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Currency [0]5Explanatory TextG5Explanatory Text %6 : Followed Hyperlink 7Good;Good  a%8 Heading 1G Heading 1 I}%O9 Heading 2G Heading 2 I}%?: Heading 3G Heading 3 I}%23; Heading 49 Heading 4 I}%<( Hyperlink =InputuInput ̙ ??v% > Linked CellK Linked Cell }% ?NeutralANeutral  e%"Normal @Normal 2A Normal 2 2 BNormal 3<C7Normal_PN5326 Schedule of Work and tender summary rev00 DNoteb Note   EOutputwOutput  ???%????????? ???F$Percent GTitle1Title I}% HTotalMTotal %OOI Warning Text? Warning Text %XTableStyleMedium2PivotStyleLight16`4M Cover SheetContents y_CS1 Bill Nr. 1 CS2-  Bill Nr. 2 jCS3n Bill Nr. 3 9CS4N Bill Nr. 4 f CS59 Bill Nr. 5 j CS6z Bill Nr. 6  CS7 Bill Nr. 7 C CS8{ Bill Nr. 8 W1CS9 Bill Nr. 9 |=CS10 Bill Nr. 10 YCS11Summary 'cCS12 [FOT,>     _xlfn.F.DIST  ;d  ;1  ;  ;  ;  ;  ;  ;  ;  ;  ;   ;5 1BCADEFGHJKLMNP%!PROVISIONAL SUMS FOR DEFINED WORK#PROVISIONAL SUMS FOR UNDEFINED WORKDAYWORK CONTINGENCIESQThe Contractor s attention is drawn to the clause  Daywork in the Preliminaries.When it is authorised that the value of any work executed in this Contract shall be charged on a daywork basis, the method of accounting these charges will be by the adjustment of the provisional sums included hereunder for the prime cost of Labour, Materials, Goods and Plant with the addition of a percentage to be inserted by the Contractor to cover Incidental Costs, Overheads and Profit as described. In the settlement of accounts it will be presumed that all Sub-Contractors have agreed to this basis. The amount of each percentage shall be calculated and extended into the cash column and shall be included in the compilation of the Tender.The definition of Labour, Materials, Goods, Plant and Incidental Costs and Overheads is as defined in  The Definition of Prime Cost of Daywork Carried Out Under a Building Contract Fourth Edition dated 1st January 1990 published by the Royal Institution of Chartered Surveyors and the Building Employers Confederation and the section numbers stated below refer to the sections contained in this publicationInclude the sum of 500.00 (Five hundred pounds) for the prime cost of Plant as defined in Section (5) at rates not exceeding those normally applied in the locality at the time when the works are carried out, or on a use and waste basis where applicableSUMMARY COLLECTION DescriptionQuantityUnitRateRef Total pCARRIED TO FORM OF TENDER To Collection BILL NR 3 BILL NR 40BILL NR 1 - PRELIMINARIES / GENERAL CONDITIONSItemmNrm generallym3TQRSUDRAINAGEExcavating trenches,Granular material; 10 single sized aggregateBeds and surrounds$425 x 425; for pipe 100 nominal size100 nominal size in trenches BILL NR 6 BILL NR 7OThe following Provisional Sums shall be expended as directed by the Architect:-HAdd for incidental costs, overheads and profit as defined in Section (6)State & & & % for incidental costs, overheads and profit where work is executed during the defects liability period of the ContractInclude the sum of 500.00 (Five hundred pounds) for the prime cost of Plant as defined in Section (5) and in accordance with the Schedule of Basic Plant Charges "Fourth Revision" dated 1st January 1990 published by the Royal Institution of Chartered SurveyorsAdd for incidental costs, overheads and profit as defined in Section (6) and adjustment in accordance with Explanatory Notes given in the "Schedule of Basic Plant Charges"BILLS OF QUANTITIESforat ARCHITECT- ManchesterQUANTITYT SUMNER SMITH AND PARTNERSSURVEYORChartered Quantity SurveyorsTel: 0161 832 0403 CONTENTS PAGEFORM OF TENDER APPENDIX A - DAYWORK PERCENTAGESAPPENDIX B - WORK TO BE SUB-LET BILL NR 1"PRELIMINARIES / GENERAL CONDITIONS-BILL NR 1: PRELIMINARIES / GENERAL CONDITIONSA10 : PROJECT PARTICULARSName/nature of projectLocation of projectEmployer ArchitectQuantity SurveyorStructural EngineerPrincipal DesignerMDonn Management Ltd, 51 Greek Street, Stockport, SK3 8AX - Tel: 0161 480 9900Principal ContractorCThe Contractor who is appointed to carry out the construction work.0A11 DRAWINGS, SPECIFICATIONS AND OTHER DOCUMENTS"Tender Drawings and SpecificationsContract Drawings=The Contract Drawings will be the same as the Tender drawingsBill Preparation Drawings@These Bills of Quantities were prepared from the Tender drawings%The Pre-Tender Health and Safety PlanThe Pre-tender Health and Safety Plan accompanies the tender documents and it must be read in conjunction with these Bills of Quantities and all costs whatsoever for complying with same included in the tender.The terms and conditions of the Pre-tender Health and Safety Plan will override the terms and conditions in these Bills of Quantities should they be in conflict.It will be the Contractor s responsibility once he has been appointed to compile the Construction Phase Health and Safety Plan and the Health and Safety file.A12 THE SITE/EXISTING BUILDINGSThe SiteThe Ecclesiastical CompassAll directional observations referred to in these Bills of Quantities are taken using the ecclesiastical compass, therefore the Tower is attached to the West end of the Church-Existing Buildings on or adjacent to the Site&Existing Services on and over the SiteExisting services must be defined by consultation with all relevant parties, as far as possible, prior to any work commencing on site and if  LIVE must be maintained and protected at all times.Access to the SiteRisks to Health and SafetyUse of the SiteFDo not use the site for any purpose other than carrying out the works. Car Parking Construction Materials8Any materials used either for or during the construction of the project will be subject to an assessment under the Control of Substances Hazardous to Health Regulations (COSHH), and the Contractor will be required to complete all the relevant forms as applicable (copies available from the Architect on request). Recommendation to Visit the SiteThe Contractor shall be deemed to have satisfied himself as regards existing roads and other means of communication with and access to the site, the risk of injury or damage to property adjacent to the site or to the occupiers of such property and conditions under which the works will have to be carried out and generally to have obtained all information on matters affecting the execution of the Works.No claim by the Contractor will be allowed for additional payment on the grounds that he did not or could not foresee any matter which may in fact affect or have affected the execution of the Works.1A13 : EXTENT OF CONTRACT AND DESCRIPTION OF WORKSThe WorkThe contract comprises: - Order of WorkThere is no specific requirement as to the order in which the works are executed. All programming is to be the responsibility of the ContractorA20: THE CONTRACTForm of ContractFThe Contractor is advised to inspect the Form of Contract, the clause headings of which are scheduled hereafter, together with all amendments which will be made to the printed document and to include for all costs and charges he may require in complying with any of the clauses that may be considered to have a monetary value.LSchedule of clause headings etc., in Form of Contract and amendments theretoARTICLES OF AGREEMENTRECITALS 1st Recital - The WorksDthe words  the Specification and the Work Schedules will be deletedthe words  particulars of the Intermediate Named Sub-contractor Tender etc. and the Tender Documents referred to in them' will be deletedFthe words  priced the Specifi< cation / Works Schedules will be deletedAlternative B will be deleted ythe words  and has provided the Employer with the priced schedule of activities annexed to this contract' will be deletedARTICLES1Article 1 - Contractors obligations&Article 2 - Contract Sum>Article 3 - Architect/The Contract Administrator+Article 4 - Quantity Surveyor,Article 5 - Principal Designer.Article 6 - Principal Contractor&Article 7 - Adjudication&Article 8 - Arbitration +Article 9 - Legal ProceedingsCONTRACT PARTICULARS<This section of the Contract will be completed as follows: -<The Employer is not a contractor for the purposes of the CISThe project is notifiableCNot applicable - will be fully detailed in the Bills of Quantities Not applicable#Supplemental Provisions 1 - 6 apply@Employer's nominee and Contractor's nominee - both to be agreed Article 8 : ArbitrationAppliesClause 1.1 : Base Date5Ten days before the date set for the return of tenderClause 1.1 : BMI ProtocolNot applicable -Clause 1.1 : Date for completion of the Works-Reference to work in sections not applicable *Clause 1.7 : Addresses for Serving NoticesSee Bills of Quantities 'Clause 2.4 : Date of Possession of Site-Clauses 2.5 : Deferment of Possession of SiteDoes not apply"Clause 2.23.2 : Liquidated Damages2At the rate of 500 for every week or part thereofClause 2.29 : Section Sums"Clause 2.30 : Rectification PeriodXTwelve months from the day named in the Certificate of Practical Completion of the Works7Clause 4.3, 4.9 and Schedule 4 : Fluctuations ProvisionClause 4.7 : Advance PaymentDoes not apply !Clause 4.7 : Advance Payment BondIs not required &Clause 4.8.1 : Interim Valuation DatesMonthly dates to be agreed5Clause 4.9.1 : Interim Payments - Percentage of value 95 per cent 97 per cent 2Clause 4.10.4 : Listed Items - Uniquely identifiedDThis clause will be deleted unless agreed otherwise at tender stage 4Clause 4.10.5 : Listed Items not uniquely identifiedCThis clause will be deleted unless agreed otherwise at tender stageSClause 6.4.1 Contractors Public Liability Insurance - injury to persons or property 5,000,000 (Five million pounds)0Clause 6.5.1 : Insurance - Liability of EmployerInsurance is not required ?Clause 6.7 and Schedule 1 : Works Insurance - Insurance Options3Options C applies - Options A and B will be deletedParagraph C1 appliesAClause 6.7 and Schedule 1 : Percentage to cover professional fees 17 per cent ,Clause 6.10 and Schedule 1 : Terrorism CoverClause 6.15 : Joint Fire Code2The joint fire code applies -  Large Project - No6Clause 6.18 : Joint Fire Code - amendments / revisionsSThe cost of compliance with amendments / revisions shall be borne by the ContractorClause 7.2.1 : Performance Bond Not required8Clause 7.2.2 : Guarantee from Contractors Parent Company"Clause 7.3 : Collateral Warranties#Clause 8.9.2 : Period of Suspension Two months 2Clause 8.11.1.1 to 8.11.1.5 : Period of Suspension Two monthsClause 9.2.1 : Adjudication;Adjudicator to be the Royal Institute of British ArchitectsClause 9.4.1 : ArbitrationfArbitrator to be named by the President or Vice President of the Royal Institute of British Architects ATTESTATIONvThe contract will be prepared to be executed under hand and all reference to being executed as a deed will be deleted. CONDITIONS1Section 1 Definitions and Interpretations(Section 2 Carrying out the WorksIClause 2.12 : Bills of Quantities - method of measurement will be deleted&Section 3 Control of the WorksSection 4 Payment'Amendment - Clause 4.9.3 - Listed Items\Payments will not be made and clause will be deleted unless agreed otherwise at tender stageSection 5 Variations.Section 6 Injury, Damage and InsuranceWAmendment - Clause 6.5 Contractor s insurance liability of the Employer will be deletedXSection 7 Assignment, Performance Bonds and Guarantees and Collateral Warranties+Amendment Clauses 7.2 - 7.8 will be deletedSection 8 Termination(Section 9 Settlement of disputes SCHEDULES"Schedule 1 Insurance Options %Schedule 2 Named Sub-contractorsSchedule 3 Forms of Bond FSchedule 4 Fluctuations - Contribution, Levy and Tax Fluctuations(Schedule 5 Supplemental Provisions aA30 EMPLOYER'S REQUIREMENTS OR LIMITATIONS: TENDERING/SUB LETTING/ SUPPLY MAIN CONTRACT TENDERINGTendering ProcedureBThe tender shall be expressed as a lump sum on the Form of Tender.Any queries regarding the tender documents should be raised as early as possible during the tender period. Tenderers are requested to bring to the attention of the Architect any apparent ambiguities, errors or omissions in the tender documents.iTenderers shall treat the tender documents and all details contained therein as private and confidential.Basis of Tender ExclusionsIf the Contractor cannot tender for any part(s) of the work as defined in the tender documents he must inform the Architect as soon as possible, defining the relevant part(s) and stating the reasons for his inability to tender.Availability of LabourThe Contractor shall be deemed to have satisfied himself as regards the availability and the facilities for obtaining the materials referred to in these Bills of Quantities, as no claim for additional payment in this respect will be allowed.Availability of MaterialsAcceptance of TenderThe Employers do not bind themselves to accept the lowest or any tender or be liable for any expense in the preparation thereof. The Employer also reserves the right to negotiate with more than one Tenderer.Pricing of Preliminaries(The following abbreviations to be used:-F = Fixed charge item TR = Time related charge itemThe Contractor must clearly mark when submitting a priced bill which of his prices are Fixed or Time related by the use of the abbreviations given above.Quality Control ResourcesdA statement must be submitted by the successful Tenderer describing the organisation and resources which he proposes and undertakes to provide to control the quality of the Works, including the work of sub-contractors. The statement must include the number and type of staff responsible for quality control, with details of their qualifications and duties.Deemed to IncludeThe tender shall be deemed to include everything necessary for the proper execution of the works whether or not shown on the drawing or described in these Bills of Quantities providing that the same may be reasonably inferred therefrom.The Contractor shall include for all plant, scaffold, shoring, staging, hoisting equipment, cradles, bins for carting away debris together with all temporary support and protection and clearing away on completion.Where the structure is cut away or otherwise altered, prices are to include for all necessary supports and their removal and reinstatement of all work disturbed on completion.Assignment and sub-letting)This Contract or any part thereof shall not be assigned or sub let without the express written permission of the Architect. In the event of the Contractor desiring to sub let any part thereof, he shall notify the Architect of his wish to do so within seven days of the provisional acceptance of his Tender and at the same time send the names of the Sub Contractors and the particular work he proposes to employ them to do for the Architect's approval. If the Architect does not approve of any of the names submitted, the Contractor shall submit others.The Contractor must include for "general attendance" as described on any work w< hich he is allowed to sub let, and also for all "other attendances" (e.g. office and storage facilities, special scaffolding and plant and electric power etc.) which such Sub Contractors may require..The Contractor will be held responsible for any Sub Contractors he is allowed to employ and will be required to settle accounts with them himself as they will not be acknowledged at the final settlement even though for convenience measurements may be taken with them at the discretion of the Architect."Responsibility for sub-contractorsThe Contractor will be required to enter into a Contract with all Sub Contractors paid through him to bind them to him with the same obligations in respect of the Sub Contract as those for which the Contractor is liable in respect of this Contract.