS BY DIRECTIONAL BORING PART I -- GENERAL 1.1 SECTION DESCRIPTION 1.1.1 Portions of the water mains shall be installed by the directional boring method within the limits indicated on the contract plans and as specified herein. Generally, as a minimum, the water main is to be located within the road right-of-way and shall be installed by directional boring. Piping not designated for installation by a specific method may be installed by open trench or directional boring as approved by the Engineer. 1.1.2 This section includes materials, performance and installation standards, and Contractor responsibilities associated with the furnishing of all labor, materials, equipment and incidentals required to install, complete, required trenchless installation of water mains, as shown on the Drawings and as specified herein. 1.2 EXPERIENCE 1.2.1 The Contractor must demonstrate expertise in trenchless methods by providing a list of ten (10) utility references for which similar work has been performed in the last two years. The references should include a name and telephone number where contact can be made to verify the contractor's capability. The Contractor must provide documentation showing successful completion of the projects used for reference. Conventional trenching experience will not be considered applicable. 1.2.2 All supervisory personnel must be adequately trained and will have at least four - (4) year's experience in directional boring. The Contractor shall submit the names and resumes of all supervisory field personnel prior to construction. 1.2.3 Because of time constraints, the Contractor may wish to provide multiple experienced directional boring crews. 1.2.4 The directional boring equipment shall be the Guide Drill system manufactured by UTILX Corporation FlowMoleQ service or approved equal, and capable of installing up to 12" nominal inside diameter pipe. 1.3 SUBMITTALS 1.3.1 Submit technical data for equipment including clay slurry material, method of insta.ation with working drawings, and proposed sequence of construction for approval by the Engineer. DIRECTIONAL PORING 02)20. I C 41L2 321) do: 1.3.2 Prior to approval for directional boring, the Contractor must submit the names of supervisory field personnel and historical information of directional boring experience. In addition, the Contractor must submit for approval nameplate, data for the drilling equipment, mobile spoils removal unit, and MSDS (Material Safety Data Sheets) information for the drilling slurry compounds. 1.3.3 The Contractor is required to bring to the attention of the Engineer any known design discrepancies with actual tunneling methods that the Contractor will be performing. This shall be stated in writing to the Engineer no later than the pre -construction meeting. PART 2 -- EXECUTION 2.1 INSTALLATION 2.1.1 Installation shall be in a trenchless manner producing continuous bores. 2.1.2 The tunneling system shall be remotely steerable and permit electronic monitoring of tunnel depth and location. Accurate placement of pipe within a + 2 -inch window is required both horizontally and vertically. Turning capability of a 90 -degree radius in 40 feet is required. Continuous monitoring of the boring head is required, including across open water if necessary. 2.1.3 The directional boring Contractor will be required to submit certification, by a Professional Engineer or Professional Land Surveyor licensed in the State of Florida, that the directional boring has been performed in accordance to the construction drawings, or provide signed and sealed record drawings of the installation if it varies from the design as shown in the construction drawings. 2.1.4 Tunneling must be performed by a fluid -cutting process (high water -low volume) utilizing liquid clay, i.e. bentonite. The clay lining will maintain tunnel stability and provide lubrication in order to reduce frictional drag while the pipe is being installed. In addition, the clay fluid must be totally inert and contain no environmental risk. The Contractor must also have a mobile vacuum spoil recovery vehicle on -site to remove the drilling spoils from the access pits. The spoils must then be transported from the job site and be properly disposed of. Under no circumstances will the drilling spoils be permitted to be disposed of into sanitary, storm, or other public or private drainage systems. 2.1.5 Liquid clay type colloidal drilling fluid shall consist of at least 10 percent of high-grade carefully processed bentonite to consolidate cuttings of the soil, to seal the walls of the hole, and to furnish lubrication for subsequent removal of cuttings. The slurry, which is heavier than the surrounding material, is high in colloids of the bentonite type and it will deposit a thin filter cake of low permeability material oIR-LCTIONAL BORING 02320-2 C. MIKEd2320 doc on the walls of the bore. This will allow only a small amount of the fluid to pass into the surrounding soil and will also stabilize the bore. The colloidal content of the fluid imparts excellent lubricating qualities to the slurry, which is a distinct aid to the removal of the soil cuttings. 2.1.6 Mechanical, pneumatic, or water jetting methods will be considered unacceptable due to the possibility of surface subsidence. 2.1.7 After an initial bore has been completed, a reamer will be installed at the termination pit and the pipe will be pulled back to the starting pit. The reamer must also be capable of discharging liquid clay to facilitate the installation of the pipe into a stabilized and lubricated tunnel. 2.1.8 Upon completion of boring and pipe installation, the Contractor will remove all spoils from the starting and termination pits. All pits will be restored to their original condition. 2.2 RESTORATION OF PAVED, IMPROVED AND UNIMPROVED AREAS 2.2.1 The shoulders, ditches, banks and slopes of roads and railroads crossed and paralleled shall be restored to their former condition and properly sodded so that they shall not wash out before becoming consolidated. Restoration shall be as required by the jurisdictional authority and as specified within the Contract Document. Road and railroad crossings and parallel installations are to be continuously maintained until the completion of the work. No direct compensation shall be paid for Contractor's repair or maintenance of crossings and parallel installations. "210M)MRO n]MN DIRE 7tONAL BORING 01310 3 C.V41KF 31)20 dcw (UGC02401.FMT):aa SECTION 02401 DEWATERING PART 1 - GENERAL 1.01 DESCRIPTION OF WORK The work to be performed under this section shall include furnishing all equipment and labor necessary to remove storm or subsurface waters from excavation areas in accordance with the requirements set forth and as shown on the drawings. 1.02 APPLICABLE CODES, STANDARDS, AND SPECIFICATIONS The dewatering of any excavation areas and the disposal of the water shall be in strict accordance with the latest revision of all local and state government rules and regulations. The Contractor shall obtain any required dewatering permit from the appropriate agencies prior to commencing dewatering operations. PART 2 - PRODUCTS (Not Applicable) PART 3 - EXECUTION The Contractor shall provide adequate equipment for the removal of storm or subsurface waters which may accumulate in the excavation. If subsurface water is encountered, the Contractor shall utilize suitable equipment to adequately dewater the excavation so that it will be dry for work and pipe laying. A wellpoint system or other Engineer -approved dewatering method shall be utilized if necessary to maintain the excavation in a dry condition for preparation of the trench bottom and for pipe laying. Wellpoint holes shall be plugged with concrete grout. Dewatering by trench pumping will not be permitted if migration of fine grained natural material from bottom, side walls, or bedding material will occur. In the event that satisfactory dewatering cannot be accomplished due to subsurface conditions or where dewatering could damage existing structures, the Contractor shall obtain the Engineer's approval of wet trench construction procedure before commencing O2401-1 construction. Dewatering shall cease in a manner to allow the subsurface water to slowly return to normal levels. 3.02 DISPOSAL Water pumped from the trench or other excavation shall be disposed of in storm sewers having adequate capacity, canals, or suitable disposal pits. Contractor is responsible for acquiring all permits required to discharge the water and shall protect waterways from turbidity during the dewatering operation. In areas where adequate disposal sites are not available, partially backfilled trenches may be used for water disposal only when the Contractor's plan for -trench disposal is approved in writing by the Engineer. The contractor's plan shall include temporary culverts, barricades, and other protective measures to prevent damage to property or injury to any person or persons. No flooding of streets, roadways, driveways, or private property will be permitted. Engines driving dewatering pumps shall be equipped with residential type mufflers. END OF SECTION O24O1-2 (UGC02485.FMT):aa SECTION 02485 GRASSING PART I - GENERAL 1.01 DESCRIPTION OF WORK The Contractor shall furnish all labor, equipment, and materials necessary for grassing all areas disturbed by his operations and any other areas on the plans indicated to receive grassing. It is the intent of this specification that damaged areas are to be replaced in kind, with sod to be used for all maintained yard areas. Engineer shall designate those areas to receive seed and those areas to receive sod. Engineer shall also designate the type of seed/sod to be used in each area. Contractor shall take all steps practical to minimize the area required to be sodded or seeded. All grassing shall be in accordance with Section 570-1 through 570-5 of the 1986 FDOT Standard Specifications for Road and Bridge Construction, except as modified herein. 