$Contractor to notify Sub-ContractorsThe Contractor is to notify his Sub Contractors for the foregoing Schedule of Conditions and Preliminary Clauses which may affect them.C.D.M. RegulationsThe Contract falls within the C.D.M. Regulations. Pre-Construction information accompanies these Bills of Quantities and the Contractor must include here for any Works whatsoever arising out of or for complying with same.The Contractor must inform the Health and Safety Executive as required by CDM in writing before he commences any work and must send copy of same to the Architect.Bills of QuantitiesCertain items of work to be executed on site may have been aggregated into a single item and the Contractor shall price for all items included in the descriptions. UThe Contractor is advised to check the numbers of the pages in each section and if any are missing or duplicated or if any of the words or figures are indistinct, to contact the Quantity Surveyor at once. Should he fail to do so, no claim for additional payment on these grounds will be admitted and the tender figure shall remain unaltered."Alterations to Bills of QuantitiesNo alteration shall be made by the Contractor in the text of these Bills of Quantities. If any such alterations be made by him they will not be recognised and the text as prepared by the Quantity Surveyor will be rigidly adhered to.kEach item must be priced separately for the purpose of measuring variations and not bracketed with another.)Unpriced items in the Bills of QuantitiesShould the Contractor leave unpriced any of the items in these Bills of Quantities he shall comply with all the obligations attached thereto without extra charge to the Employer.Errors in Pricing9No adjustment will be made to the Tender Sum. Should any discrepancy be found between the Tender Sum and the unit rates inserted by the Contractor he will be notified of such discrepancy and called upon to agree to a revised calculation of his unit rates, failing which his tender shall be deemed to be rejected.(Submission of Priced Bills of Quantities.Must be within 3 days of the request to do so.'Descriptions in the Bills of QuantitiesThe description given to each item shall, unless otherwise stated, be held to include conveyance, delivery, unloading, storing, handling, hoisting, lowering, all labour setting, fitting and fixing in position, return of packings, etc., use of plant, waste of materials, establishment charges, overhead charges and profit. All cutting shall be held to include for the subsequent waste, unless otherwise stated.Measured QuantitiesFor purposes of ordering products and constructing the Works: The accuracy and sufficiency of the measured quantities is not guaranteed. The specification and drawings shall take precedence over the measured quantities.Two copies of the drawings and specifications etc. (not counting any certified copies of the Contract Drawings) will be issued to the Contractor free of charge. Additional copies will be issued on request but will be charged to the Contractor. SupervisionxProvide a full time site Foreman (a working Foreman would be acceptable). Accept responsibility for co ordination, supervision and administration of the Works, including all sub contracts. Arrange and monitor a programme with each subcontractor, supplier, local authority and statutory undertaker, and obtain and supply information as necessary for co ordination of the works. In addition to the constant management and supervision of the works provided by the Contractor s person in charge, all significant types of work must be under the close control of competent trade supervisors to ensure maintenance of satisfactory quality and progress. InsurancesBefore starting work on site submit documentary evidence and/or policies and receipts for the insurances required by the Conditions of Contract.Insurance ClaimsaIf any event occurs which may give rise to any claim or proceeding in respect of loss or damage to the Works or injury or damage to persons or property arising out of the Works, forthwith give notice in writing to the Employer, the Architect and the Insurers. Indemnify the Employer against any loss which may be caused by failure to give such notice. OwnershipMaterials arising from the alteration work are to become the property of the Contractor except where otherwise stated. Remove from site as work proceeds.Climatic ConditionsKeep an accurate record of:B* Daily maximum and minimum air temperatures (including overnight)y* Delays due to adverse weather, including description of the weather, type(s) of work affected and number of hours lost.Programme and Progress ChartThe Contractor must supply with his tender a Programme and Progress Chart of the whole of the Works, including the work of specialists. This programme must be discussed and agreed with the Architect prior to any work commencing on site. The programme is to be broken down into individual trade operations which must be individually numbered for reference purposes.Two copies of this chart are to be forwarded to the Architect and one copy retained in the site office, pinned up in a prominent place and kept up to date so that the actual progress of each part of the Works can be seen at a glance.This programme and the operation thereof will be the Contractor entire responsibility and shall not form the basis of a claim for extensions of time should the programme prove impractical.Progress of the WorksThe Contractor shall accept full responsibility for and arrange with any Named Sub-Contractors, Named Suppliers and Statutory Authorities and Undertakings as to time for commencement of work on the site or delivery of materials, and is to give them such notices as may be necessary and otherwise co-operate with them to ensure proper progress of the Work. He is to obtain from them particulars of all chases, recesses and other information so that their work may be correctly executed. No extra cost will be allowed in consequence of any alterations, delays or temporary suspensions of the work that may be due to such lack of co-operation.Progress ReportscThe Contractor will present a written progress report at each site meeting recording the following:-* Operation reference number (from programme)* Trade description5* % Completion anticipated on programme for each task-* % Completion achieved on site for each taskB* Relevant notes against each trade (i.e. reasons for delays etc.)8* Overall assessment of time lost or gained on programme'* Time lost or gained since last report'* Anticipated Practical Completion date$* Running total of inclement weather&* Building Inspector s visits to site.#* Health and safety incident report Site MeetingsHold regular site meetings as necessary for the proper management and co-ordination of the Contract and as required by the Architect. Meetings will normally be held monthly on a regular day and time. ~The purpose of the meetings will be to assess progress. Notes of the mee< ting will be circulated to all parties as appropriate.wAny design matter requiring a decision is to be notified to the Architect outside the meeting for proper consideration.^Attend all meetings and inform sub-contractors and suppliers when their presence is required. PhotographsPolice RegulationsThe Contractor is to comply with any Police Regulations affecting the execution of the Works and shall allow in his tender for all costs of such compliance.Work Covered UpThe Contractor shall give due notice to the Architect and Quantity Surveyor when any work or materials are intended to be covered up in the Works or otherwise in order that the work can be properly inspected and checked by the Architect and that the correct dimensions may be taken before being so covered up; in default thereof, the same shall be uncovered at the Contractor's expense. Failure to comply with this instruction shall not form the basis of any claim.Labour and Plant Returns|At the beginning of each week provide for verification by the Architect records showing, for each day of the previous week. Cash Flow forecastAs soon as possible and before starting work on site submit to the Quantity Surveyor a forecast showing the gross valuation of the Works at the date of each Interim Certificate throughout the Contract period and based upon the programme for the Works.'Architect's instructions and variationsThe Contractor is particularly referred to Clause 3.8 of the Conditions of Contract as under no circumstances will a variation to the Contract be admitted unless a written instruction from the Architect or a written confirmation of a verbal instruction by the Architect is produced by the Contractor giving full particulars of the instructions, directions or explanations involving the variation.Estimated Cost of VariationsIf the Architect issues details of a proposed instruction with a request for an estimate of cost, submit such an estimate without delay and in any case within 7 days. This is for information only and not an instruction to execute the works.Interim ValuationsAt least five days before the established dates for interim valuations submit to the Quantity Surveyor details of amounts due under the Contract together with all necessary supporting information.Unfixed materials and goodsExtensions of TimeDisturbance of Regular ProgressPAny application under Clause 4.15 in respect of direct loss and/or expense must be made as soon as practicable and with (or to be followed by) the requisite supporting information so as to afford the Architect the opportunity to issue instructions designed (according to the circumstances) to minimise or avoid that loss and/or expense. Accidents0All to be reported immediately to the Architect.DayworksGive reasonable notice to the Architect of the commencement of any work for which daywork vouchers are to be submitted. Before being delivered each voucher must be:kAcceptance of the Daywork Voucher will imply agreement only of the record of the hours worked and the materials used, and will not thereby authorise payment for the work on a Daywork basis. Payments for Daywork shall be made in accordance with the conditions of the Contract. The Architect shall be entitled to amend the amount of time and/or materials shown in such Daywork Vouchers, if in his opinion such amounts exceed that which should reasonably have been expended in producing the result, having regard to the circumstances and the Contractor's obligations to proceed the work in a regular and diligent manner. Where it is authorised that the value of any work executed on this Contract shall be charged on a Daywork basis, the method of accounting these charges will be by the Adjustment of Provisional Sums included thereunder for the "Prime Costs" of Labour, materials and plant with the addition of a percentage to be inserted by the Contractor where indicated, to cover all overheads. All costs to be computed in accordance with the "Definition of Prime Cost of Daywork carried out under a Building Contract" as published by the RICS and Building Employers Confederation (formerly The National Federation of Building Trades Employers). In the settlement of accounts it will be presumed that all Sub Contractors have agreed to this basisValue Added TaxThe Contract falls within the scope of operation of Value Added Tax which is referred to in Supplemental Conditions of the conditions of Contract and The Supplemental Agreement (the VAT Agreement).The payment and recovery of Value Added Tax will be the entire responsibility of the Contractor who will be deemed to have allowed in his tender for all incidental, costs and expenses which may be incurred. Generally*Goods, materials and workmanship shall be of good and substantial quality and to the best of their respective kinds and shall throughout be in accordance with good building practice. Those items for which there is a British Standard Code of Practice shall unless otherwise stated, comply with the latest issue thereof current at the date of tender. If the Contractor has any doubts about the materials specified, or their particular use or wishes to use alternative materials to that specified, he shall contact the Architect in writing for a decision. Good Practice-Where and to the extent that materials, products and workmanship are not fully detailed or specified they are to be: Of a standard appropriate to the Works and suitable for the functions stated in or reasonably to be inferred from the project documents, and In accordance with good building practice. Timing of Tests and InspectionsAgree dates and times of tests and inspections with Architect several days in advance, to enable the Architect and other affected parties to be present. On the previous working day to each such test or inspection confirm that the work or sample in question will be ready or, if not ready, agree a new date and time. The Architect reserves the right to make any charges for abortive time incurred by him or any of his staff.Test CertificatesrSubmit copies of each certificate to Architect as soon as practicable and keep copies of all certificates on site.4Where approval of products is specified submit samples or other evidence of suitability. Do not confirm orders or use products until approval of samples has been obtained. Retain approved samples in good, clean condition on site for comparison with products used in the Works. Remove when no longer required. Setting OutAppearance and FitpArrange the setting out, erection, juxtaposition of components and application of finishes (working within the practical limits of the design and the specification) to ensure that there is satisfactory fit at junctions, that there are no practically or visually unacceptable changes in plane, line or level and that the finished work has a true and regular appearance.Wherever satisfactory accuracy, fit and/or appearance of the work are likely to be critical or difficult to achieve, obtain approval of proposals or of the appearance of the relevant aspects of the partially finished work as early as possible.Without prejudice to the above and unless specified otherwise, tolerances will (where applicable) be not greater than those given in BS 5606, Tables 1 and 2.Access for the ArchitectProvide at all reasonable times access to the Works and to other places of the Contractor or Sub-Contractors where work is being prepared for the Contract.}Access to the work must also be given to the Employer's Representatives by prior appointment and to other legitimate persons.rGive the Architect not less than 5 working days notice before removing scaffolding or other facilities for access. Defects in Existing ConstructionuDefects must be reported to the Architect without delay. Obtain instructions before proceeding with work which may:-Defective WorkWhere in the opinion of the Architect any of the finished works or the materials or workmanship in any part of the works do not comply with all the relevant requirements of this specification, that part of the works shall be classed as defe< ctive work.All work classed as defective work shall be cut out and removed from the works and replaced to the satisfaction of the Architect.The extent of the work to be removed and the method to be used in the removal and replacement of this work shall be in accordance with the Architect s direction.6Proposals for Rectification of Defective Work/ProductsAs soon as possible after any part(s) of the work or any products are known to be not in accordance with the Contract or appear that they may not be in accordance submit proposals to Architect for opening up, inspection, testing, making good, adjustment of the Contract Sum, or removal and re-execution. Such proposals may be unacceptable to the Architect and he may issue contrary instructions. #Measures to Establish AcceptabilitynWherever inspection or testing shows that the work, materials or goods are not in accordance with the Contract and measures (e.g. testing, opening up, experimental making good) are taken to help in establishing whether or not the work is acceptable, such measures will be at the expense of the Contractor, and will not be considered as grounds for extension of time.Quality Control2Establish and maintain procedures to ensure that the Works, including the work of all subcontractors, comply with specified requirements. Maintain full records, keep copies on site for inspection by the Architect, and submit copies of particular parts of the records on request. The records must include:8Generally make good all damage consequent upon the work.^Remove all temporary markings, coverings and protective wrappings unless otherwise instructed.Clean the works thoroughly inside and out including, all plain windows, accessible ducts and voids, remove all splashes, deposits, efflorescence, rubbish and surplus materials consequent upon the execution of the works.[Touch up minor faults in newly painted/repainted work, carefully matching colour, and brushing out edges. Repaint badly marked areas back to suitable breaks or junctions. Prices for plastering and painting shall include for making good plaster and touching up decorations due to shrinkage cracks etc., at the end of the defects liability period.Adjust, ease and lubricate moving parts of new work as necessary to ensure easy and efficient operation, including doors, windows, drawers, ironmongery, appliances, valves and controls.Leave the works secure with all accesses locked. Account for and adequately label all keys and hand over to Employer with itemised schedule, retaining duplicate schedule signed by Employer as a receipt.Make arrangements with the Architect and give reasonable notice of the precise dates for access to the various parts of the Works for purposes of making good defects. Inform the Architect when remedial works to the various parts of the Works are completed. The Contractor shall immediately inform the Architect in writing on the completion of making good defects reported. Failure to execute the works in the specified time may result in the works being passed to others and monies deducted from any outstanding retention.Defects LiabilityNotwithstanding the provision of the Contract, the Contractor shall, upon receipt of notification of defects, during defects liability period, carry out the works on the following time scale:- The Contractor shall immediately inform the Architect in writing on the completion of making good defects reported. Failure to execute the Works in the specified time may result in the Works being passed to others and monies deducted from any outstanding retention. The Pre-Construction Information|The Pre-Construction Information is an integral part of these Bills of Quantities and must be read in conjunction with same.-The Construction Phase Health and Safety PlanThe Construction Phase Health and Safety Plan, developed from the Outline Construction Phase Health and Safety Plan (see A30) must be submitted to the Architect not less than 7 days before the proposed date for start of construction work. Do not start construction work until the Employer has confirmed in writing that in his view the Construction Phase Health and Safety Plan includes the procedures and arrangements required by the CDM Regulations.HSE Approved Codes of PracticeComply with the following:SecurityProvide all necessary security precautions by day and by night, including weekends, provide all necessary barriers, fencing, hoardings, fans, guard rails gantries and the like, temporary danger lighting and any other safeguards for the protection of the public.The Contractor will be entirely responsible for safeguarding the works, materials and plant from theft and/or any damage done by unauthorised entry, etc., and he must replace and make good as necessary at his own expense.Safety Helmets and ShoesMProvide safety helmets and safety site shoes which MUST be worn at all times.0Safety Helmets, Shoes and Coats for Visitors useProvide a reasonable quantity of safety helmets and site safety shoes and coats in various sizes for the specific use of visitors to the site. Keep them clean and in good order.Safety Gloves and GogglesSafety gloves must be worn at all times when unloading heavy/cumbersome materials and equipment, when handling materials with sharp edges, when using cutting equipment or when it is recommended under the various codes and regulations.Safety goggles must be worn at all times, when using cutting, burning or welding equipment or when it is recommended under the various codes and regulations. StabilityAccept responsibility for the stability and structural integrity of the Works during the Contract, and support as necessary. Prevent overloading; details of design loads may be obtained from the Architect.Occupied PremisesThe Contractor must allow in his prices for executing the work in such order and in such sections as the Architect may direct and for departing from the usual order of procedure of trades if necessary.5In addition to complying with statutory requirements:Specific RestrictionsThe Contractor s attention is drawn to the fact that all critical work must be clearly identified and properly programmed to keep inconvenience down to a minimum. The Contractor shall make any necessary arrangements with the Local Authority, the Fire Authority and Police for access to and from the site by vehicles and also regarding times of loading and unloading. The Contractor shall allow for any restrictions which may apply.%Safety, Health and Welfare FacilitiesNThe Contractor shall provide and maintain safety, health and welfare conditions, amenities and facilities in compliance with the relevant acts or regulations for all workpeople or personnel on site, whether his own or those of sub contractors or of any named sub contractors and the whole cost of this shall be included in his tender.Noise and pollution controlNuisancefTake all necessary precautions to prevent nuisance from smoke, dust, rubbish, vermin and other causes.Prevention of FireYIn order to prevent the occurrence of fire, the following requirements are to be observedMoisturePrevent the work from becoming wet or damp where this may cause damage. Dry out the Works thoroughly. Control the drying out and humidity of the Works and the application of heat to prevent, blistering and failure of adhesion, damage due to trapped moisture and excessive movement. Waste/RubbishThe rubbish shall not be burnt or dumped on the site but disposed of by being removed from site in accordance with the provisions of the Environmental Protection Act 1990 and  Waste Ma< nagement  The Duty of Care, A Code of Practice published by H.M.S.O.AsbestosoIf, during the course of the Works, the Contractor suspects the presence of any Asbestos, he shall immediately:Protection of Works etc.Adequately protect all types of work and all parts of the Works, including work carried out by others, throughout the Contract. Wherever work is of an especially vulnerable nature or is exposed to abnormal risks provide special protection to ensure that damage does not occur.Protection of public propertyThe Contractor shall do no unlawful act, nor omit to do anything required by law, on or about or incidental to the execution of the Contract and all work performed by the Contractor and the Contractor s servants shall be done without negligence and with all such due care, skill and ability so as not to occasion any avoidance or unlawful interference, injury, nuisance, inconvenience or prejudice (whether immediate or consequential) with or to the rights, interests or property of any persons or Corporations or Local or other Authorities and shall include in his tender the cost of any fees and charges including any rates or taxes legally demandable under any Act of Parliament, Police Regulations or Bye-Laws in respect of the Works.Roads and Footpaths&Adequately maintain roads and footpaths within and adjacent to the site and keep clear of debris. Any damage to roads and footpaths caused by site traffic or otherwise consequent upon the Works must be made good to the satisfaction of the Local Authority or other owner. Bear any costs arising.Traffic RegulationsProvide and display in the appropriate position all necessary signs in accordance with Police and Highway Authority requirements. Meet all costs and charges. Existing FeaturesPrevent damage to the Church and to any furniture, fittings or equipment left in or adjacent to the work. Move as necessary and where possible to enable the Works to be executed, cover and protect as necessary and replace in original positions.Prevent damage to existing buildings, fences, gates, walls, roads, paved areas grassed and planted areas, grave-stones, monuments and other site features which are to remain in position during the execution of the Works. Any such damage shall be made good at the Contractor s expense.Adjoining PropertyuPrevent trespass of workpeople. Take all reasonable precautions to prevent damage to adjoining property. Obtain permission as necessary from the owners if requiring to erect scaffolding on or otherwise use adjoining property and pay all charges. Remove and make good on completion or when directed. Bear the cost of repairing any damage arising from execution of the Works.Existing StructuresProvide and maintain during the execution of the Works all incidental shoring, strutting, needling and other supports as may be necessary to preserve the stability of existing structures on the site or adjoining, that may be endangered or affected by the works.Support existing structure as necessary during cutting of new openings or replacement of structural parts. Do not remove supports until new work is strong enough to support the existing structure. Prevent overstressing of complete work when removing supports.Existing ServicesCondition SurveyAccessAllow for making good any damage caused to walls, piers, pavings, steps, grassed areas, trees etc. on completion all to the entire satisfaction of the Architect.Materials, Storage and Hutting Where materials cannot be conveyed directly to/from the work site because of the size of the plant and lorries employed, all double handling, provision of alternative smaller plant within the site, and any other action required, shall be deemed to be fully included in the pricing.eDo not display or permit advertisements to be displayed on site without the consent of the Architect."Use of disposal of materials foundAny materials, other than earth filling, which are discovered upon the site during the course of legitimate excavation or demolition work and the like, will remain the property of the Employer and if suitable for incorporation in the permanent work may only be used for permanent work with the prior written consent of the Architect. The quantity and value of any such materials authorised to be used in the permanent works will be assessed by the Quantity Surveyor and the total value thereof deducted from the Contract Sum. The Contractor is prohibited from executing any excavation work and the like for the sole purpose of obtaining building materials.(Treasure Trove, Coins, Antiquities, etc.Any treasure trove, coins, antiquities etc., discovered on the site, shall remain the property of the Employer and are to be handed over at once into the custody of the Architect.Setting out the Works4The Contractor shall be responsible for the correct setting out of all the Works according to such lines, levels and gradients as are shown on the drawings with good modern and efficient instruments which must be provided by the Contractor and approved by the Architect and notwithstanding that, the Architect or his representative may assist in giving the necessary direction for setting out and in furnishing bench marks or in any other way setting out the Works. The Contractor shall, at his own cost, correct, reinstate and make good any work wrongly executed.TrespassThe Contractor shall confine his operations of the Works, storage of materials and access to and egress from the site to within the limits defined by the Architect. Start of WorkUpon receipt of instructions to commence work from the Architect the Contractor shall start work without delay. Any materials ordered before the receipt of this instruction will be at the Contractor's risk. Working HoursLAll work must be executed between 8.00 a.m. and 5.00 p.m. Monday to Fridays.