1.02 STORAGE OF MATERIALS The Contractor shall provide space for storage of sod prior to placement in a manner that will not endanger or restrict pedestrian or vehicular traffic or interfere with other aspects of the work. PART 2 - PRODUCTS 2.01 SOD A. Types: Sod shall be St. Augustine Floratam, Argentine Bahia, Centipede, or Bermuda, depending on type of existing sod in adjacent area to be matched. Sod shall be well matted with roots. Where sodding will adjoin, or be in sufficiently close proximity to private lawns, types of sod other than those listed above may be used if desired by the affected property owners and approved by the Engineer. Sod shall be delivered in commercial - size rectangles, preferably 12 -inch by 24 -inch or larger. B. Condition: The sod shall be sufficiently thick to secure a dense stand of live grass. The sod shall be live, fresh, and uninjured at the time of planting. It shall have a soil mat of sufficient thickness adhering firmly to the roots to withstand all necessary handling. It 02485-1 shall be reasonably free of weeds and other grasses. It shall be planted as soon as possible after being dug and shall be kept moist from the time it is planted. 2.02 SEED A. General: All seed shall meet the requirements of the State Department of Agriculture and Consumer Services and all applicable State laws. The seed shall have been harvested from the previous year's crop. When a low percentage of grass seed or native seed germination causes the quality of the seed to fall below the minimum pure live seed percentage as specified below, the Contractor may elect, subject to the approval of the Engineer, to increase the rate of application sufficiently to obtain the minimum germination rate specified. No payment will be made for the added seed. B. Delivery and Storage: Each of the species or varieties of seed shall be furnished and delivered in separate labeled bags. During handling and storage, the seed shall be cared for in such a manner that it will be protected from damage by heat, moisture, rodents, and other causes. All permanent and temporary grass seed shall have been tested within a period of six months of the date of planting. C. Purity and Germination: All permanent and temporary grass seed shall have a minimum percent of purity and germination as follows: 1. Argentine Bahia Grass Seed shall have a minimum pure seed content of 95 percent, with a minimum germination of 80 percent. 2. Pensacola Bahia Grass Seed shall have a minimum pure seed content of 95 percent, with a minimum active germination of 40 percent and a total germination of 80 percent, including firm seed. 3. Bermuda Grass Seed shall be of common variety with a minimum pure seed content of 95 percent, with a minimum germination of 85 percent. 4. Annual Type n:,,,e Grass Seed shall have a minimum pure seed content of 95 percent, with a minimum germination of 90 percent. 2.03 MULCH The mulch material used shall normally be dry mulch. Dry mulch shall be straw or hay, consisting of oat, rye, of wheat straw, or of pangola, peanut, coastal Bermuda, or Bahia grass hay. Only deteriorated mulch which can readily be cut into the soil shall be used. 02485-2 2.04 GRASSING EQUIPMENT A. Seed Spreader: The seed spreader shall be an approved mechanical hand spreader or other approved type of spreader. B. Equipment for Cutting Mulch into Soil: The mulching equipment shall be of a type capable of cutting the specified materials uniformly into the soil and to the required depth. Harrows will not be allowed. C. Rollers: A cultipacker, traffic roller, or other suitable equipment will be required for rolling the grassed areas. PART 3- EXECUTION 3.01 GENERAL CONSTRUCTION METHODS Seeding and mulching operations will not be permitted when wind velocities exceed 15 miles per hour. Seed shall be sown only when the soil is moist and in proper condition to induce growth. No seeding shall be done when the ground is frozen, unduly wet, or otherwise not in a tillable condition, Whenever a suitable length of right-of-way or adjacent area has been graded, it shall be made ready, when directed by the Engineer, and grassed in accordance with these specifications. Grassing shall be incorporated into the project at the earliest practical time in the lift of the contract. 3.02 SODDING A. Preparation of Area to be Sodded: The ground which is to receive sod shall have been graded to proper elevations (2" below sodded grade) to match preconstruction conditions or proposed grades. All disturbed swales and ditches shall have been restored to their preconstruction condition or better. The preconstruction grade shall be maintained and the prepared soil shall be loose and reasonably smooth. It shall be reasonably free of large clods, roots, patches of existing grass, and other material which will interfere with the sod -laying operations or subsequent mowing and maintenance operations. B. Laying of Sod: Sod shall be installed in all areas so designated by Engineer. Sod shall be carefully placed so that each piece abuts flush to all surrounding sod, regardless of whether surrounding sod is new or existing. Where new sod is to be placed adjacent to existing sod, the new sod must be cut in to match the 02485-3 elevation of the existing sod. Uneven sod which might cause mowing problems will be rejected. New sod laid on top of existing sod will also be rejected. All sod placed on steep slopes (greater than 1:1) shall be pinned with a wooden pin to keep it in place. C. Rolling: Immediately after completion of the sod laying, the entire sodded area shall be rolled thoroughly with the equipment specified. At least two trips over the entire area will be required. D. Watering: Newly -sodded areas are to be watered by Contractor as necessary to keep sod alive until the Contractor is closed out. Dead sod shall be replaced by Contractor prior to contract closeout. 3.03 SEEDING A. Sequence of Operations: The operations involved in the work shall proceed in the following sequence: preparation of the ground, seeding, spreading, and cutting in mulch. B. Preparation of Area to be Seeded: The ground over which the seed is to be sown shall be prepared by disk - harrowing and thoroughly pulverizing the soil to a suitable depth. The prepared soil shall be loose and reasonably smooth. It shall be reasonably free of large clods, roots, and other material which will interfere with the work or subsequent mowing and maintenance operations. C. Application of Seed: While the soil is still loose, the seed shall be scattered uniformly over the grassing area and immediately mixed into the seed bed to a depth of one-half inch. Unless other types of seed are called for, permanent -type grass seed shall be a mixture of 20 parts of Bermuda seed and 80 parts of Pensacola Bahia seed. Quick -growing type grass seed shall be a species which will provide an early ground cover during the particular season when planting is done and will not later compete with permanent grass. The separate types of seed used shall be thoroughly dry -mixed immediately before sowing. Seed which has become wet shall not be used. D. Mulching: When mulching is called for, approximately two inches, loose thickness, of the mulch material shall then be applied uniformly over the seeded area, and the mulch material cut into the soil with the equipment specified, so as to produce a loose mulched thickness of three to four inches. Care shall be exercised that the 02485-4 materials are not cut too deeply into the soil. No artificial watering of the mulch shall be done before it is applied. E. Rolling: Immediately after completion of the seeding, the entire grassed or mulched area shall be rolled thoroughly with the equipment specified. At least two trips over the entire area will be required. F. Watering: Newly seeded areas are not to be watered to force the seed germination, but only to sustain grass growth. Water will only be used on vegetated areas when permitted by the Engineer. O. Operations on Steep Slopes: On steep slopes' when mulching is called for, the mulch material may be anchored down in lieu of being cut into the soil by use of a machine. Anchoring may be done by either of the following methods: 1. Placing a layer of soil, approximately two inches thick by nine inches wide, along the upper limits of the mulch, and spotting soil piles over the rest of the area at a maximum spacing of four feet. 2. Spreading a string net over the mulch, using stakes driven flush with the top of the mulch, at six-foot centers, and stringing parallel and perpendicular, with diagonals in both directions. H. Maintenance: The Contractor shall, at his expense, maintain the planted areas in a satisfactory condition until final acceptance of the project. Such maintenance shall include the filling, leveling, and repairing of any washed or eroded areas, as may be necessary. The Engineer, at any time, may require replanting of any areas in which the establishment of the grass stand does not appear to be developing satisfactorily. If a planted area must by replanted due to the Contractor's negligence, carelessness, or failure to provide routine maintenance of such area, such replacement shall be at the Contractor's expense. If replanting is necessary due to factors determined to be beyond the control of the Contractor, payment for replacement will be made under the appropriate contract pay items. END OF SECTION 024e5-5 (UGC02576 . FMT) : as SECTION 02576 PAVEMENT, SIDEWALK, AND DRIVEWAY REPLACEMENT PART 1 - GENERAL 1.01 REFERENCES A. Section numbers and Article numbers specified are those contained in the latest edition of the "Florida Department of Transportation Standard Specifications for Road and Bridge Construction." B. Indian River County Code Chapter 312, Section 08 C. Utility Construction in Right -of -Way shall control where applicable. It is intended that the other specifications contained herein are to be applied as more specific. In the event of a conflict between a provision of Code Section 312.08 C and any other provision of these specifications the more restrictive provision shall apply. C. 312.08 C. Utility construction within the right-of- way. All utility work will require a right-of-way construction permit. Utility companies having a valid franchise to operate in Indian River County will not be required to pay a right-of-way permit fee. Utility companies not having a valid franchise may be required to pay a user fee to be determined by the director of public works. The permit application shall be submitted along with the following information. 1. General application data and specific utility data. 2. Appropriate filing fee. 3. Three (3) sets of engineering plans which contain plan, profile and cross-section views of the existing and proposed facilities including all existing utilities, structures in the right-of-way within one hundred (100) feet of the improvement, and other pertinent information. 4. Plans that show that the following criteria are met: a. Utility placement shall be the proper depth and location as approved by the public works director and utilities director. 02576-1 b. All utility structures including traffic signal and control appurtenances, drainage structures, communication, and electrical lines, gas lines, water, sewer, oil c. transmission lines, etc., shall meet specifications and construction procedures as required by Florida Department of Transportation and appropriate utility agencies. c. Open pavement cut shall not be permitted on county arterial and collector routes as designated on the county's thoroughfare plan unless approved by the public works director on the permit. All such crossings shall be "bore and jack" in accordance with Florida Department of Transportation standards, unless approved open cut. If open cut is approved, one (1) lane of traffic in each direction should be maintained, using proper traffic control procedures as outlined in the reference material cited in section 312.08.1 (b) and (c) . d. Pavement cut and restoration, where approved, shall be as follows: 1. Pipe bedding, backfill and compaction shall conform to standards specified in section 312.08.1 (a) and (c). Open cut restoration shall meet specifications detailed in drawing No. 6 section 312.19. Density testing shall be performed by an approved independent testing laboratory and reports submitted to the public works director prior to permanent patch. A temporary asphalt patch shall be applied within twenty- four (24) hours after backfill and compaction. The finish surface of the temporary asphalt patch shall be within one -quarter (1/4) inch of the elevation of the existing roadway surface. 2 Seventy-two (72) hours prior to the time of pavement cut, the public works director shall be notified of the date and time of the cut. An emergency phone number of the contractor shall be provided. 3 Work site traffic control shall be provided in conformance with "Florida Department of Transportation Roadway and Traffic Design Standards." 02576-2 3 4. Asphalt restoration will be required within fifteen (15) days after temporary patch is installed. The final finish shall be smooth and uniform within a one -quarter (1/4) inch tolerance of the required surface. 5. Shoulder, right-of-way sodding, and other restoration shall be performed as required by the public works director in accordance with Florida Department of Transportation Standards. 6. Traffic control devices (e.g. signs, street name signs, traffic signals and pavement markings) shall be restored to their original condition or better: - 7. Prior to final release of the performance bond, which shall occur no sooner than ninety (90) days after final pavement restoration, the engineer -of - record or utility company shall request a final inspection, shall certify that the utility has been installed in accordance with standards specified in the publications listed in section 312.08, shall submit two (2) copies of as -built drawings, and shall submit release of lien by contractors. 8. All utility structures will be required to have an identification tag designating proper ownership. 1.02 RESTORATION All surfaces, as described, shall be completed as soon as is reasonable. In no case shall the pavement or driveway replacement operation be unfinished for more than 10 days after backfilling unless otherwise directed by the Engineer. Replace all damaged or cut pavement due to Contractor's operations; restore all pavement outside of trench area that is damaged by the Contract at no expense to Owner. 1.03 GUARANTEE All restored areas within the public right-of-way shall be guaranteed for one year. In the event of settlement of paved areas more than one -quarter inch below the undisturbed adjacent permanent pavement, the Contractor shall make the necessary repairs to restore the pavement level within ten calendar days after notification by the Owner. The cost of such repairs shall be paid by the Contractor. 02576-3 PART 2 - PRODUCTS 2.01 BASEROCK Limerock, shellrock, and local rock shall conform to DOT specifications, Section 911. 2.02 ASPHALTIC CONCRETE A. Prime and Tack Coats: Prime and tack coats shall be applied to the prepared baserock. Prime coat shall be cutback asphalt, Grade RC -70, MC -30, or MC -70, complying with DOT Specifications, Articles 300-1 through 300-7, applied at the average rate of 0.15 gallon per square yard. Tack coat shall be emulsified asphalt, Grade RS -2, complying with DOT Specifications, Articles 300-1 through 300-7 respectively, applied at the average rate of 0.10 gallons per square yard. The bituminous quantities are considered as average and are subject to some variation at the discretion of the Engineer and at no additional cost. B. Plant Mix Wearing Surface: A plant mix wearing surface course shall be constructed on the prepared limerock base. Materials and construction shall conform with the requirements of DOT Standard Specifications for Type S-1 Asphaltic Concrete, Section 331, Articles 331- 1 through 331-4. The finished pavement replacement shall be smooth and even with, or slightly above, the existing abutting pavement, but shall not have any appreciable bump due to this slight elevation. C. Rock, Gravel, or Marl Replacement: Roads, streets, or driveways constructed of rock, gravel, or marl shall be restored to a condition equal to or better than prior to construction using the same material unless directed otherwise. D. Temporary Cold Patch: Temporary cold patch for temporary surface as required by Code Section 312.08 (c) (d) 1, shall be a commercially available mix approved by the engineer. 2.03 CONCRETE MIX, DESIGN, AND TESTING A. Comply with requirements of applicable PDOT Section 345 for concrete mix design, sampling and testing, and quality control, and as herein specified. 02576-4 B. Design the mix to produce standard weight concrete consisting of Portland cement, aggregate, air - entraining admixture and water to produce the following properties. 1. Compressive Strength - Class I, 3,000 psi. 2. Air Content: 3% to 6% C. Concrete placement slump shall not exceed plus or minus one inch from approved design slump. PART 3 - EXECUTION 3.01 PAVEMENT REPLACEMENT Replace pavement in accordance with the details shown on drawings. The baserock shall be placed and compacted in accordance with DOT Specifications, Section 200. Application of the tack coat shall follow the application of the prime coat immediately prior to the placing of the wearing surface course. Trim edges of the existing pavement with a concrete saw or other approved method to provide a clean, straight edge. 3.03 PAVEMENT MARKINGS Repaint, stripe, or otherwise mark pavement to match preexisting conditions, using DOT -approved materials and procedures. 3.04 TEMPORARY PAVEMENT Temporary pavement shall be installed as follows: A. Residential Streets: In residential streets, the Contractor shall, after completion and acceptance of the backfill, construct a base course in accordance with the typical section meeting the requirements of the DOT Specifications, Section 200, Articles 200-1 through 200-10. The top of the base course shall be constructed flush with the adjacent asphalt surface. Upon completion of the base construction, it shall be primed and sanded, in accordance with DOT Specifications, Section 300, Articles 300-1 through 300-6. Prime shall be applied at the rate of 0.50 gallon per square yard, or as directed by the Engineer. 02576-5 P. Arterial Streets: In arterial streets, the Contractor shall, after completion and acceptance of the backfill, construct a base course in accordance with the typical section. Upon completion of the base course, the Contractor shall construct an asphaltic concrete surface course, Type II, in accordance with DOT Specifications, Section 332, Articles 332-1 through 332-5. The top of the surface course shall be constructed flush with the adjacent asphalt surface. Thickness of the replaced course shall match the thickness of the existing surface course. 3.05 EMERGENCY REPAIRS AND PROCEDURES The Contractor shall provide the name and telephone number of at least two persons designated by the Contractor to receive notification of the need for emergency repairs. These persons shall be available for emergency notification on a 24 hour basis. The County will provide the name, or names, of its designee who will be charged with giving notice to the Contractor when the need for emergency repairs, or other actions, is necessary on work that has been performed by the Contractor. When so notified by the person so designated by the County that emergency repairs, or other actions, are necessary the Contractor will be given a reasonable time to respond to the situation. At the time of notification the Contractor will give the time that he will be able to take action to rectify the emergency conditions. If this time is not satisfactory to the County, the County reserves the right to have the Road & Bridge Division make necessary repairs, or take other emergency actions as required to restore the pavement, or take other actions necessary. The County will invoice the Contractor for the actual time and materials used in executing the emergency repairs, or actions. This amount will be based upon hourly rates and actual materials cost to the County. The labor rates will be supplied to the Contractor prior to beginning work under this Contract. If the Contractor does not pay the invoice as presented by the County, the County reserves the right to withhold that amount from the Contractor on the Final Pay for this Contract. 3.06 SIDEWALK, CONCRETE DRIVEWAY, CURB, AND COMBINED GUTTER REMOVAL AND REPLACEMENT A. SURFACE PREPARATION: 1. Remove loose material from the compacted subbase surface immediately before placing concrete. 