<Protection and Modification to Existing Structure and FabricNo modifications either permanent or temporary shall be made to any part of the existing structure or fabric except where specifically indicated in the Contract Documentation without written approval from the Architect.The Contractor shall provide all protection necessary to prevent damage of any kind occurring to the structure and fabric which is to remain and shall make good any such damage at his own expense and to the satisfaction of the Architect.Overtime or night workThe Contractor shall make provision for working overtime or at night if necessary to ensure completion of the Works within the period of the Contract. The Contractor will pay all extra costs thereby incurred without any charge to the Employer..Overtime specifically ordered by the ArchitectAny overtime which may be specifically ordered by the Architect will be paid for at nett difference between flat time and overtime rates with no addition whatsoever for overheads and profit, etc.The cost of any non productive overtime incurred shall be reimbursed at nett, with no addition, and then only if it is outside normal working hours.No accoun< t will be recognised by the Architect unless a return is submitted each week. The foregoing applies to all ordered overtime whether on measured work or Daywork.Temporary BuildingsThe positioning of temporary buildings must be located so that continuity of the progress of the works is not delayed and the Contractor is to obtain the Architect s approval prior to such erection.The Contractor s attention is drawn to the fact that these offices, sheds, etc., may have to be moved or re-sited to facilitate the progress of the works and prices shall include for this.2Temporary Fences Hoardings, Screens and Roofs etc.Provide and include for all temporary fencing, hoardings, screens, roofs, planked footways, guard rails, gantries and similar items including temporary danger lighting necessary for the protection of the public and the occupants of the adjoining premises and for meeting the requirements of any Local or other Authority including altering and adapting as necessary, clearing away when no longer required and reinstating all work disturbed.3Offices, Sheds, etc., for the use of the ContractorProvide, erect and maintain all necessary offices for site agent, foreman, etc., mess room accommodation and toilet facilities for the use of workmen, and Sub Contractor's workmen and sheds for the storage of all materials, fenced compound etc., including attendance, cleaning, heating and lighting and clear away at completion or when no longer required and make good all work disturbed.BW.C. and washing accommodation etc., for the use of the ContractorXProvide, erect and maintain suitable W.C. and washing accommodation for the use of workmen, connected to the main drain, with hot and cold water, effectively screened and kept clean; clear away when no longer required and make good all works disturbed. A chemical toilet would be acceptable providing it is emptied regularly and is kept clean.Room for Site MeetingsProvide suitable temporary accommodation for site meetings, adequately heated and lit with table and chairs for up to eight people. The room may be part of the Contractors own site office; allow for cleaning on a regular basis. TelephonesFire extinguishersProvide an approved 6 litre foam and 2 kg CO fire extinguisher on site for the full period of the Contract and clear away at completion or when instructed.!Technical and surveying equipment|The provision of technical and surveying equipment for use by persons acting on behalf of the Employer will not be required.Temperature and HumidityThe provision of particular temperature and humidity levels is not required, but allow for a maximum and minimum thermometer to be left fixed on site.Name Boards/AdvertisementsContractor's/subcontractors' name boards will be permitted in approved position(s) and form, and subject to any required consents. Advertisements will not be permitted.Water for the WorksProvide all water required in connection with the works including supplying and fixing temporary pipes and fittings, executing all temporary plumbing, keeping the whole in good order and condition and removing and making good all disturbances on completion.Temporary Lighting and PowerProvide all necessary temporary electric lighting and power required for the execution of the works and to enable the work to be complete by the specified date, including running all wiring, etc., and clear away at completion or when no longer required and make good all work disturbed.gNo Halogen lights will be allowed and care must be taken with all light fittings as regards fire risks. Drying OutThe Contractor must provide and maintain all appliances, labour, fuel and attendance for the complete drying out of the Works to enable each and every trade to proceed in accordance with the programme as required for completion within the Contract period."Protection of work in all sectionsInclude for covering up and for protecting by any other means necessary working during night time, frost or inclement weather and making good all injury from whatsoever cause to every part of the work.Include for covering up and protecting from injury from any cause whatsoever all work susceptible to damage and remove when no longer required; make good all damaged work.The Contractor will be required to make good all damage caused by falling plant, materials or fittings and by the actions of the workmen and leave all perfect, clean and tidy on completion. TransportThe Contractor shall provide all transport required and pay all transport costs in connection with the Contract. He shall include for the cost of transporting workmen to and from the site, including bus, coach and railway fares, etc., hire of vehicles or any other costs. The Contractor is to satisfy himself as to the Police Regulations affecting the execution of the Works with particular regard to the control of traffic and the conduct of persons, and he is to pay any costs or expenses incurred in complying therewith.General ScaffoldingInclude for altering and adapting as required, dismantling, re-erecting, clearing away and making good work disturbed at completion./All hoists and chutes must be totally enclosed.~The Contractor will be responsible for all statutory inspections and maintenance of the "Record of Inspection of Scaffolding". Support scaffolding and proppingProvide, erect and maintain all necessary and adequate support scaffolding and propping for the works and include for altering and adapting as required, dismantling, clearing away and making good work disturbed on completion.7Disbursements arising from the employment of workpeopleInclude for all costs and completely indemnify the Employer against any charge or expense whatsoever arising or resulting from the employment of workpeople, including: "* National Insurance contributions* Redundancy payments* Incentive and bonus payments* Holidays with pay * National Apprenticeship Scheme-* Construction Industry Training Board Levies;* Travelling time, expenses, fares and subsistence payments* Guaranteed time* Inclement weather* Sickness payments scheme * Pensions7* Tool money and all other payments under working rules* Any other disbursementsGeneral and other attendanceQThe term "general attendance" shall be deemed to include the following services:-r* Giving every facility to enable the work to be executed in a workmanlike manner and in proper order and sequence)* Agreeing proper and accurate working dimensions and other particulars and obtaining full information as to requirements with particular regard to chases, recesses, mortices, notchings, holes, perforations, etc., to enable the Contractor to make proper arrangements for the execution of the work.* Allowing the free use of the Contractor's temporary roads, pavings and paths, standing scaffolding and standing power operated hoisting plant. W* Providing temporary lighting and water supplies required for the work to be executed.5* Providing electric power for the use of hand tools.P* Keeping the Works clean and clearing away all rubbish daily as it accumulates.h* Providing storage for the Sub Contractor's own offices and for the storage of his plant and materials.U* Allowing the free use of mess rooms, sanitary accommodation and welfare facilities. Cleaning the Works on completionLeave the whole of the Works and site clean, tidy, fit for occupation and in perfect condition to the satisfaction of the Architect.(Management and site administration staffYInclude all costs in connection with the provision of management and staff for the Works.7A41 CONTRACTOR'S GENERAL COST ITEMS: SITE ACCOMMODATIONfFor details of site accommodation required or made/not made< available by the Employer see section A36.*Refer to the Pre-Construction Information.kFor details of services and facilities required or made/not made available by the Employer see section A36.* Power * Lighting7* Fuels (excluding fuels for testing and commissioning)* Water* Telephone and Administration* Safety, Health and Welfare* Storage of Materials* Rubbish Disposal * Cleaning * Drying out$* Protection of Work in all sections * Security#* Maintain Public and Private Roads* Small Plant and Tools:* General Attendance on Domestic and Named Sub Contractors`* Additional Services and Facilities Items: (Insert below further cost Items as may be required)*6A43: CONTRACTOR'S GENERAL COST ITEMS: MECHANICAL PLANTInclude Everything necessarysInclude for all items necessary to complete the works delineated on the Architect's drawings and set forth in the Bills of Quantities and provide all tools, plant, hoist, labour, materials, cartage, efficient pumps with pipes, sluices and other appliances, and all other things necessary for the proper, safe, expeditious and entire execution and completion of the Works.* Hoists* Personnel Transport * TransportY* Additional Mechanical Plant Items: (Insert below further cost items as may be required)5A44 CONTRACTOR'S GENERAL COST ITEMS : TEMPORARY WORKScFor details of temporary works required or made/not made available by the Employer see section A36.* Temporary Roads * Temporary Walkways ** Access Scaffolding (see also Bill Nr. 3)#* Support Scaffolding and Propping * Hoardings, Fans, Fencing, etc.* Hardstanding * Traffic RegulationsX* Additional Temporary works Items: (Insert below further cost items as may be required)The Contractor will be allowed an amount for profit on the actual figure finally expended against each Provisional Sum proportionate to that, if any, which he added to the Provisional Sum when tendering.  " 1/1 " 1/2 " 1/3 " 1/4 " 1/5 " 1/6 " 1/7 " 1/8 " 1/9 " 1/10 " 1/11 " 1/12 " 1/13 " 1/14 " 1/15 " 1/16 " 1/17 " 1/18 " 1/19 " 1/20 " 1/21 " 1/22 " 1/23 " 1/24 " 1/25 " 1/26 " 1/27 " 1/28 " 1/29 " 1/30 " 1/31 " 1/32 " 1/33 " 1/34 " 1/35$Mechanical and Electrical ConsultantiJRB Environmental Design Ltd, 10 Eaton Avenue, Buckshaw Village, Chorley, PR7 7NA - Tel: 01772 331790 BILL NR 2{For pipes not exceeding 200 nominal size; backfilling above average 450 beds and surrounds with selected excavated material0.75m average depth1.00m average depth&Inspection chambers; Hepworth, including excavating; disposal; earthwork support; working space; level and compaction; plastic inspection chamber with preformed base / channels; additional riser pieces as required; double sealed recessed cover and frame; concrete bed and surround; sealant; etcInspection chambers chamber Universal PPIC 475 x 940Connection to existing drainage CONCRETE WORKPage CollectionLintelsm2STRUCTURAL STEELWORKMechanical SpecificationElectrical SpecificationjThe following tender documents accompany and should be read in conjunction with these Bills of Quantities.The Contractor must inspect the drawings and visit the site to ascertain for himself the nature and extent of the work to be executed; means of access, etc., and room for storage of materials, plant, etc. Failure to comply with this recommendation shall not form the basis of any claim.The Form of Contract will be the Intermediate Building Contract with Contractor's Design 2016 as issued by the Joint Contracts Tribunal Limited.22nd Recital - Contractors Designed Portion3rd Recital - Drawings04th Recital - The Employer has supplied15th Recital - Pricing by the Contractor.6th Recital - Contractor's proposalsE7th Recital - Employer's response to Contractor's proposals38th Recital - CIS, Status of the EmployerF9th Recital - Information Release Schedule - will be deleted(10th Recital - CDM RegulationsJ11th Recital - Division of Works into Sections - will be deleted>12th Recital - Framework Agreement - will be deleted/13th Recital - Supplemental Provisions(Fourth Recital : Employer's RequirementsrAs set out in the Bills of Quantities / Specifications in respect of the Contractors design and construction of :-Structural steel connections&Sixth Recital : Contractor's proposals.Outline information to be supplied with tenderDetailed information to be agreed with Structural Engineer, Architect and Principal Designer and must match the outline proposals, it must also meet the programme and be signed off before any work commences on siteSixth Recital : CDP AnalysisYTo be issued prior to any work commencing on site but all costs must match those tenderedTenth Recital : CDM Regulation+Eleventh Recital : Descriptions of Sections%Twelfth Recital : Framework Agreement;Thirteenth Recital and Schedule 5 : Supplemental Provisions-Clause 2.34.3 : Contractor's Designed PortionELimit of Contractor's liability for loss of use etc. - not applicable<Eighth Recital and Clause 4.6 : Construction Industry SchemeEReferenced to the instruction under which the work is authorised, andSigned by the person in charge as evidence that the workmen's names, the time spent by each, the plant and materials shown are correct.lDelivered to the Architect no later than the end of the week following that in which the work was executed. BCover up or otherwise hinder access to the defective construction.:Be rendered abortive by the carrying out of remedial work.RIdentification of the element, item, batch or lot including location in the Works.XThe nature and dates of inspections by the Contractor or Architect, tests and approvals.7The nature and extent of any non-confirming work found.!Details of any corrective action.? Emergency repairs  remedial works to be executed with 24 hours7 A Very urgent repairs  remedial works to be executed with 48 hours9 : Urgent repairs  remedial works to be executed with 7 days4 < Routine repairs  remedial works to be executed with 4 weeks5 (Management of health and safety at work.,Managing construction for health and safety.dUse products, methods