2. Proof -roll prepared subbase surface to check for unstable areas and the need for additional compaction. Do not begin paving work until such conditions have been corrected and are ready to 02576 6 receive paving. Comply with requirements of FDOT Section 230, Paragraph 230-6. B. CONCRETE PLACEMENT: 1. Do not place concrete until subbase and forms have been checked for line and grade. Moisten if required to provide a uniform dampened condition at the time concrete is placed. Do not place concrete around manholes or other structures until they are completed to required finish elevation and alignment. All concrete driveways shall be FDOT Class 1 and a minimum of 6 inches thick with wire or fiber mesh reinforcement. All sidewalks shall be a minimum of 4 inches thick, shall be sawcut every 5 feet, and shall have an expansion joint every 30 feet. 2. Place concrete using methods which prevent segregation of the mix. Consolidate concrete along the face of forms and adjacent to transverse joints with an internal vibrator. Keep vibrator away from joint assemblies, reinforcement, or side forms. Use only square -faced shovels for hand - spreading and consolidation. Consolidate with care to prevent dislocation of reinforcing, dowels, and joint devices. Do not use vibrators to push or move concrete in forms or chute. 3. Deposit and spread concrete in a continuous operation between transverse joints, as far as possible. If interrupted for more than one-half hour, place a construction joint. 4. Curbs and Gutters: Automatic machine may be used for curb and gutter placement at Contractor's option. If machine placement is to be used, submit revised mix design and laboratory test results which meet or exceed the minimum herein specified. Machine placement must produce curbs and gutters to the required cross section, lines, grades, finish, and jointing as specified for formed concrete. If results are not acceptable, remove and replace with formed concrete as specified. 5. Joints: Construct expansion, weakened -plane (contrartion), and construction joints true to - line with face perpendicular to surface of the concrete, unless otherwise indicated. Construct transverse joints at right angles to the 02576-7 centerline, unless otherwise indicated. When joining existing structures, place transverse joints to align with previously -placed joints, unless otherwise indicated. a. Weakened -Plane Joints: Provide weakened - plane (contraction) joints sectioning concrete into areas where required. Construct weakened -plane joints for a depth equal to at least one -quarter concrete thickness, by sawing within 24 hours of placement or formed during finishing operations. Place joints at intervals not to exceed 10 feet, if not otherwise indicated. b. Construction Joints: Place construction joints at the end of all pours and at locations where placement operations are stopped for a period of more than one-half hour, except where such pours terminate at expansion joints. Construction joints shall be as shown or, if not shown, use standard metal keyway -section form of appropriate height. c. Expansion Joints: (1) Provide premolded joint filler for expansion joints abutting concrete curbs, catch basin, manholes, inlets, structures, walks, and other fixed objects, unless otherwise indicated. (2) Locate expansion joints at 30 feet o.c. for concrete walks, unless otherwise indicated. (3) Extend joint fillers full width and depth of joint, and not less than one- half inch below finished surface where joint sealer is indicated. If no joint sealer, place top of joint filler flush with finished concrete surface. (4) Furnish joint fillers in one-piece lengths for the full width being placed, wherever possible. Where more than one length is required, lace or clip joint filler sections together. Pieces shorter than four inches shall not be used unless specifically shown as such. 02576-8 (5) Protect the top edge of the joint filler during concrete placement with a metal cap or other temporary material. Remove protection after concrete has been placed on both sides of joint. (6) Fillers and Sealants: Comply with the requirements of these specifications for preparation of joints, materials installations and performance, and as herein specified. r CONCRETE FINISHING 1. After striking -off and consolidating concrete, smooth the surface by screening and floating. Use hand methods only where mechanical floating is not possible. Adjust the floating to compact the surface and produce a uniform texture. 2. After floating, test surface for trueness with a 20 ft. straight edge. Variations exceeding one- third inch for any two points within 10 feet shall not be acceptable. Distribute concrete as required to remove surface irregularities, and refloat repaired areas to provide a continuous smooth finish. 3. Work edges of slabs, gutters, back top edge of curb, and formed joints with an edging tool, and round 10-1/2" radius, unless otherwise indicated. Eliminate any tool marks on concrete surface. 4. After completion of floating and when excess moisture or surface sheen has disappeared, broom finish sidewalks by drawing a -fine-hair broom across concrete surface, perpendicular to a line of pedestrian traffic. 5. Do not remove forms for has been placed. After of joints and point -up areas. 24 hours after concrete form removal, clean ends any minor honeycombed D. CURING: Protect and cure finished concrete paving and walks, as required. Use moist -curing methods for initial curing whenever possible of approved concrete curing compounds. 02576-9 E. REPAIRS AND PROTECTION: 1. Repair or replace broken or defective concrete, as directed by Engineer. 2. Drill test cores where directed by Engineer, when necessary to determine magnitude of cracks or defective areas. Fill drilled core holes in satisfactory pavement areas with Portland cement concrete bonded to pavement with epoxy resin grout. 3. Protect concrete from damage until acceptance of work. When construction traffic is permitted, maintain pavement as clean as possible by removing surface stains and spillage of materials as they occur. 4. Sweep concrete pavement and wash free of stains and discoloration, dirt, and other foreign material just prior to final inspection. END OF SECTION 02576-10 (UGC02610.FMT):aa SECTION 02610 RESTRAINED JOINTS, EXCAVATION AND BACKFILLING 1.01 RESTRAINED JOINTS A. Restrained joints shall be used on lines larger than 6 -inch diameter. Sections of piping having restrained joints or those requiring restrained joints shall be constructed using pipe and fittings with restrained "Locked -type" joints, and the joints shall be capable of holding against -- withdrawal for line pressures up to 150 pounds per square inch(psi). The pipe fittings shall be as shown for restrained push -on joints or restrained mechanical joints on Page 416 in Section VI, in the Handbook of Cast Iron Pipe, 4`h Edition. In all cases, restrained joints must be used per Section C below, with thrust blocks, per contract drawings. B. Restrained pipe joints that achieve restraint by incorporating cutout sections installed in the bell of the pipe shall have a minimum wall thickness at the point of cutout that corresponds with the minimum specified wall thickness for the rest of the pipe. C. The minimum number of restrained joints required for resisting forces at fittings and changes in direction of pipe shall be determined from the length of restrained pipe on each side of fittings and changes in direction necessary to develop adequate resisting friction with the soil. Table M -5B is provided for the Contractor as a guideline. L = 1.5PA 5 PA 1 -COS , Fw Where: L = length of pipe on each side of fittings or change in direction. P = 150 psi, unless otherwise noted. A = cross-sectional area in square inches based on outside diameter (O.D.) of pipe. 02610-1 X angle of bend or change in direction in degrees. L = coefficient of friction = 0.4 (maximum). W = W (earth) + W (pipe) + W (water in pipe) W(earth) = (density of soil*) (depth of cover in feet) (O.D. in feet) * maximum 120 lbs/cubic ft above maximum water table elevation and 60 lbs/cubic ft below maximum water table elevation. D. Bolts and nuts for restrained joints shall be hot dipped galvanized, low alloy, high strength steel. E. The Contractor shall also provide restrained joints in accordance with the above criteria wherever below ground fittings on lines 12 inches in diameter or less. 1.02 EARTHWORK AND BACKFILL A. All excavation for utilities and/or house connections shall be adequately guarded with barricades and lights, so as to protect the public from hazard. Streets, sidewalks, driveways, curbs, parkways, and other public property disturbed in the course of the work shall be restored in a manner satisfactory to the County. B. Foundation material used for pipe bedding, from a minimum 6 inch distance below the pipe invert to the bottom 12 inches above the top of the pipe, shall be bank run sand and gravel. C. All gravity sewer installation procedures must be in accordance with pipe manufacturer's recommendations. All gravity sewers and force mains shall be installed to have minimum cover of 36 inches. Installation of gravity sewers shall be controlled by use of a laser to maintain proper grade. 02610-2 D. Installation of force mains shall be in accordance with AWWA Standard C600 and the installation specifications for water lines in the water distribution section, irrespective of the type of pipe selected. 1. Trench - Trench width shall be kept to a minimum necessary for installation of the pipe. The trench bottom shall be graded uniformly to match the slope of the pipe. 2. Backfill - Only good quality backfill, free of stones, roots, rocks, broken cement, or other material which might be damaging to the pipe shall be used. Backfill shall be placed in the trench in uniform lifts of 12 inches. 3. Compaction - All pipe must be compacted by hand tamping to the center line, under the pipe. Backfill shall be compacted in lifts up to the surface to achieve a minimum compaction of 95 percent of maximum density in roadways and shoulders, and 90 percent in easements in accordance with AASHTO T-160 and ASTM D-2167, 4. Dewatering - Construction shall be accomplished in a dry trench. Wellpointing will be required, as necessary. All water entering excavations or other parts of the work shall be contained, collected, and pumped to suitable places for disposal as permitted by State. 5. Sheeting - Sheeting and shoring shall be installed as may be necessary for the protection of the work, preservation of adjacent property and structures, and the safety of employees. Sheeting and bracing shall be uniform to OSHA requirements. END OF DOCUMENT 02610-3 (UGCO2623.FMT):aa SECTION 02623 WATER MAINS POLYVINYL CHLORIDE PIPE 1.01 SCOPE This section covers polyvinyl chloride pipe and fittings for water mains. 1.02 GENERAL Polyvinyl chloride (P.V.C.) pipe shall be allowed for use as water pipe where compatible with the specific conditions of the project. The use of material other the polyvinyl chloride may be required during construction permit review or by IRCDUS field personnel if it is determined that polyvinyl chloride pipe is unsuitable for the particular application. 1.03 PIPE MATERIALS FOR SIZES 4" THROUGH 12" A. All pipe and fittings intended for conveying- or transmitting treated water shall be designed for a minimum working pressure of 150 psi. B. Polyvinyl chloride pressure pipe shall conform to the latest AWWA Standards C900 and ASTM D1784 and D2241, latest revision. P.V.C. pressure pipe shall be made from Class 12454-A or Class 12454-B material and conform with the outside diameter of cast iron pipe with a minimum wall thickness of DR18. C. The pipe shall be blue in color. 1.04 PIPE MATERIALS FOR SIZES 14" THROUGH 36" A. All pipe and fittings intended for conveying or transmitting treated water shall be designed for a minimum working pressure of 150 psi. B. Polyvinyl chloride pressure pipe shall conform to the latest AWWA Standards C905 and ASTM D1784, latest revision. P.V.C. pressure pipe shall be made from Class 12454-A or Class 12454-B material and conform with the outside diameter of cast iron pipe with a minimum wall thickness of DR18. 02623-1 C. The pipe shall be blue in color. D. Polyvinyl chloride pipe shall be furnished by JM Manufacturing Company, or equal. 1.05 JOINTS A. Joints for P.V.C. pressure pipe shall be bell and spigot push -on rubber gasket type only. No solvent weld or threaded joints will be permitted. B. Other type joints may be considered for specific installation upon submission► of specifications and approval by IRCDUS. 1.06 FITTINGS A. P.V.C. fittings 4" and smaller shall be of monolithic construction and of the type specified by the manufacturer of the pipe being used. No solvent welds will be permitted. 13. Fittings larger than 4" shall be ductile iron mechanical joint and shall conform to AWWA specification C110 (ANSI 21.10-87), or latest revision. Fittings shall be cement mortar lined and seal -coated in accordance with AWWA Standard C104 (ANSI A21.4-85), or latest revision. C. The pressure rating shall be 250 psi. D. All ductile iron fittings shall be supplied by the manufacturer with a sealed cement mortar lining inside and coated outside with coal -tar enamel. 1.07 MARKING A. Number 14 single conductor copper trace wire shall be spiral wrapped or affixed to the tope of the pipe. See trace wire detail M-16 for specifications regarding installation. B. Trace wire is required over all pipes. END OF SECTION 02623-2 (UGC02625.FMT)aa SECTION 02625 WATER MAINS DUCTILE IRON PIPE AND FITTINGS 1.01 SCOPE This section covers cast ductile iron pipe and cast ductile iron fittings for water mains. 1.02 1.03 GENERAL A. Ductile iron pipe shall be allowed for use as• -water pipe where compatible with the specific conditions of the project. The use of material other than ductile iron may be required by IRCDUS during construction permit review, or by IRCDUS field personnel, if it is determined that ductile iron pipe is unsuitable for the particular application. B. All ductile iron pipe shall be manufactured in accordance with AWWA Specification C-151 and shall be Class 50 minimum. All ductile iron pipe crossing under roadways shall be Pressure Class 350 minimum. C. Unless specifically indicated otherwise, restrained joint underground piping shall be manufactured restrained bell and spigot and aboveground piping shall be flanged. D. Cutting of ductile iron pipe shall be by sawing only. PIPE Ductile iron pipe shall be bell and spigot cast in accordance with AWWA Specification C151 (ANSI A21.51- 86), or latest revision. Cast ductile iron shall have a minimum tensile strength of 60,000 psi, with a minimum yield strength of 42,000 psi. Pipe wall thickness shall be computed in accordance with AWWA Specification C150 (ANSI A21.50-81), or latest revision, using the physical characteristics cited above, with a minimum working pressure of 150 psi and a Laying Condition "Type 2." Unless otherwise indicated or specified herein, the pipe shall have the minimum wall thickness according to class designation for diameters shown. All pipe shall be given a minimum factory hydrostatic test of 500 pounds per square inch. 02625-1 1.04 Pipe Diameter (inches) 4 6 8 10 12 14 16 18 20 24 30 36 42 FITTINGS Class 50 Minimum Wall Thickness finches) 0.25 0.27 0.29 0.31 0.33 0.34 0.35 0.36 0.38 0.39 0.43 0.47 Class 52 Minimum Wall Thickness (inches? 0.29 0.31 0.33 0.35 0.37 0.39 0.40 0.41 0.42 0.44 0.47 0.53 0.59 A. All underground fittings shall be either bell and spigot, or mechanical joint. Mechanical joints shall conform to AWWA specification C110 (ANSI 21.10-87), or latest revision. All aboveground fittings shall be flanged joint. B. C. 1.05 A. B. C. The pressure rating shall be 250 psi for fittings up to 12 inches and a minimum of 150 psi for larger sizes. All fittings shall be lined with the same material as specified for the pipe as per paragraph 1.05. LINING AND COATING Unless otherwise indicated, all ductile iron pipe shall be factory lined and coated. Lining: All pipe shall be cement mortar lined and seal coated in accordance with AWWA Standard C104 (ANSI A21.4-85), or latest revision. Coating: Unless specified otherwise, all pipe shall be bituminous coated outside to a dry film thickness of at least 2 mil. D. Repair: Anywhere that. the coating is removed purposely or accidentally, the area shall be cleaned of any rust, grease, and dirt and re -coated to a minimum dry film as specified for the individual piece. 02625-2 E. Encasement: If and where directed by IRCDUS, a polyethylene encasement shall be provided over pipe, fittings, and valves. The material, installation, and workmanship shall conform to applicable sections of AWWA C105 (ANSI A21.5-88), or latest revision. Installation methods A or B shall be employed using flat tube polyethylene. The Contractor shall make provisions to keep the polyethylene from direct exposure to sunlight prior to installation, and backfilling following installation shall be completed without delay to avoid exposure to sunlight. 1.06 1.07 BELL AND SPIGOT CONNECTIONS Joints in bell and spigot pipe shall be push -on, mechanical, or restrained joints in accordance with AWWA Standard C-111 (ANSI 21.11-85), or latest revision. Mechanical joint pipe set -screw type retainer glands will be permitted on a case -by -case basis, when restrained mechanical joints, in accordance with AWWA Standard C-111 (ANSI 21.11-85), or latest revision, are impractical. Thrust blocks may be required by IRCDUS in cases where retainer glands are used. FLANGED CONNECTIONS A. All flanged pipe barrels shall comply with the physical and chemical requirements as set forth in the Handbook of Ductile Iron Pipe of the Cast Iron Pipe Research Association. Flanges shall be in accordance with ANSI Specification B16.1 for Class 125 flanges. Bolts shall comply with ANSI Specification B18.2. B. Flanged pipe shall be faced and drilled to the American Standard drilling, unless special drilling is called for or required. Where tap or stud bolts are required, flanges shall be tapped. Flanges shall be accurately faced and drilled smooth and true, at right angles to the pipe axis and shall be covered with zinc dust and tallow or a rust preventive compound immediately after facing and drilling. C. Flanged pipe with screwed -on flanges shall be furnished with long hubs, and the flanges shall be screwed on the threaded end of the pipe in the shop, and the face of the flange and end of pipe refaced together. There shall be no leakage through the pipe threads and the flanges shall be designed to prevent corrosion of the threads from outside. 02625-3 D. Flanged joints shall be made with bolts or stud bolts and nuts. Bolts, stud bolts, and nuts shall conform to American Standard heavy dimensions, semi -finished with square or hexagonal heads and cold punched hexagonal nuts, meeting the requirements of ASTM Designation A- 307. Bolt sizes shall be American Standard for the flanges specified, and bolts and nuts shall have good, true threads. E. Gaskets shall be in accordance with AWWA Standard C-115 (ANSI A21.15-88), or latest revision. 1.08 SUBMITTALS Before starting fabrication of the cast iron pipe and fittings , complete detailed working drawings shall be submitted by the Contractor for approval by the Engineer. Such drawings shall show the piping layouts and contain schedules of all pipe , fittings, valves, expansion joints, hangers and supports, and other appurtenances. Where special fittings are required, they shall be shown in large detail with all necessary dimensions. The drawings submitted shall show flanged jointed sections placed so as to be removable without disturbance to the main pipe sections. 1.09 MARKING A. Number 14 single conductor copper trace wire shall be spiral wrapped or affixed to the tope of the pipe. See trace wire detail M-16 for specifications regarding installation. 1.10 INSTALLATION OF WATER MAINS Unless otherwise noted on the drawings or in other sections of this specification, the pipe shall be handled and installed in strict accordance with the manufacturer's instructions and with the applicable provisions of AWWA C600. If a conflict exists between the manufacturer's instructions and the AWWA Standards, the manufacturer's instructions shall govern. The Contractor shall use every precaution during construction to protect the pipe against the entry of non -potable water, dirt, wood, small animals, and any other foreign material that would hinder the operation of the pipe line. Where the groundwater elevation is above the bottom of the trench, the Contractor shall provide suitable dewatering equipment at no additional cost to the Owner. All piping shall be placed in a dry trench, unless wet trench installation is approved by the Engineer. 