of work and protective measures which will minimise health and safety hazards.Inform the Architect in advance of all safety provisions and procedures (including those relating to materials which may be deleterious) which will require the compliance of the employer or his representatives when visiting the site.VProvide protective clothing and/or equipment for the Employer and his representatives ;Provide the Architect with copies of all Method Statements :Provide the Architect with copies of all COSHH statements.OAll work must be co-ordinated with the Architect and the Client Representative XSafety harnesses must be worn at all times whilst executing work in dangerous locations.The Contractor is reminded that people will be working in the Church and surrounding buildings and that noise must be kept to an absolute minimum. ^It is an absolute requirement of this Contract that the Contractor shall employ the  best practicable means as defined in the C< ontrol of Pollution Act 1974 to minimise noise and vibration resulting from his operations and shall have regard to British Standard B.S. 5528: 1975 (Code of Practice for noise control on construction and demolition sites)uDo not use or permit employees to use radios or other audio equipment at any time on site or the immediate surrounds.The contractor is to ensure that no drinking of alcohol takes place on any part of the site or any inappropriate behaviour which could give offence.:Take all necessary precautions to prevent personal injury, death and damage to the Works or other property from fire. Comply with Joint Code of Practice  Fire Prevention on Construction Sites 1992 published by the Building Employers Confederation, the Loss Prevention Council and the National Contractors Group.pAll appliances and equipment serviced by gas or electricity are to be disconnected at the end of every work day.VA hot works permit procedure will be in place throughout the duration of this contract"Operatives must not smoke on site.mTwo operatives are to be present whenever naked flames or heat producing equipment are used in the course of the works and two 9 litre water/gas fire extinguisher is to be placed immediately adjacent to the working position. A portable or extension telephone is to be made available at the site of the actual work in all instances where hot work is being executed.uAn established procedure for action in case of an emergency is to be drawn up and notified to all operatives on site.XWaste materials, packing cases etc., are to be removed from site and not burnt locally. A designated person is to inspect the location of any work, where burning, naked flame or heat producing equipment has been used, at a time not less than two hours after cessation of work and a log book shall be kept on site and signed daily by the designated person.]Flammable materials, gas cylinders and paint etc., shall be stored well away from buildings. hRemove rubbish, debris, surplus material and spoil regularly and keep the site and Works clean and tidy.,Retain waste transfer documentation on site.Stop work in that arealSeal the area to prevent further contamination; as best as possible given the restrictive working conditions,Inform the Architect and await instructions.OAllow for all necessary temporary protection to the walls, pavings, steps, etc.The location of the Contractor's site compound will be agreed prior to commencement. Any damage to the grounds of the church shall be made good upon completion of the works at the Contractor's own expenseENo work will be allowed on Sundays, Bank holidays and Maundy Thursday=The Contractor is to include for 1Nr signboard, minimum size 2400 x 2400 sign written to describe the project with space remaining for 1200 x 300 signs for the Architect, Structural Engineer, Services Engineer, Quantity Surveyor and up to three Grant Giving Bodies. The Contractors own signboard can be incorporated.The Contractor will be permitted to connect into the Employers supply and the Employer will pay all charges and fees levied by the Local Water Authority.;The Contractor will be permitted to connect into the Employers system and the Employer will pay all charges and fees levied by the Electricity Company. The Contractor shall ensure that any equipment used by him will not damage the existing circuitry. If any doubt exists the Contractor must provide his own power.FAll scaffolding at edges shall be fitted with an additional mid rail. Supplies to mechanical servicesDisable WC callEarthing and bondingTest and commissionAs fitted drawings and manuals!Any other item not included aboveELECTRICAL INSTALLATIONSupply, install, test and commission the whole of the electrical installation as described on the drawings and specifications; include for all main contractors costs, general attendance, special attendance, unloading, hoisting, distributing materials and plant, supplying power, etcMECHANICAL INSTALLATION PreliminariesHeating pipework installationHot and cold water installationPipework insulationVentilation systemsTest and commission systemsWater treatment and dosingAs-fitted drawings and manuals"Any other items not included above 4/1 4/2 4/3 4/4tInclude for all builder work in connection with the electrical installation including making good all work disturbed#Provisional Sums for Undefined WorkContingency sumContingency Sum 5/1 5/2 5/3 5/4"PROVISIONAL SUMS AND CONTINGENCIES Supply, install, test and commission the whole of the mechanical installation as described on the drawings and specifications; include for all main contractors costs, general attendance, special attendance, unloading, hoisting, distributing materials and plant, etctoilets,Gradus brushed stainless steel cover strips $50 mm wide x 2mm thick, Ref SC SM475bPlate glass mirror plugged and screwed to blockwork with chromium plated dome headed mirror screws450 x 1500 x 6 thick600 x 600 x 6 thick1200 wide sink unit Wall unitsHi Line base units 500 wide 600 wide Kitchen units; Howdens Joinery, Tewkesbury Range; standard cabinets complete with plinths, pelmets, cornices, side panels, shelves, doors and ironmongerytWhite granite worktop with bullnosed front edge and formed upstand to all edges against walls; sealant to perimeters'extra for cutting/fitting around columnextra for sink cut out !Armitage Shanks Sanitary FittingsWC and cistern; Profile 21 close coupled wc suite with floor fixing kit; plastic seat and cover; 4.5 litre single flush cistern; spatula cistern lever; concealed flush pipe; pan connector; etc7Hep Waste MUPVC pipes and fittings; solvent weld system 7/1 7/2To:/I/We the undersigned having inspected the site of the Works hereby tender and undertake to execute all the works required to be performed in accordance with the Drawings, Bills of Quantities, Specifications and The Conditions of Building Contract and to the satisfaction of the Architect for the sum of:Exclusive of VATI/we agree that should genuine errors be discovered before acceptance of this offer, these errors will be dealt with in accordance with Alternative 2 contained in the Code of Procedure for Single Stage Selective Tendering 1996.Restrictive PracticesI/We confirm that I/we do not follow the following practices referred to in the report of the Monopolies and Restrictive Practices Commission on the Supply of Buildings in the Greater London Area (1954) by:(a) Communication to a person other than the person calling for tenders for the construction of a building the amount of any proposed tender for such construction in accordance with any agreement or arrangement so to communicate.(b) Adjusting the amount of any proposed tender for the construction of a building in accordance with any agreement or arrangement between the proposed tenderers and any person other than the person calling for tenders for such construction.The Employer does not bind himself to accept the lowest or any Tender or to be liable for any expense in the preparation thereof.The acceptance of the Tender is conditional upon all requirements concerning insurance being complied with and a formal contract being executed with the Employer and until such time there is no binding obligation on either party.Tenders will be considered only if submitted on the form and with the return label provided not later than the date and time specified. Signature and position ofNotes:aAppendices A and B attached form part of this offer and must be returned with the Form of Tender.APPENDIX A: DAYWORK PERCENTAGES@The percentage additions required to be added to work valued on a daywork basis as defined in "The Definition of Prime < Cost of Daywork carried out under a Building Contract" Fourth Edition dated 1st January 1990 and as included in the Prime Cost and Provisional Sums section of these Bills of Quantities are as follows:-|The alternative percentage additions for work executed during the "Defects Liability Period" of the contract are as follows:APPENDIX B: WORK TO BE SUB-LET!Contractors domestic sub-contractors - Works executed on site by firms appointed directly by the Contractor and shall be deemed to include a cash discount of 2%, the Contractor shall add for any profit required and for  general attendance ,  other attendance and  protection if requiredATThe Contractor is to insert here under the work he wishes to sub let together with the name or names of the Firms to whom he proposes to sub-let the work :76 King StreetM2 4NHcKepczyk, Pearce, Sanderson Ltd, 75 Wilmslow Road, Handforth, Cheshire, SK9 3EN - Tel: 01625 400103.UT. Sumner Smith and Partners, 76 King Street, Manchester M2 4NH - Tel: 0161 832 0403..Number of weeks to be stated on form of tenderWINDOWSINTERNAL DOORS AND SCREENS 3/2 3/1 3/4 3/3 3/5 3/6KEPCZYK PEARCE SAUNDERS Ltd6Architects, Surveyors & Historic Building Consultants 75 Wilmslow Road HandforthCheshireSK9 3ENTel : 01625 4001037Architects, Surveyors and Historic Building Consultants (in words)If my/our Tender is accepted, I/we hereby undertake to commence, execute and complete the works in ---------- weeks (allowing for all holidays, statutory or otherwise) from the agreed date of possession.Name of Tenderer Date:Name of Tenderer:Registered Office:person signing Telephone Nr. @ 1. Labour @ 2. Materials ? 3. Plant (Local) > 4. Plant (R.I.C.S.) ? 1. Labour ? 2. Materials > 3. Plant (Local) = 4. Plant (R.I.C.S.) R for overheads, profit and general attendance THE CHURCH AND CLOISTERS!FABRIC REPAIRS AND RE-ORDERING OFST PETER'S CHURCHRUTHINTHE PCC OF ST PETER'S RUTHINST PETER'S CHURCH, RUTHIN!Architects drawings - Prefix 2136-PL 01 - Church: Ground Floor Plan as Existing GENERALLYThese Bills of Quantities must be read in conjunction with the Architect's Specification and Conditions of Contract and is to assist the contractor in summarising the pricing of the worksItems shall be deemed to include anything whatsoever shown or implied by this document, the Specification and Conditions of Contract which is required for the proper execution of the worksTEMPORARY WORKS AND PROTECTIONExternal access scaffoldnErect, maintain and clear away when no longer required all necessary external scaffold to provide access for:-^Include for all hoisting and other equipment required to safely handle the materials and plantInclude for temporary sheeting/netting around external scaffolding where works are being carried out to protect the works, public and surrounding areas Include for sheeting the bottom 5.00m height of the scaffold with steel sheeting; provide secure lockable doors for workmen's access\Include for an approved access restricting security system incorporating lighting and alarmsSInclude for altering and adapting the scaffolding to suit the progress of the worksInternal access scaffolding Scaffold Removal Allow for brushing down and cleaning all window sills, ledges and surfaces affected by the Contract in conjunction with the scaffolding dismantling / removingTemporary protection works Internally Externally_Include for any other protection deemed necessary; making good all work disturbed on completionInclude in Re-ordering works"BILL NR 2: CHURCH - FABRIC REPAIRSMASONRY REPAIRS)Full face indent to plain ashlar - Type C,Partial face indent to plain ashlar - Type D'Carved work indent replacement - Type E Carved work replacement - Type FRedressing - Type GDe-scaling - Type HSouth Elevation 200 x 200 300 x 200 250 x 300 300 x 250 300 x 300 300 x 400 350 x 250 500 x 300 750 x 300Jambs 200 x 350 250 x 350Mullions 100 x 200 100 x 300 Cill cornerEast Elevation 150 x 150 350 x 200 400 x 250 500 x 350 600 x 350 900 x 400 400 x 200 500 x 150 600 x 100 650 x 300 800 x 250 800 x 300 1000 x 150 1000 x 300 1000 x 400North Elevation 100 x 15050 x 300 200 x 300 300 x 150 250 x 250 350 x 150 400 x 150 400 x 300 450 x 150 450 x 300 550 x 250 550 x 300 600 x 200 600 x 300 650 x 150,Full plain ashlar block replacement - Type A 150 x 250Arched door surroundMullion 300 x 450 200 x 800West Elevation 250 x 200 150 x 750Tracery 150 x 300 150 x 500Repointing stoneworkRepointing existing stonework; cutting out joints by hand to a depth of 25 and repointing with hydraulic lime mortar to match existing 0The price for re-pointing must include for cutting / raking out with a FEIN machine and pointing all joints within the area described including window and door jambs, mullions, arches, sills, corbels, dentils, plinths, string courses, cornices, bands, mouldings, piers, projections, carvings and the likeWithin the areas given, no omissions have been made for windows and no additions for reveals, returns and the like and prices must take this into account.If on closer inspection any areas are found to be in a sound condition then the Architect will issue the necessary instructions and costs will be adjusted accordingly sample panel approx. 