02625-4 Depth of Cover and Pipe Elevation: Unless otherwise shown on the drawings, or otherwise authorized by the Engineer, all pipe shall have a minimum cover of 36 inches. Contractor shall determine top of pipe elevation and top of ground elevation for every two joints of pipe installed using a level. Pipe must have the minimum cover described above and must be within +/-0.2 feet of the top of pipe elevation indicated on the drawings. Installed pipe which does not meet these requirements shall be reinstalled until it does meet these requirements. Contractor shall record top of pipe and top of ground elevations and the locations of where these elevations were determined and submit this information to Engineer or his representative. Engineer reserves the right to have Contractor excavate and check top of pipe and top of ground elevations tc see if they conform to the aforementioned requirements, at no cost to Owner. END OF SECTION 02625-5 SECTION 02627 WATER MAINS POLYETHYLENE (PE) PRESSURE PIPE 1.01. SCOPE This section covers Polyethylene (PE) pressure pipe and fittings for water mains. 1.02. GENERAL A. Polyethylene (PE) pressure pipe shall be allowed for use as water main pipe where compatible with the specific conditions of the project. The use of material other than PE pipe may be required by IRCDUS during construction permit review or by IRCDUS field personnel, if it is determined that PE pipe is unsuitable for the particular application. B. Documentation from the resin's manufacturer showing results of the following tests for resin identification: a) Melt Flow Index ASTM D 1238 b) Density ASTM D 1505 C. All PE pipe and fittings shall be from a single manufacturer, who is fully experienced, reputable and qualified in the manufacture of the PE pipe to be furnished. The pipe shall be designed, constructed and installed in accordance with the best practices and methods and shall comply with these Specifications. Qualified manufacturers shall be: PLEXCO Division of Chevron Chemical Company, DRISCOPIPE as manufactured by Phillips Products Co., Inc., SCLAIRPIPE as manufactured by Dupont of Canada or equal as approved by the Engineer. D. Finished Product Evaluation 1. Each length of pipe produced shall be checked by production staff for the items listed below. The results of all measurements shall be recorded on production sheets which become part of the manufacturer's permanent records. a) Pipe in process shall be checked visually, inside and out for cosmetic defects (grooves, pits, hollows, etc.) b) Pipe outside diameter shall be measured using a suitable periphery tape to ensure conformance with ASTM F714 or ASTM D-3035, whichever is applicable. c) Pipe wall thickness shall be measured at 12 equally spaced locations around the circumference at both ends of the pipe to ensure conformance with ASTM F714 or ASTM D-3035, whichever is applicable_ d) Pipe length shall be measured. e) Pipe marking shall be examined and checked for accuracy. f) Pipe ends shall be checked to ensure they are cut square and clean. g) Subject inside surface to a "reverse bend test" to ensure the pipe is free of oxidation (brittleness). E. Stress Regression Testing 1. The polyethylene pipe manufacturer shall provide certification that stress regression testing has been performed on the specific polyethylene resin being utilized in the manufacture of this product. This stress regression testing shall have been done in accordance with ASTM D2837 and the manufacturer shall provide a product supplying a minimum Hydrostatic Design Basis (HDB) of 1,600 psi as determined in accordance with ASTM D2837. F. Contractor is responsible for compatibility between pipe materials, fittings and appurtenances. G. The pipe MANUFACTURER shall provide a warranty against manufacturing defects of material and workmanship for a period of ten years after the final acceptance of the project by the OWNER. The MANUFACTURER shall replace at no expense to the OWNER any defective pipe material including labor within the warranty period. 1.03.MATERIALS FOR PIPE SIZES 3" AND LARGER A. Materials used for the manufacture of polyethylene pipe and fittings shall be made from a PE 3408 polyethylene resin compound meeting cell classification 345434C per ASTM D3350; and meeting Type 111, Class C, Category 5, Grade P34 per ASTM D1248. B. Polyethylene (PE) pipe shall comply with AWWA Specifications C906-90. C. If rework compounds are required, only those generated in the Manufacturer's own plant from resin compounds of the same class and type from the same raw material supplier shall be used. D. Dimensions and workmanship shall be as specified by ASTM F714. PE fittings and transitions shall meet ASTM D3261. PE pipe shall have a minimum density of 0.955 grams per cubic centimeter. All PE pipe and fittings shall have a Hydrostatic Design Basis (HDB) of 1,600 psi. E. PE pipe and accessories 3" and greater in diameter, shall be 160 psi at 73.4°F meeting the requirements of Standard Dimension Ration (SDR) II as MINIMUM STRENGTH. F. Compliance with 'he above requirements must be certified by the pipe Manufacturer. 1.04. MATERIALS FOR PIPE SIZES UNDER 3" 02627 2 A. Materials used for the manufacture of polyethylene pipe and fittings shall be made from a PE 3408 polyethylene resin compound meeting cell classification 345434C per ASTM D3350; and meeting Type 111, Class C, Category 5, Grade P34 per ASTM D 1248. B. Polyethylene (PE) pipe shall comply with AWWA Specifications C901-96. C. If rework compounds are required, only those generated in the Manufacturer's own plant from resin compounds of the same class and type from the same raw material supplier shall be used. D. Dimensions and workmanship shall be as specified by ASTM D-3035 . PE fittings and transitions shall meet ASTM D3261. PE pipe shall have a minimum density of 0.955 grams per cubic centimeter. All PE pipe and fittings shall have a Hydrostatic Design Basis (HDB) of 1,600 psi. E. PE pipe and accessories 3" and greater in diameter, shall be 160 psi at 73.4°F meeting the requirements of Standard Dimension Ration (SDR) 11 as MINIMUM STRENGTH. F. Compliance with the above requirements must be certified by the pipe Manufacturer. 1.05. FITTINGS A. All molded fittings and fabricated fittings shall be fully pressure rated to match the pipe SDR pressure rating to which they are made. All fittings shall be molded or fabricated by the manufacturer. No Contractor fabricated fittings shall be used unless approved by the Engineer. B. The manufacturer of the PE pipe shall supply all PE fittings and accessories as well as any adapters and/or specials required to perform the work as shown on the Drawings and specified herein. C. All transition from PE pipe to ductile iron shall be made per the PE pipe manufacturer's recommendations and specifications. A molded flange connector adapter within a carbon steel back-up ring assembly shall be used for pipe type transitions. Ductile iron back-up rings shall mate with cast iron flanges per ANSI B16.1. A 316 stainless steel back-up ring shall mate with a 316 stainless steel flange per ANSI B16.1. D. Fittings and transitions shall be as manufactured by Phillips Driscopipe, Inc., 1000 Series Pressure Pipe, Chevron Chemical Company Plexco/Spiralite pipe, or equal. E. Compliance with the above requirements must be certified by the pipe supplier. 1.06. JOINTING METHOD A. The pipe shall be joined with butt, heat fusion joints. All joints shall be made in strict compliance with the manufacturer's recommendations B. Lengths of pipe shall be assembled into suitable installation lengths by the butt - fusion process. All pipe so joined shall be made from the same class and type of 02627-3 raw material made by the same raw material supplier. Pipe shall be furnished in standard laying lengths not to exceed 50 feet. C. The polyethylene flange adapters at pipe material transitions shall be backed up by carbon steel flanges conforming to ANSI B16.1 and shaped as necessary to suit the outside dimensions of the pipe. The flange adapter assemblies shall be connected with corrosion resisting bolts and nuts of Type 316 Stainless Steel as specified in ASTM A726 and ASTM A307. All bolts shall be tightened to the manufacturer's specified torques. Bolts shall be tightened alternatively and evenly, After installation apply a bitumastic coating to bolts and nuts. 1.07. PIPE IDENTIFICATION A. The following shall be continuously indent printed on the pipe or spaced at intervals not exceeding 5 -ft: 1. Name and/or trademark of the pipe manufacturer. 2. Nominal pipe size. 3. Dimension ratio. 4. The letters PE followed by the polyethylene grade in accordance with ASTM D 1248, followed by the hydrostatic design basis in 160's of psi, e.g., PE 3408. 5. Manufacturing standard reference, e.g., ASTM F714 or D-3035, as required. 6. A production code from which the date and place of manufacture can be determined. B. Number 14 Single Conducter Copper Trace Wire shall be spiral wrapped or affixed to the top of all pipe and fittings. See Trace Wire Detail M-16 for specifications regarding installation. 1.08. INSTALLATION A. Polyethylene (PE) Pipe shall be installed in accordance with the instruction of the manufacturer, as shown on the Drawings and as specified herein. All heat fusion joints shall be done by a factory qualified joining technician as designated by the pipe manufacturer. B. Care shall be taken in loading, transporting and unloading to prevent injury to the pipe. Pipe or fitting shall not be dropped. All pipe or fitting shall be examined before installation, and no piece shall be installed which is found to be defective. Any damage to the pipe shall be repaired as directed by the Engineer. If any defective pipe is discovered after it has been installed, it shall be removed and .replaced with a sound pipe in a satisfactory manner by the contractor, at his own expense. C. Under no circumstances shall the pipe or accessories be dropped into the trench. D. Care shall be taken during transportation of the pipe such that it will not be cut, kinked or otherwise damaged. 