1000 x 1000Re-bedding Coping StonesuCarefully record, label and number stones as necessary, take off existing coping stone, clean off mortar, vegetation and dirt, remove dowels and cramps, provide new stainless steel dowels (2 Nr per stone) resin anchored into pockets; allow for drilling holes and cutting pockets as required; prepare base, re-bed, joint and point in lime mortar; lead dpc included elsewhereRolled lead sheet; BS EN 12588; bitumen coating where in contact with masonry; building paper or chalk slurry coating to underside where required, finishing with patination oil where exposed; including dressing into grooves, down walls, across gutters, over tilting fillets, etc.; all clips, wedges, welts, etc. and for cutting grooves, raking out joints, turn in and pointing with BLM sealantCode 5nFabric Repairs to the North, South, East and West elevations of the CHURCH as show on dwgs ELE 01, 02, 03 & 04DJNil'south elevation - provisional allowance&east elevation - provisional allowance'north elevation - provisional allowance&west elevation - provisional allowanceLEADWORKRAIN WATER GOODSXCarefully remove cast iron rainwater pipe to allow masonry repairs; re-fix on completioneast elevationSoft capping to ButtressbRemove vegetation from around buttress, gallett and point to stabilise and soft cap in lime mortarwest elevation 4extra for providing and fixing new to match existing\dpm under sloping copings to west elevation, turned and dressed down face of wall, 500 girthCHURCH - FABRIC REPAIRSVWXYZaabbccddeeffgghhjjkkllmmnnppqqeast/north elevation%BILL NR 3: CLOISTERS - FABRIC REPAIRSCLOISTERS - FABRIC REPAIRSfFabric Repairs to the East, North and W< est elevations of the CLOISTERS as show on dwgs ELE 02, 03 & 04=F 400 x 400 150 x 200 200 x 400 200 x 450 250 x 500 300 x 350 450 x 450 500 x 200 500 x 250 500 x 100 550 x 200 650 x 250 900 x 200 1400 x 200 250 x 150YCarved work replacement - Type F - include for cutting back render and stone as necessaryEast Elevation - Ground Floor1Full surround to arched headed full height window!Arched head of full height windowEast Elevation - First FloorCillsCode 6<cover flashing to west elevation of string course, 350 girthRENDERHack off cement render, repare stonework and apply three coat lime sand render, include for all angle and stop beads; scorerender in lamination of stonework; apply two coats of limewash on completionwest elevation%BILL NR 2 - CHURCH - FABRIC REPAIRS(BILL NR 3 - CLOISTERS - FABRIC REPAIRSDEMOLITIONS AND ALTERATIONSCHURCH - RE-ORDERING&Removal of loose furniture - by clientBCarefully remove screen to organ chamber, store on site for re-use9extra for retaining 4Nr pews and 2Nr frontals for Chancel@Carefully remove Nave Altar and Pulpit, store on site for re-useJStrip out remaining fixtures and fittings, clear away all debris from siteCarefully take down/cut out wall plaques/monuments, re-fix in new position and make good lime plaster; all as shown on dwg SEC 06 kCarefully remove pair of external doors, frame and fanlight over from south porch, store on site for re-userCarefully remove pair of internal doors, frame and fanlight over from south porch, clear away all debris from site5Structural Engineers drawings - Prefix 11243R-WML-XX-0PL 03 - Cloisters: Ground Floor Plan as Existing(KPS - ST02 - P01 - Site Constraints Plan-DE 01 - P01 - Church: Typical Floor Details 1-DE 02 - P01 - Church: Typical Floor Details 2CDE 03 - P01 - Church: Typical Partition Details through Grids A & B-ELE 01 Rev B - South Elevation Fabric Repairs,ELE 02 Rev B - East Elevation Fabric Repairs-ELE 03 Rev A - North Elevation Fabric Repairs,ELE 04 Rev B - West Elevation Fabric Repairs3OCW 01 - Repairs to Sash and Steel Casement WindowsKPS - Specification-Mechanical Engineers drawings - Prefix 123.23M1 - Church: Existing Heating4M2 - Church: Proposed Ground Floor Radiator Heating 3M3 - Church: Proposed First Floor Radiator Heating 5M4 - Church: Proposed Ground Floor Underfloor Heating!M5 - Cloisters: Existing Heatinhg-M6 - Cloisters: Proposed Heating Ground FloorCM7 - Church: Proposed Ground Floor Hot & Cold Water and VentilationFM8 - Cloisters: Proposed Ground Floor Hot & Cold Water and Ventilation/M9 - Boiler Room: Existing and Proposed Heating-Electrical Engineers drawings - Prefix 123.236E1 - Church: Existing Ground Floor Electrical Services&E2 - Church: Proposed Heating Services3E3 - Church: Gallery - Proposed Electrical Services6E4 - Cloisters: Existing Ground Floor Heating Services9E5 - Cloisters: Proposed Ground Floor Electrical Services8E6 - Cloisters: Proposed First Floor Electrical Services:ZZ-DR-S-0001 - T01 - Proposed Structure over Old Cloisters5LG-DR-S-0002 - T02 - Existing Sub-Floor GA & Sections3FN-DR-S-0003 - T02 - Foundation General Arrangement000-DR-S-0004 - T02 - Column General Arragngement*ZZ-DR-S-0005 - T02 - Proposed Steelwork GA%ZZ-CA-S-0001 - T01 - WML Calculations&ZZ-SP-S0001 - T01 - WML Specifications2XX-RR-S-0001 - T01 - Residual Design Risk Registersouth elevation - porch6weathering to east elevation of tower ledge, 350 girth:cover flashing to east elevation of tower ledge, 200 girth Site Set-upContractor must visit the site top assertain all information necessary in connection wiuth access, restrictions, pedestrian routes, protection measures, etc.oPrepare a delapidation report prior to commencement, include for all surfaces and features adjacent to the site5pedestrian access route to be maintained at all times1client access route to be maintained at all times?Indicitive routes shown on dwg ST02-P01 - Site Constraints Plan9Shared entrance - occupants must have unrestricted access^Main gates - Photo Nr. 8 - are a Scheduled Ancient Monument and must be protected at all times Restrictionsdpossible site delivery access - photo Nr. 7 - restricted width, may be unsuitable for large vehicles,extra for covered walkway to maintain accessZNote: Scaffold design to avoid disturbance to all burials and memorials arouind the church:Parking spaces for the above to be kept clear at all times9No obstructions to be permitted elsewhere around the sitekproposed scaffold gantry will give level access from compound to vestry door for ease of managing materials#Site compound shown on dwg ST02-P01UProtect pavings, landscaping and the like; make good all work disturbed on completion=Protect the Main Gates which are a Scheduled Ancient MonumentLNote: Restricted Access to the church - see Site Constraints Plan - ST02-P01`Cut out cement facing, supply & fix stone inserts - Cloister gable 5,000 (Five thousand pounds)CIArched window headthree panelled window - WG17two panelled window - WG16,Arched head of window - one side only - WF10)Arched head of window - both sides - WF07West Elevation - First Floor2Arched head of window - both sides - WF04, 05 & 06multi-pane window - WG14 & 15%Stone cills/lintels to match existing1600 x 150 - WF01, 02 & 031400 x 200 - WF04, 05 & 061600 x 200 - WF01, 02 & 03TRemove render - full face indent to plain ashlar - Type C, to existing stone patternKMasonry/render to arch surrounds of WG 07 & 08 2,000 (Two thousand pounds)/5150 x 500 - WG08rrCleaningRemove vegetation and treat with an approved herbicide; clean stone surfaces with Stonehealth Doff System, to be carried out by an approved contractor?cover flashing to west elevation lean-to boiler roof, 300 girth 2/1 2/2 2/3 To Collection 2/4 2/5 2/6 2/7 To Summary#BILL NR 2 - CHURCH - FABRIC REPAIRS*Vertical sliding box sash windows - Type FWG10WG14WG15+Steel windows in timber sub-frames - Type GWG09WG11WG12WG13WF01WF02WF03WG07WG08WG16WG17Casement windows - Type C Casement windows - Type DBay window - Type EWF09 - east faceWF09 - north returnWF09 - south return.Repairs and painting as schedule on dwg OCW-01.Repairs and painting as schedule on dwg OCW-03.Repairs and painting as schedule on dwg OCW-04Repairs to existing windows New windowsCasement windows - Type AhRemove exsiting, provide and fix new, complete with ironmongery and decoration as schedule on dwg OCW-02WF07WF08WF10WF11Casement windows - Type BWF04WF05WF06&BILL NR 3 - CLOISTERS - FABRIC REPAIRSFF 01 - Chancel Screen.FF 02 Rev A - South Porch Entrance and ScreensFF 03 - Shop AreaFF 04 - Gallery Stair Details#OCW 02 - Replacement Window Details+OCW 03 - Timber Casement and Repair DetailsOCW 04 - Repairs to Bay Window.PL 02 - Church: Gallery Level Plan as Existing3PL 04 Rev C - Church: Ground Floor Plan as Proposed.PL 05 Rev C - Church: Gallery Plan as Proposed5PL 06 Rev C - Cloister: Ground Floor Plan as Proposed/PL 07 - Cloisters: First Floor Plan as Existing/PL 08 - Cloisters: First Floor Plan as Proposed,RA 01 - Location Plan and Old Cloisters Ramp)RA 02 Rev A - Church Ramp to South Porch &SEC 01 Rev A - Section A-A as Existing&SEC 02 Rev A - Section B-B as Existing&SEC 03 Rev B - Section A-A as Proposed&SEC 04 Rev B - Section B-B as Proposed&SEC 05 Rev A - Section C-C as Proposed/SEC 06 Rev A - Monuments as Existing & Proposed,SEC 07 Rev A - Section C-C & D-D as Existing,SEC 08 Rev A - Section C-C & D-D as Proposed-EX 01 - Church: Ground Floor Plan as Existing0EX 02 - Cloisters: Ground Floor Plan as Existing.EX 03 - Church: Gallery Level Plan as Existing/EX 04 - Cloisters: First Floor Plan as Existing#RL 01 - Cloisters: En Suite Layouts5RL 02 - Cloisters Breakfast Room & Church KitchenetteRL 03 - Church: WC LayoutsSH 01 - P01 - Door Schedule'SH 02 - P01 - Door < Ironmongery StrategyCSt Peter's Church, Ruthin - The Church is a grade I listed buildingRThe project is known as Fabric Repairs and Re-ordering of the Church and CloistersIThe church is located on St Peters Square, Ruthin, Denbighshire, LL15 1BL6Tad Huw Bryant and The PCC of St Peters Church, RuthintWML Consulting Ltd, Third Floor South, Metropolitan House, Station Road, Cheadle Hulme, SK8 7AZ - Tel: 0161 482 06009The site is located on St Peters Square, Ruthin, LL15 1BLExisting buildings exist adjacent to the site and these buildings must be protected and their access routes maintained at all times - see dwg ST 02.(Access to the site is shown on dwg ST 02ZThere is limited parking within the grounds, the contractor must source his own elsewhere.Re-ordering works to the church to provide a new underfloor heating system in the church together with meeting rooms, caf, play area, toliets, etc;Re-ordering works to the cloisters to provide accommodationFabric Repairs to both the church and cloisters incorporating masonry repairs and re-pointing, refurbishment of existing windows, new windows, re-rendering and all associated works Mechanical & Electrical ServicesAs soon as is practicalTendering will be in accordance with the principles of the NJCC  Code of Procedure for Single Stage Selective Tendering 1996 - Alternative 2.=Tenderers must only submit offers for the whole of the Works.The Tender shall be submitted on the condition that it shall be valid for a period of THREE months after the submission thereof.V[Employment of Sub-Contractors]The Contractor shall supply a full list of his sub contractors to the Architect for approval.The Contractor shall arrange for a list of Sub Contractors to be available for inspection on the site in order that it can be ascertained who are the Sub Contractors being employed in regard to the carrying out of the work.DA31: EMPLOYERS REQUIREMENTS: PROVISION, CONTENT AND USE OF DOCUMENTS$These Bills of Quantities have not been measured strictly in accordance with the principles of the "Standard Method of Measurement of Building Works" and the Contractor must accept the methods of measurement and price accordingly. The same principles will apply to any necessary remeasures. "bErrors in extension or addition affecting the lump sum total shall be at the Contractor s risk and should these come to light at any time he shall alter such calculations in accordance with the Code of Procedure for Single Stage Selective Tendering 1996 Alternative 2 and to the approval of the Quantity Surveyor without affecting the total Contract Sum.5Additional Copies of Drawings and Specifications etc.4A32: EMPLOYERS REQUIREMENTS: MANAGEMENT OF THE WORKSThe number and description of craftsmen, labourers and other persons including sub-contractors employed on or in connection with the Works. _The number, type and capacity of all mechanical and power operated plant employed on the Works.aThe weekly labour returns must be submitted to the Architect on the Monday of the following week.wProvide a suitable number of progress photographs from agreed points at monthly intervals and submit to the Architect. MAt the time of each valuation the Contractor shall categorise which of the unfixed materials and goods on site are free from, and which are subject to, any reservation of title in connection with passing of property together with their respective values and when requested shall provide evidence of freedom from reservation of title.When written notice of the cause of any delay or likely delay in the progress of the Works is given under Clause 2.7 the Contractor shall, as soon as possible, submit to the Architect:-,Relevant particulars of the expected effects=Estimate of the expected delay beyond the Date for Completion8All other relevant information required by the Architect7A33: EMPLOYER S REQUIREMENTS: QUALITY STANDARDS/CONTROLSamples and ApprovalsCheck the levels and dimensions of the site against those shown on the drawings, and record the results on a copy of the drawings; notify the Architect in writing of any discrepancies and obtain instruction before proceedingWork at or after CompletionCleaning materials and methods to be as recommended by manufacturers of products being cleaned and to be such that there is no damage to other materials or construction.8A34: EMPLOYER'S REQUIREMENTS: SECURITY/SAFETY/PROTECTIONiThe Church will not be in use during the Contract period however, access must be maintained at all times.rThe first floor of the Cloisters will be used during the Contract period, access must be maintained at all times.The work must be executed in such a manner as to keep noise to a minimum and to cause as little interference as possible with the adjoining owners. The Contractor will be deemed to have included in his tender for observing these conditions.TThe Contractor shall confine his operations and storage of materials, etc., to within the areas affected by this contract and is to ensure that no obstruction prevents free access to any adjoining or adjacent buildings (see dwg ST 02) and shall allow for protecting the structure, flooring and finishings against damage caused by the works.The Contractor must immediately report any incident reportable within the scope and definition of RIDDOR (the reporting of injuries, disease and dangerous occurrences regulations) 1995Remove all surplus hazardous materials and their containers regularly for disposal off site in a safe and competent manner as approved by a Waste Regulation Authority.Notify all service authorities and/or adjacent owners of the proposed works not less than one week before commencing site operations. Before starting work check positions of existing services. Adequately protect, and prevent damage to all services. If any damage to services results from the execution of the Works, notify Architect and appropriate service authority without delay. Make arrangements for the work to be made good to the satisfaction of the service authority or other owner as appropriate. Any measures taken by the Architect to deal with an emergency will not affect the extent of the Contractor s liability. Replace any marker tapes or protective covers disturbed during site operations to the service authority s recommendations. ^Prior to commencement carry out complete Condition survey of the areas affected by this contract including the surrounding hard and soft landscaping and adjacent roads and pavements etc. Mark up a drawing indicating the location of any damage/defects in the existing fabric and provide photographs of the said defect. Email the same to the Architect.PA35: EMPLOYER'S REQUIREMENTS: SPECIFIC LIMITATIONS ON METHOD / SEQUENCE / TIMING;Access to the site - see dwg ST 02 - Site Constraints Plan< LWork may be allowed outside these hours and on Saturdays by prior agreement.Work may be suspended at 48 hours notice for funeral services. The Contractor will be reimbursed the cost of nett standing time (i.e., without addition for overheads and profit) when operatives are stood down subject to signed daywork sheets.\Remove rubbish, dirt and residues from voids and cavities in the construction before closingbEnsure non-hazardous materials are disposed of at a tip approved by a Waste Regulation Authority.?A36: EMPLOYERS REQUIREMENTS: FACILITIES/TEMPORARY WORK/SERVICESProvide mobile phones for the site agent and Foreman for the full period of the Contract and pay all charges in connection with its use.fThe Contractor may use any existing facilities in the ground floor area of the cloister or the church.The Contractor is to allow for "general attendance "on all trades and afford to all firms or persons engaged upon the Works or having other legitimate business on the Works all reasonable facilities thereof.FProvide all necessary temporary scaffolding and access equipment for the proper execution of the works. The whole scaffold/access equipment must be constructed and maintained in accordance with current Health and Safety requirements. Co ordinate Scaffolding/Access Equipment with all Sub Contractors and Statutory Authorities.MA37: EMPLOYER'S REQUIREMENTS: OPERATION/ MAINTENANCE OF THE FINISHED BUILDING:A40: CONTRACTOR'S GENERAL COST ITEMS: MANAGEMENT AND STAFF=A42: CONTRACTOR'S GENERAL COST ITEMS: SERVICES AND FACILITIES#A50: WORK/MATERIALS BY THE EMPLOYERA51: NOMINATED SUB-CONTRACTORSA52: NOMINATED SUPPLIERS"A53: WORK BY STATUTORY AUTHORITIESA54: PROVISIONAL SUMSProvisional Sums for defined and undefined work shall be expended in full or in part as the Architect may direct and will be deducted from the Contract Sum wholly or in part if not so expended. The Contractor, when tendering, shall add to the included Provisional Sum, where provision is made so to do, for any profit he may require. Should he omit to add for profit, nothing will be allowed in the settlement of accounts. A55: DAYWORKS>For details of dayworks see provisional sums section of the BQ'ST PETER'S CHURCH AND CLOISTERS, RUTHIN"BILL NR 4 - CHURCH - RE-ORDERING#BILL NR 5 - CLOISTERS RE-ORDERING&BILL NR 6 - MECHANICAL INSTALLATIONS&BILL NR 7 - ELECTRICAL INSTALLATIONSQCarefully remove all pews, frontals and wall benching, clear all debris from siteRemove raised timber pew platforms including cutting out joists, wall plates, etc. and lowering sleeper walls, all as detailed on dwg DE01; clear away all debris from siteNave South Aisle North AisleYRemove wood block flooring from aisles/circulation areas; clear away all debris from sitewMOT Type 1 in filling to make up levels, level and compact and leave ready to receive floor construction - provisional {Clean out floor void, include for removing all redundant ducts, heating pipes, cables, etc; clear away all debris from sitetLevel and compact sub-floor, provide and lay geotextile membrane, 150 thick compacted to120 thick GLAPOR insulating hardcore, geotextile layer, geogrid layer and 100 thick Ty-Mawr lime screed laid after underfloor heating pipes are installed; allow for 40 thick cork board edge insulation and expansion joint to match colour of floor boarding - all as detailed on dwg DE01GLAPOR insulating hardcore in filling to make up levels, level and compact and leave ready to receive floor construction - provisionalXextra for turning and dressing DPM up face of walls, concrete, timber, etc at perimetersCCarefully remove existing timber skirting, store on site for re-use18 thick plywood decking on and including 45 x 95 joists with propriety adjustable pedestal supports - all as detailed on dwg DE01Cextra for plywood sheeting as permanent formwork to insulation/slab!Raised Timber Dais/Floor and Ramp;extra for hardwood riser and nosing with carborundum stripsextra for forming access hatchYConstruct timber ramp comprising 18 thick plywood decking on and including timber framingLime Plaster RepairsHack off defective wall plaster irrespective of thickness; clear away all debris from site; prepare masonry base as necessary and re-plaster with lime putty and medium sand (1:2-3) hair added to base and float coats and feebly hydraulic lime putty and fine sand (1:1) finishing coat, wood float; include for all necessary dubbing out, joining new to existing and making good all work disturbed - provisional quantitiesReinforced concrete bases, include for all necessary excavation, formwork, concrete and reinforcement; clear away all debris from sitePad Base - 450 x 450 x 400Pad Base - 900 x 900 x 400$Eccentric Pad Base - 600 x 500 x 400%Eccentric Pad Base - 1000 x 800 x 400$North Aisle - as shown on WML dwg 03Sanctuary - east wall^Carefully remove existing timber dado, make good lime plaster; clear away all debris from siteIsolated areasStructural steelwork; designed, manufactured and erected all in accordance with WML dwgs 0004 & 0005 and associated specification complete with Contractor Designed joints including base plates, holding down bolts, fixings, connectors, flanges to support lintels, grouting and finishing$RHS - 200 x 100 x 6.3 in 4Nr lengths"RHS - 200x 100 x 10 in 6Nr lengths0RHS - 200x 100 x 10 in 3Nr lengths - provisional"UB - 203 x 133 x 25 in 4Nr lengths0UB - 203 x 133 x 25 in 5Nr lengths - provisional"UC - 203 x 203 x 46 in 4Nr lengths!UC - 203 x 203 x 52 in 1Nr lengthColumn Arrangement"SHS - 70 x 70 x 6.3 in 2Nr lengths"UC - 152 x 150 x 30 in 6Nr lengthsBeam ArrangementZCut out for and including concrete padstones as specified; clear away all debris from site400 x 300 x 215600 x 300 x 215FLOOR CONSTRUCTIONGround Floor Pew Platform Areas First FloorBILL NR 8 - EXTERNAL WORKSBILL NR 9 - DRAINAGE1BILL NR 10 - PROVISIONAL SUMS AND CONTINGENCIESBILL NR. 9: DRAINAGEBILL NR. 8: EXTERNAL WORKS#BILL NR 7: ELECTRICAL INSTALLATIONS#BILL NR 6: MECHANICAL INSTALLATIONSBILL NR 4: CHURCH - RE-ORDERINGCLOISTERS - RE-ORDERING BILL NR 10 BILL NR 9EXTERNAL WORKS BILL NR 8MECHANICAL INSTALLATIONSELECTRICAL INSTALLATIONSGyproc silent acoustic floor system complete with 2Nr layers of SoundBloc and skim to soffit - all as specified and detailed on dwg DE03 - floor finish included elsewhereSTUD PARTITIONS}GypWal single frame partitioning system complete with single layer of plasterboard and skim both sides - all as specificationzGypWal twin frame partitioning system complete with two layers of plasterboard and skim both sides - all as specification;extra for DPC between floor construction and external walls2extra for DPC between partition and external wallsNorth elevationSouth elevationAextra for picking out existing step positions in different finishWG 01WG 02EXTERNAL DOORSsouth porch lobbyArch headed structural stud partition complete with rafters and ridge, insulation, WPB plywood boarding and plasterboard and skim both sides, all as detailed on dwg FF02StairsFTake from store pair of existing entrance doors, re-fix on porch wallsFrontage fascia/frame to new lobby doors comprising 2Nr 200 x 63 solid oak sections forming radius of arch, fixed together and rebated to receive glass - all as detailed on dwg FF02 South PorchEuropean Oak; casement window, double glazed with matching glazing beads; decorate as specified and point all round with polysulphide sealant - from cill to underside/soffit - openable for cleaningJpair of doors to structural opening size 1800 x 2100; half hour fire ratedGsingle door to structural opening size 910 x 2100; half hour fire rated D-04 & D-06D-101single door to structural opening size 910 x 2100 D-09 & D-15 D-12 & D-13Pair of glass doors in screen to porch entrance, floor spring operated, complete with all ironmongery and fitted to the rear of the existing arched head - all as detailed on dwg FF022single door to structural opening size< 1010 x 2100D-142single door to structural opening size 1010 x 2305D-11Wstructural opening size 2815 x 2360; comprising 1Nr door and 2Nr folding screens - D-05Wstructural opening size 4801 x 2360; comprising 1Nr door and 4Nr folding screens - D-08*structural opening size 3688 x 2360 - D-07Jpair of doors to structural opening size 1450 x 2100; half hour fire ratedD-21<end of caf/meeting and store next stairs & porch & ff store5remainder of ground floor partitions including stairsConstruct timber ceiling comprising 75 x 50 joists at 450 centres, clad top with 18 thick plywood boarding and underside with one layer of 12.5 thick plasterboard, fill joints with plaster and scrim and finish with 2-3 thick Thistle Board Finish"cupboards - ground and first floor/extra for timber cornice to match gallery floorOCarefully remove reredos and re-fix at lower level after altar platform removed/Low Level Screen between Organ Loft and ChancelExisting Organ Chamber ScreenExisting ReredosENew low level screen complete with gate - all as detailed on dwg FF01Aextra for sandstone plinth blocks complete with threshold at gatedProvide and fix 2Nr pairs of top hung 35 thick oak framed doors with 6 thick oak veneered panels, Hendersons top hung sliding and folding door gear and bottom guide set in and including oak batten recessed into floor; include for oak casing and oak architraves one side, include for oak stain and hard wax satin finish (Treatex or other equal and approved)AEuropean Oak framed and glazed folding doors and screens with double glazed toughened glass and matching glazing beads complete with sliding door gear, oak frame, linings, packings, shadow gaps, planted stops, architraves and the like, include for oak stain and hard wax satin finish (Treatex or other equal and approved)  +Gyplyner encasement system to steel columnsAConstruct GypCeiling MF suspended ceiling complete with all trims kitchenette SkirtingssTake from store existing timber skirting, re-fix to external walls; include for oak stain and hard wax satin finishProvide and fix timber skirting to match existing, to Nave face of new partitions; include for oak stain and hard wax satin finishFLOOR FINISHESCRetain the best of the T&G flooring, store on site for later re-use9Junkers, pre-finished, T&G solid oak clipped floor systemextra for coved skirtingFAltro Suprema vinyl flooring on and including latex levelling compoundrTake from store existing T&G floor boarding and re-fix, include for sanding and sealing with hard wax satin finishFJunkers 14mm T&G 2-strip oak flooring system in two contrasting shadesProvide and fix 100 x 19 softwood skirting with chamfered and rounded profile to ground floor internal partition walls, include for paint finishgallery,Altro Suprema vinyl flooring on plywood basetProvide and fix 100 x 19 oak skirting to first floor external walls; include for oak stain and hard wax satin finish WALL FINISHESProvide & fix Topps Tiles, Linear Matt Bone Ceramic wall tile, Ref. 694102; 300 x 100 fixed with Mapei white wall adhesive and grouted with Unibond white wall tile grout on completion splashbacksPAINTING AND DECORATING3New partition walls, ground, first floor and stairs5New ceilings - underside of gallery, cupboards, porchhPrepare and apply one coat primer and two coats of Keim to new and previously painted plastered surfacesBInternal face of external walls - excluding vestry & organ chamberFIXTURES AND FITTINGSGlass BalustradingHextra for solid oak kerbs/demarcation strips, 100 x 25, planed and oiledDextra for hardwood nosing with colour contrasting carborundum stripsramp from chancel to navecextra for glass guarding panel 1100 high to 1Nr large and 1Nr small window opening at gallery level#Softwood framed solid core flush door with oak veneered plywood both sides, hang on and including 1&1/2 pair of butt hinges to and including oak frame complete with oak architraves/cornices/mouldings, etc; include for oak stain and hard wax satin finish (Treatex or other equal and approved)wextra for forming curve and providing profiled timber moulding edge trim to gallery front - all as detailed on dwg DE03CRL Taper-Loc tempered glass balustrade system complete with base shoe, oak mouldings, cappings, etc. and 45 diameter stainless steel handrail complete with brackets - all ad detailed on dwg FF04 Staircase 1 Staircase 27Nr. 600 x 600mm units with 19mm oak 'shaker' style doors and base plinth, Howdens 'Halesworth' range including 2Nr splayed blank panels and 40 thick oak worktop over95x19mm square edged seasoned European oak board cladding to walls on and including timber battens complete with 63 x 25 moulding to head all roundGAcrylic wall mounted book / storage shelf, or similar display shelving._Shelf style wall mounted literature dispenser / brochure storage, or similar display shelving. 