02627-4 E. Ropes, fabric or rubber protected slings and straps shall be used when handling pipes. Chains, cables or hooks inserted into the pipe ends shall not be used. Two slings spread apart shall be used for lifting each length of pipe. F. Pipes shall be stored on level ground, preferably turf or sand, free of sharp objects which could damage the pipe. Stacking of the polyethylene pipe shall be limited to a height that will not cause excessive deformation of the bottom layers of pipes under anticipated temperature conditions. Where necessary due to ground conditions, the pipe shall be stored on wooden sleepers, spaced suitably and of such width as not to allow deformation of the pipe at the point of contact with the sleeper or between supports. G. Care shall be exercised when lowering pipe into the trench to prevent damage or twisting of the pipe. • H. Pipe shall be laid to lines and grade shown on the Drawings with bedding and backfill as shown on the Drawings. I. When laying is not in progress, including lunchtime, the open ends of the pipe shall be closed by fabricated plugs, or by other approved means. J. Pipe shall be stored on clean level ground to prevent undue scratching or gouging. The handling of the pipe shall be in such a manner that the pipe is not damaged by dragging it over sharp and cutting objects. The maximum allowable depth of cuts, scratches or gouges on the exterior of the pipe is 10 percent of wall thickness. The interior pipe surface shall be free of cuts, gouges or scratches. K. Sections of pipe with cuts, scratches or gouges exceeding five percent of the pipe wall thickness shall be removed completely and the ends of the pipeline rejoined. L. The pipe shall be joined by the method of thermal butt fusion, as outlined in ASTM D2657. All joints shall be made in strict compliance with the manufacturer's recommendations. M. Mechanical connections of the polyethylene pipe to auxiliary equipment such as valves, pumps and tanks shall be through flanged connections which shall consists of the following: A polyethylene flange shall be thermally butt -fused to the stub end of the pipe. A carbon steel back-up ring shall be used on both sides of the connection prior to thermally butt -fusing the polyethylene flange. 2. A 316 stainless steel back up ring shall mate with a 316 stainless steel flange. 3. Ductile iron back up rings shall mate with cast iron flanges N. Flange connections shall be provided with a full face neoprene gasket. 0. All PE pipe must b -I at the temperature of the surrounding soil at the time of backfilling and compaction. P. No single piece of pipe shall be laid unless it is straight. The centerline of the pipe shall not deviate from a straight line drawn between the centers of the openings at the 02627-5 ends of the pipe by more than 1/16 -in per foot of length. If a piece of pipe fails to meet this requirement check for straightness, it shall be rejected and removed from the site. Laying instructions of the manufacturer shall be explicitly followed. Q. If a defective pipe is discovered after it has been installed, it shall be removed and replaced with a sound pipe in a satisfactory manner at no additional cost to the Owner. All pipe and fittings shall be thoroughly cleaned before installation, shall be kept clean until they are used in the work and when laid, shall conform to the lines and grades required. R. As soon as the excavation is complete to normal grade of the bottom of the trench, bedding shall be placed, compacted and graded to provide firm, uniform and continuous support for the pipe. Bell holes shall be excavated so that only the barrel of the pipe bears upon the bedding. The pipe shall be laid accurately to the lines, and grades indicated on the Drawings. Blocking under the pipe will not be permitted. Bedding shall be placed evenly on each side of the pipe to mid -diameter and hand tools shall be used to force the bedding under the haunches of the pipe and into the bell holes to give firm continuous support for the pipe. Bedding shall then be placed to 12 -in above the top of the pipe. The initial 3 -ft of backfill above the bedding shall be placed in 1 -ft layers and carefully compacted. Generally the compaction shall be done evenly on each side of the pipe and compaction equipment shall not be operated directly over the pipe until sufficient backfill has been placed to ensure that such compaction equipment will not have a damaging effect on the pipe. Equipment used in compacting the initial 3 -ft backfill shall be approved by the pipe manufacturer's representative prior to use. S. Good alignment shall be preserved during installation. The deflection at joints shall not exceed that recommended by manufacturer. Fittings, in addition to those shown on the Drawings, shall be provided, if required, in crossing utilities which may be encountered upon opening the trench. T. Each length of the pipe shall have the assembly mark aligned with the pipe previously laid and held securely until enough backfill has been placed to hold the pipe in place. Joints shall not be "pulled" or "cramped". U. Before any joint is made, the pipe shall be checked to assure that a close joint with the next adjoining pipe has been maintained and that the inverts are matched and conform to the required grade. The pipe shall not be driven down to grade by striking it. V. Precautions shall be taken to prevent flotation of the pipe in the trench. W. When moveable trench bracing such as trench boxes, moveable sheeting, shoring or plates are used to support the sides of the trench, care shall be taken in placing and moving the boxes or supporting bracing to prevent movement of the pipe, or disturbance of the pipe bedding and the backfill. Trench boxes, moveable sheeting, shoring or plates shati not be allowed to extend below the top of the pipe. As trench boxes, moveable sheeting, shoring or plates are moved, pipe bedding shall be placed to fill any voids created and the backfill shall be recompacted to provide uniform side support for the pipe. 02627 6 X. Concrete thrust blocks shall be installed at all fittings and other locations as directed by the Engineer. Minimum bearing area shall be as shown on the Drawings. Concrete shall be placed against undisturbed material and shall not cover joints, bolts or nuts, or interfere with the removal of any joint. Wooden side forms shall be provided for thrust blocks. Y. Restrained joints shall be installed where shown on the Drawings or as directed by the Engineer. 1.09 TESTING A. All PE water mains shall be field tested. Supply all labor, equipment, material, gages, pumps, meters and incidentals required for testing. Pressure test each water main upon completion of the pipe laying and backfilling operations, including placement of any required temporary roadway surfacing. B. All water mains shall be tested at 150 percent of the operating design pressure of the pipe unless otherwise approved by the Engineer. The operating design pressure of the pipe is 100 psi. The test pressure shall be measured at the highest point along the test section by a recording type pressure gage and a copy of the readout shall be submitted to the Engineer upon completion of the test. All testing shall be conducted in the presence of the Engineer or his/her designated representative. C. Testing shall be conducted after backfilling has been completed and before placement of permanent surface. D. Testing procedure shall be as €ollows: I . Fill line slowly with water. Maintain flow velocity less than two feet per second. 2. Expel air completely from the line during filling and again before applying test pressure. Air shall be expelled by means of taps at points of highest elevation. 3. Apply initial test pressure and allow to stand without makeup pressure for two to three hours, to allow for diametric expansion or pipe stretching to stabilize. 4. After this equilibrium period, apply the specified test pressure and turn the pump off. The final test pressure shall be held for one to three hours. 5. Upon completion of the test, the pressure shall be bled off from a location other than the point where the pressure is monitored. The pressure drop shall be witnessed by the resident project representative at the point where the pressure is being monitored and shall show on the recorded pressure read-out submitted to the Engineer. E. Allowable amount of makeup water for expansion during the pressure test shall conform to Chart 6, Allowance for Expansion Under Test Pressure, Technical Report TR 3119-79, published by the Plastic Pipe Institute (PPI). If there are no visual leaks or significant pressure drops during the final test period, the installed pipe passes the test. F. If any test of pipe laid disclosed leakage significant pressure drop greater than the allowed, the Contractor shall, at his/her own expense, locate and repair the cause of 02627-7 leakage and retest the line. The amount of leakage which will be permitted shall be in accordance with AWWA C600 Standards. G. All visible leaks are to be repaired regardless of the amount of leakage. H. The Contractor must submit his plan for testing to the Engineer for review at least (10) days before starting the test. At the conclusion of the work, thoroughly clean all of the new pipe lines to remove all dirt, stones, pieces of wood or other material which may have entered during the construction period. Debris cleaned from the lines shall be removed from the job site. If, after this cleaning, any obstructions remain, they shall be removed. (END OF SECTION) 02627-8 (UGC02660.FMT)aa SECTION 02660 TESTING AND INSPECTION OF WATER MAINS 1.01 PRESSURE AND LEAKAGE TESTS OF UNDERGROUND PRESSURE PIPING A. Hydrostatic pressure and leakage tests shall conform with Section 4 of the latest edition of AWWA C-600 specifications with the exception that the Contractor shall furnish all gauges, meters, pressure pumps and other equipment needed to test the line. Engineer or designated representative shall be present during all testing, televising and final inspections. E. The pressure required for the field hydrostatic pressure test shall be 1.5 times the normal working pressure at the point of testing, and not less than 1.25 times the working pressure at the highest point along the test section, but not less than 150 psi (100 psi for force main). The Contractor shall provide temporary plugs and blocking necessary to maintain the required test pressure. Corporation cocks at least 1 inch in diameter, pipe riser, and angle globe valves shall be provided at each pipe dead-end in order to bleed air from the line. Duration of pressure test shall be at least 2 hours. The cost of these items shall be included as a part of testing. C. The leakage test shall be conducted concurrently with the hydrostatic pressure test and shall be of not less than 2 hours duration. All leaks evident at the surface shall be repaired and leakage eliminated regardless of total leakage as shown by test. Lines that fail to meet tests shall be repaired and retested as necessary until test requirements are complied with. Defective materials, pipes, valves and accessories shall be removed and replaced. The pipelines shall be tested in such sections as may be directed by the Engineer by shutting valves or installing temporary plugs as required. The line shall be filled with water and all air removed, and the test pressure shall be maintained in the pipe for the entire test period by means of a force pump to be furnished by the Contractor. The amount of water required is a measure of the leakage. D. The Contractor must submit his plan for testing to the Engineer for review at least five (5) working days before starting the test. The Contractor shall remove and adequately dispose of all blocking material and equipment after completion and acceptance of the field hydrostatic test, unless otherwise directed by the Engineer. Any damage to the pipe coating shall be repaired by the Contractor. Lines shall be totally free and clean prior to final acceptance. 