'Shop Area - all as detailed on dwg FF031200 wide corner unitHowdens stainless steel sinks2488 x 600 x 40 thick 1265 x 600 x 40 thick1200 x 500 wide single bowl and drainer, inset sink with Lamona Rienza swan neck monobloc tap, plug & chain, P type trap and plastic waste; include for sealing all round Gas pipework installationRadiators installationBoiler plant installationService visits(i)(ii)Additional services$BILL NR 6 - MECHANICAL INSTALLATIONSiLiaising with Scottish Power Church's electricity supplier in connection with the new three-phase supplyRemove and identify all outgoing existing wiring from the single phase incoming supply; retain wiring for the Organ, Vestry and Tower areasKProvision of new three-phase MCB distribution board D1 at the main locationQSub-main cable installation and distribution boards DB2 and Boiler House supplies+Lighting installation to Under Gallery area8Supply of light fittings and lamps to Under Gallery area0General power installation to Under Gallery areaeGeneral power to floor boxes in the main church area and inst'n of basket work including RJ45 outlets/Ethernet wiring and termination of RJ45 outlets8Cabling and connections to external air source heat pump-Reconfiguring existing supply at DB1 location$BILL NR 7 - ELECTRICAL INSTALLATIONSCarried ForwardBrought ForwardpBILL NR 1 - PRELIMINARIES To Summary BILL NR 4 - CHURCH - RE-ORDERING 4/5 4/6 4/7 4/8 KitchenetteToiletsWash basin comprising Sandringham 21 wall hung basin complete with pair of Avon non-concussive pillar taps with chrome plated anti-splash or Aerator outlets, pop up waste, re-sealing bottle trap and isovalve servicing valveDoc M package comprising contour 21 wash hand basin and close coupled w.c. pack with grab rails and hinged arm support with toilet roll holder; handrails and pull bars; alarm pull cord; hangers; etcAutomatic hand dryer, satin finished stainless steel, Stream Hygiene or other equal and approved, 320 x 295 x 165 - electrical connection included elsewhere;extra for 300 x 300 clear pvc splashback beneath hand dryer6Baby change table, Magrini, Ref. MH42, 585 x 760 x 145ChancelETake from store 4Nr pews and 2Nr frontals, re-position where directedABOVE GROUND DRAINAGE;Plumbing - Hot and clod water - see Mechanical InstallationnProvide and fix 100 diameter soil and vent pipework suspended in sub-floor void, complete with stub stack, Durgo automatic air admittance valve, bends, bosses, connectors, brackets, etc; include for breaking through stone/block walls, etc. and connecting to vitrified clay drainage system; make good all work disturbed - all as shown and detailed on dwgs PL04 & DE02kitchenette and toiletsProvide and fix 22 diameter overflow pipework, complete with all necessary fittings, etc; include for all builders work and making good all work disturbedProvide and fix 38 diameter waste pipework, all exposed waste pipework to be chrome, complete with all necessary fittings, etc; include for all builders work and connecting to S&V system; make good< all work disturbed>extra for plywood lining/pattress in W.C. area and kitchenette 4/11 4/9 4/10Carefully break out 2Nr step altar platform to Sanctuary, level floor, provide and lay 50 thick limestone paving slabs - approx. 6m2Carefully take down one brick thick settled length of sleeper wall to 300 below extg ground level, excavate for and including strip foundation approx. 450 wide x 300 deep and re-build sleeper wall to new level; clear away all debris from site%Ground Floor Aisles/Circulation Areasapprox. 1500 wide x 2150 longConstruct stairs comprising oak treads, risers, strings, mouldings, cappings, carborundum inserts, etc; finish as specified, all as detailed on dwg FF04 - balustrade and handrail included elsewhereProvide and fix 100 x 19 oak skirting to ground floor internal partition walls; include for oak stain and hard wax satin finishPair of frameless glazed doors with fanlight to lobby, complete with all ironmongery including lazer cut, brushed stainless steel double sided handles - all as detailed on dwg FF02Softwood framed solid core flush door with plywood facings both sides, hang on and including 1&1/2 pair of butt hinges to and including softwood frame complete with architraves both sides, include for oak stain and hard wax satin finish (Treatex or other equal and approved)@extra for sleeve through wall to prevent collapse of rubble fillkextra for timber kerb with bull nose cill, include for finishing with coved skirting and decoration to cillVAltro XpressLay adhesive free vinyl flooring on and including latex levelling compound"BILL NR 5: CLOISTERS - RE-ORDERINGapprox. 1350 wide x 1350 longside of organ chamberchancelramp at side of organnProvide and fix timber handrail on and including brackets, fixed to wall one side and floor mounted other sideCarefully dismantle open timber screen to organ chamber, modify panel arrangement to form central opening, re-fix with and including new skirtings both sides, decorated to match screen; make good all work disturbed 4/12_Seal off, disconnect and strip out kitchen and 3Nr w.c. suites; clear away all debris from sitedStrip out all floor, wall and ceiling finishes to ground floor area; clear away all debris from sitevNeedle and prop as necessary and break out internal brick wall, irrespective of thickness, to form door/blank opening-lRoom Nr 11a, single door opening; providing and fix 4Nr Naylor Type R6 prestressed concrete lintel 140 x 100kRoom Nr 10, single door opening; providing and fix 9Nr Naylor Type R6 prestressed concrete lintel 140 x 100fRoom Nr 10a, blank opening; providing and fix 7Nr Naylor Type R6 prestressed concrete lintel 140 x 100Prop as necessary and demolish internal brick wall, irrespective of thickness, make good face of brickwork, ceiling and floor where wall demolished; clear away all debris from siteConstruct 100 thick block wall build off existing slab, include for all necessary wall ties in bonding to the existing structureoextra for forming door opening, include for prestressed concrete lintel, square up jambs and make out thresholdAProvide and fix timber skirting to match, in making good existing)Existing skirting retained where possibleCPrepare masonry base as necessary and plaster with lime putty and medium sand (1:2-3) hair added to base and float coats and feebly hydraulic lime putty and fine sand (1:1) finishing coat, wood float; include for all necessary dubbing out, joining new to existing and making good all work disturbed - provisional quantitiesnew block walls Lime Plasterisolated areasCut back lath and plaster ceiling; clear away all debris from site; re-plaster with lime putty and medium sand (1:2-3) hair added to base and float coats and feebly hydraulic lime putty and fine sand (1:1) finishing coat, wood float, on and including 25 x 6 sawn or riven oak laths with 8 - 10 mm gaps; include for all necessary packing out; make good all work disturbed - provisional quantities(where walls demolished in isolated areasINTERNAL DOORSGsingle door to structural opening size 810 x 1900; half hour fire ratedD-38D-33, D-35 & D-40Hsingle door to structural opening size 1010 x 2100; half hour fire ratedD-371single door to structural opening size 810 x 21001single door to structural opening size 850 x 21001single door to structural opening size 910 x 2305D-52D-39 D-36 & D-41first floor w.c.bends`Excavate to locate and break into existing drain, form saddle connection, backfill and make goodHBreak into existing manhole, connect new drainage pipe; re-form benchingcCast iron SVP with back connection through wall to waste pipe and rest bend to underground drainage fixed to wall - in 3Nr locationsBILL NR 9 - DRAINAGEqVitrified clay pipework; Hepworth SuperSleeve or other equal and approved; push-fit polypropylene coupling joints0Additional drainage 1,000 (One thousand pounds)Forbo Tessera carpet tilesRAltro Wood, adhesive free vinyl flooring on and including latex levelling compoundEAltro Pisces vinyl flooring on and including latex levelling compoundshower cubicleswash basin splashbacksbreakfast room splashbackProvide & fix stone effect porcelain wall tiles, 600 x 300 fixed with Mapei white wall adhesive and grouted with Unibond white wall tile grout on completion, include for stainless steel trim to all edgesJPrepare and apply one mist coat and two full coats of Dulux Trade emulsion+New partition walls, ground and first floorNew ceilings - first floor w.c.existing walls existing ceilings Breakfast Room5200 x 600 x 40 thick1extra for infill pieces 1100 x 500 and 1450 x 5000Doc M contour 21 shower pack with grab rails etc Heavy duty anti slip shower tray 800 x 800 820 x 1100 1100 x 1500/Thermostatic shower pack with head and hand setPivot shower door - 800 x 1850!Sliding shower door - 1500 x 18500Corner entry shower enclosure - 800 x 800 x 1850En-suits and First Floor W.C.!breakfast room, en-suits and w.c.en-suits and w.c. 5/5 5/6#BILL NR 5 - CLOISTERS - RE-ORDERINGQStrip out internal doors, frames and architraves; clear away all debris from siteBextra for 2Nr Naylor Type R6 prestressed concrete lintel 140 x 100Note: The Church is a Grade I listed building; fixing of scaffold to the building is not permitted, the scaffold shall be free standing /BILL NR. 10: PROVISIONAL SUMS AND CONTINGENCIESBreak out existing bitmac paving, excavate, fill and grade ground levels to form ramp from inside of main gates to south porch between dwarf wall and railingsProvide and lay 75 thick random size riven york stone paving on and including 150 hardcore and 30 thick lime sand bed, include for pointing in sameoExcavate for and including 600x300 mass concrete strip foundation for setting of railings and sandstone plinth E300 x 250 sandstone plinth/dwarf wall dowelled to concrete foundationProvide and lay 'SureSet' Resin Bound Paving comprising 16 thick surface course of SureSet aggregate, 60 thick binder course, geotextile membrane and 150 thick hardcorerampporchIremRamp to South PorchqPowder coated galvanised steel handrail and legs set in concrete base/stone plinth, all as detailed of dwg RA 02 extra for forming matwell9Coir matting 900 x 1200 x 25 thick to south porch matwellRamp to CloistersEase and adjust pair of main entrance doors and extend architraves with plinth blocks to suit new levels, overhaul ironmongery and leave in perfect working orderEase and adjust pair of lobby doors and extend architraves with plinth blocks to suit new levels, overhaul ironmongery and leave in perfect working orderbExcavate for and including 600x300 mass concrete strip foundation for setting of sandstone plinth ,Coir matting 915 x 690 x 35 thick to matwell 8/1 8/2BILL NR 8 - EXTERNAL WORKSDAdditional external works 2,500 (Two thousand, five hundred pounds) 0R&D asbestos survey 1,000 (One thousand pounds);Organ protection 1,500 (One thousand, five hundred pounds)9Mortar repairs<L 2,500 (Two thousand, five hundred pounds)FReplacement rainwater goods 2,500 (Two thousand, five hundred pounds)"GAdditional concrete fill under base plates 1,000 (One thousand pounds)+1BBoxing out for services 2,500 (Two thousand, five hundred pounds)BInternal window to W.C. area 750 (Seven hundred and fifty pounds)!1Rope chain and signage 500 (Five hundred pounds)aAdditional builders work in connection with services 3,500 (Three thousand, five hundred pounds)5<5Contingencies 75,000 (Seventy five thousand pounds) Include the sum of 1,000.00 (One thousand pounds) for the prime cost of Labour as defined in Section (3). (The standard hourly base rates shall be those agreed by the N.J.C.B.I.) - reduced~Include the sum of 500.00 (Five hundred pounds) for the prime cost of Materials and Goods as defined in Section (4) - reduced 10/1 10/2 10/3/BILL NR 10 - PROVISIONAL SUMS AND CONTINGENCIESLBlend existing bitmac finish to existing paths to new levels at head of rampCarefully remove 2Nr gullies, excavate for and including Aco drainage channel with black grating, connect to existing drain run, make good all work disturbedExcavate for and including Aco drainage channel with stainless steel grating, connect to existing drain run, make good all work disturbedZCarefully lift existing floor finish, excavate to reduce levels, grade ground to form rampGSupply and fix ironmongery 7,500 (Seven thousand, five hundred pounds)!ST PETERS CHURCHFABRIC REPAIRS AND RE-ORDERING OF THE CHURCH AND CLOISTERSThe tender shall remain open for acceptance by the Employer for a period of THREE months from the date stated for the receipt of same.LQ Kepczyk Pearce Sanderson LimitedSEPTEMBER 2024 _ _@gDhci m Unoat{x$&B4 m[aޡܨ72  e<N%u)V x,) {. 5V9C=-iAB$jFHI) J: M9 P8SCW|[]bj- bprs<v'{Z)M /)  Dh Tx2VX|)Miբ''   UU[[]9#z[ mLp(3e B K M5!Y'l+ 1#36}8":`>A EccB ZO ?,R  dMbP?_*+%,&'(M&d2?)\.?M RICOH MP C2003 (Copy 1)|C 4dXXA4GIS4DINU"(lxP(SMTJ{211B8397-E5A9-42BE-B292-7E0FBCEC483A}InputBinAUTORESDLLUniresDLLPaperSizeA4MediaTypeStandard_RecycledOrientationPORTRAITColorModeRGB24BPPResolution600dpiDuplexNONECollateOFFPageOrderFrontToBackOutputBinPrinterDefaultPagesPerSheet1BookletOffStaplingOFFPunchingOFFImageDirectionNormalGraphicsModeVectorEdgeToEdgePrintOffPrintableAreaRegularlxV4DMNVl!B~H:P,xDocumentSettings{"psk:PageResolution":"ns0000:_600dpi","ns0000:PageWatermark":"ns0000:Off","ns0000:PageWatermarkSettings":"eyJwd21rX25hbWVzdHJpbmciOiJDT05GSURFTlRJQUwiLCJwd21rX3RleHQiOiJDT05GSURFTlRJQUwiLCJwd21rX2ZvbnQiOiJUaW1lcyBOZXcgUm9tYW4iLCJwd21rX2ZvbnRzdHlsZSI6InJlZ3VsYXIiLCJwd21rX2ZvbnRzaXplIjoiMTIwIiwicHdta19kZW5zaXR5IjoiNTAiLCJwd21rX2NvbG9yIjoiYmxhY2siLCJwd21rX2FuZ2xlIjoiNTQiLCJwd21rX3Bvc2l0aW9ueF9pbmNoIjoiMCIsInB3bWtfcG9zaXRpb255X2luY2giOiIwIiwicHdta19wb3NpdGlvbnhfbW0iOiIwIiwicHdta19wb3NpdGlvbnlfbW0iOiIwIiwicHdta19maXJzdHBhZ2Vvbmx5Ijoib2ZmIiwicHdta19vcGFxdWUiOiJvZmYifQ==","ns0000:PageHeaderFooter":"ns0000:Off","ns0000:HeaderFooterPrintPer":"ns0000:OriginalPage","ns0000:HeaderFooterDate":"ns0000:Off","ns0000:HeaderFooterDatePosition":"ns0000:TopLeft","ns0000:HeaderFooterDateFormat":"ns0000:YYYYMMDD_DotFormat","ns0000:HeaderFooterNumber":"ns0000:Off","ns0000:HeaderFooterNumberPosition":"ns0000:BottomCenter","ns0000:HeaderFooterNumberFormat":"ns0000:OnlyNumber","ns0000:HeaderFooterText":"ns0000:Off","ns0000:HeaderFooterTextPosition":"ns0000:BottomLeft","ns0000:HeaderFooterTextFormat":"ns0000:FileName","ns0000:PageHeaderFooterFontName":"Arial","ns0000:PageHeaderFooterFontSize":"10","ns0000:PageHeaderFooterCustomText":"","ns0000:PageOverlayWatermark":"ns0000:Off","ns0000:JobRicPrintJob":"ns0000:RicPrintNormal","ns0000:JobRPCSOverlayDataNameDef":"","ns0000:UserAuthenticationLoginUserNameType":"ns0000:UserDefined","ns0000:JobUserDomainType":"ns0000:Auto","ns0000:RicUserIDType":"ns0000:UserDefined","ns0000:JobDuplexAllDocumentsDirection":"ns0000:Off","ns0000:BookletPageOrder":"ns0000:OpenToLeftOrTop","ns0000:DocumentCollateDistribution":"ns0000:PrinterCollate","ns0000:DocumentEnableCollate":"ns0000:Printer","ns0000:JobOffset":"ns0000:Normal","ns0000:PagePrintPaperSize":"ns0000:SameAsPageMediaSize","psk:PageScaling":"ns0000:FitToPaperSize","psk:PageScalingScale":"100","ns0000:JobLetterheadMode":"ns0000:PrinterDefault","ns0000:JobDuplexModeOneSidedPrint":"ns0000:Off","ns0000:JobPrintTextAsBlack":"ns0000:Off","ns0000:JobFixdmColor":"ns0000:Off","ns0000:JobCurrentShortcut":"","ns0000:JobExtraUISettings":"eyJzdGFuZGFyZHBhZ2VzX2lucHV0dHJheSI6ImF1dG90cmF5c2VsZWN0Iiwic3RhbmRhcmRwYWdlc19tZWRpYXR5cGUiOiJwbGFpbmFuZHJlY3ljbGVkIiwicHdta19uYW1lc3RyaW5nIjoiQ09ORklERU5USUFMIiwicG93X25hbWVzdHJpbmciOiIoQWRkIE5ldykiLCJwb3dfbmFtZXN0cmluZ19yZWZlcl9hbGwiOiIoQWRkIE5ldykiLCJwb3dfbmFtZXN0cmluZ19yZWZlcl8xc3RfcGFnZSI6IihBZGQgTmV3KSIsInBvd19uYW1lc3RyaW5nX3JlZmVyXzJuZF9wYWdlIjoiKEFkZCBOZXcpIiwicG93X25hbWVzdHJpbmdfcmVmZXJfM3JkX3BhZ2UiOiIoQWRkIE5ldykifQ==","ns0000:JobRicEnforceUserCodeDef":"","ns0000:PageOverlayWatermarkSettings":"","psk:PresentationDirection":"ns0000:None","ns0000:Frame":"ns0000:Off","ns0000:PageCustomPaperSizeUnit":"ns0000:MM","ns0000:PageDriverOutputColor":"ns0000:Color","ns0000:PageMediaSizeMediaSizeWidth":"215900","ns0000:PageMediaSizeMediaSizeHeight":"279400"}< < <n" dXX BP(? 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