02660-1 T.. The Engineer or the Engineer's representative must be present during testing. No thrust blocks shall be backfilled until inspected by IRCDUS inspectors. G. Before the pressure testing of new pipelines against existing Indian River County valves can commence, the lines shall be properly chlorinated, sampled, and bacteriologically approved. 1.O2 DISINFECTING POTABLE WATER PIPELINES A. Before being placed in service, all potable water pipelines shall be chlorinated in accordance with the latest edition of AWWA C-651, "Standard Procedure for Disinfecting Water Mains." The procedure shall be approved by the Engineer. The location of the chlorination and sampling points will be as specified by the Florida Department of Environmental Protection, Water Distribution System Permit. Taps for chlorination and sampling shall be uncovered and backfilled by the Contractor, as required. 1:1. The general procedure for chlorination shall be first to flush all dirty or discolored water from the lines, and then introduce chlorine in approved dosages in accordance with Table 1-1 through a tap at one end, while water is being withdrawn at the other end of the line. All water flushed from mains shall be directed into rear or side yard ditches. The chlorine solution shall remain in the pipeline for no less than 24 hours. Following the chlorination period, all treated water shall be flushed from the lines at their extremities and replaced with water from the distribution system. Bacteriological sampling and analysis of the replacement water shall then be made by the Engineer in full accordance with the AWWA Manual M23. The Contractor will be required to rechlorinate, if necessary. The line shall not be placed in service until the requirements of the State and County Environmental Health Department are met. I Special disinfection procedures shall be used in connections with existing mains, and where the method outlined above is not practical. The Contractor shall make all arrangements necessary with an independent commercial laboratory approved by the Department of Health and Rehabilitative Services (HRS) for the collection and examination of samples of water from disinfected water mains. These samples shall be examined for compliance with HRS requirements. Sampling shall be r made daily and continuously until two successive examinations are found satisfactory. Should three examinations be found unsatisfactory, the line shall be flushed and disinfected again. Certified copies of all laboratory analyses shall be provided to the Owner. The cost of all sampling, flushing, and disinfecting shall be included in the contract price, and no additional charge shall be made to the Owner for this work. County personnel shall operate all valves and be present to determine and control the volume of water used for flushing. TABLE 1-1 Chlorine Required to Produce 25-mg/L Concentration In 100 Ft. of Pipe by Diameter Pipe 100 -percent 1 -percent Diameter Chlorine Chlorine Solution finches) (oral (gallons) 4 0.013 0.16 6 0.030 0.36 8 0.054 0.65 10 0.085 1.02 12 0.120 1.44 16 0.217 2.60 1.03 TESTING OF GRAVITY SEWERS A. Leakage tests by exfiltration or infiltration, as described below will be made on all pipe. The County shall have the option of determining which test shall be employed. Generally, if the groundwater table is below the bottom of the pipe, an exfiltration test shall be used. B. Exfiltration tests will be made on the pipe before or after backfilling, at the discretion of the County. The length of the sewer to be tested shall be such that the head over the crown of the upstream end is not less than 2 feet, and the head over the downstream crown is not more than 6 feet, unless directed otherwise by the County. The sewer shall be plugged by pneumatic bags or mechanical plugs in such a manner that the air can be released from the sewer while it is being filled with water. The test shall be continued for one hour and provisions shall be made for measuring the amount of water required to maintain the water at a constant level during this period. If test results are unsatisfactory, the Engineer may direct that additional tests are made on any or all of the pipe. 02660-3 C. If any joint shows an appreciable amount of leakage, the jointing material shall be removed and joint remade. If any pipe is defective, it shall be removed and replaced. If the quantity of water required to maintain a constant level in the sewer for one hour does not exceed I00 gallons per inch of diameter per day per mile of sewer, and if all the leakage is not confined to a few joints, the workmanship shall be considered satisfactory. If the amount of leakage indicates defective joints or broken pipes, they shall be corrected by the Contractor. D. Pipe shall be tested for infiltration after the backfill has been placed. Infiltration tests shall be made under the supervision of the County, and the length of line to be tested shall be as directed by the County. The allowable infiltration shall be 100 gallons per inch of diameter per day per mile of sewer. E. Rates of infiltration shall be determined by means of V -notch weirs, pipe spigot, or by plugs in the end of the pipe, to be provided and installed by the Contractor in an approved manner, and at such times and locations as may be directed by the County. P. If an inspection of the completed sewer or any part thereof shows any manholes, pipes, or joints which allow the infiltration of water in a noticeable stream or jet, defective work or material shall be replaced or repaired, as directed. G. Leakage between two adjacent manholes may be double the amount above stated, provided the average leakage for a total length of any size does not exceed the amount first stated, and provided there are no gushing or spurting leaks. i I All water used in testing and flushing shall be furnished at the Contractor's expense. The Contractor may use an air test in lieu of the exfiltration test as described above. If lie elects to do this, he shall submit his proposed method to the County for approval. If the results of the air test are unsatisfactory, as determined by the County, the Contractor shall be required to perform the exfiltration test as outlined above. 02660-4 K. At the conclusion of the work, the Contractor shall thoroughly clean all of the pipe by flushing with water or other means to remove all dirt, stones, pieces of wood, or other material which may have entered during the constriction period. Debris cleaned from the lines shall be removed from the lowest outlet. If, after this outlet cleaning, obstructions remain, they shall be removed. After the pipe is cleaned and if the groundwater level is above the pipe, or following a heavy rain, the County will examine the pipe for leaks. If defective pipes or joints are discovered at this time they shall be repaired by the Contractor. L. Upon completion of the work, the sewer system or selected sections therein shall be subjected to a final test and inspection. All work in the system or sections therein being tested shall be complete, cleaned, and ready for use. Tests shall be as specified herein and shall meet all requirements as to line, grade, cleanliness, infiltration, exfiltration, and workmanship. M. Inspection of mains shall be by use of a self-contained television system and larnping. These facilities shall be provided and operated by the Contractor as specified below: The Contractor shall provide the County with videotape recordings, on VHS format, of the interior of all main line gravity sewers 8 inches in diameter and larger. The tapes shall be contained in an approved cartridge -type container. The tapes shall be recorded by pulling a television camera through the line along the axis of the pipe. The television equipment shall consist of a self-contained camera and a monitoring unit connected by a coaxial able. These recordings shall be done during the inspection of the mains. Monitors shall be available to the Engineer and Owner during these inspections. Monitors shall also be provided with a "Polaroid" type camera so that, as may be requested by the County, photographs will be made of a particular portion of the main being viewed. The tapes shall be properly exposed and the camera shall be in proper focus so that good, clear recordings showing detail are produced. Tapes shall be identified by audio recordings noting the manhole numbers, distances to service lateral connections, direction of lateral connection, and any leaks, cracks or pipe defects. Each cartridge shall be clearly marked as to the contents and number, with an index of all cartridges. Videotapes of the completed mains shall be delivered to IRCDUS. The Contractor shall provide any assistance required by the County to assist the Engineer with visual inspections. END OF SECTION 02660-S