Specification of Works to be executed and Materials to be used in connection with External refurbishment At the premises known as 8 Flats @ Drive Court, The Drive, Edgware HA8 8PP Under the administration of MA Bowring MBEng MRICS Ringley Chartered Surveyors Ringley House 349 Royal College Street London NW1 9QS ALL DIRECTIONS ARE TAKEN AS IF LOOKING AT THE BUILDING FROM THE FRONT. Ringley Chartered Surveyors Job No: b176931b-0f20-4f79-8d43-c365df4aced7.xls Notice to Tenderers 1 All items within these documents are to be separately and individually priced. Tenderers are requested to make all entries (pricing, initialling etc) clear and legible in black ink. A fully priced copy of the specification is to be delivered with the tender documents in the envelope provided at the date of tender. 2 Any/all items, which have no price set against them, shall be deemed to have been included within the value of other items for the purpose of the tender and no further value or extra sums will be allowed against such items. Where a rate is requested please insert. 3 Seek guidance on any item, which appears to be incomplete, unclear, ambiguous or open to more than one interpretation, as no consideration will be given subsequently to extra costs on the grounds of any misunderstanding. 4 Quantities if stated are to be used as guidance only. The contractor is completely responsible for measurement and confirming all quantities and all further information. The Contractor is also responsible for checking all dimensions and areas for carrying out all works necessary. 5 Our target for the contract is 3 working weeks from the date of possession. Please also complete your proposed contract period in the Form of Tender. 7 All pages of the priced specification are to be initialled by Tenderers as proof of reading. 8 The Contractor’s outline proposed programme, showing the sequence and timing of the principal parts of the works must be submitted with the tender. A detailed contract programme is to be submitted for the Employer’s approval prior to signature for the contract documents and is to be based upon the outline programme. 9 Tenderers are to note that properties forming this contract will be occupied during the Works and they should allow for this in their pricing. 10 Before tendering, visit the site to ascertain the exact nature of the work and the restrictions of the site. 11 The pricing of the Preliminaries is to be by way of fixed amounts in respect of the whole of the work included in the specification including all provisional and contingency items. The contractor is requested to price separately each and every item that he wishes to carry a monetary value. The contractor will be required to provide a suitable breakdown of the Preliminaries as submitted for the CA’s agreement and for the purpose of ascertaining values for payments. 12 The Employer may wish to vary or omit works by way of adjustment of either works as set out or the provisional sums and no claim for loss of profit will be entertained. Failure to comply with one of the above requirements may result in the tender being rejected. Last Printed: 8/10/2011 Page 3 of 56 Ringley Chartered Surveyors Job Number: b176931b-0f20-4f79-8d43-c365df4aced7.xls Form of Tender FORM OF TENDER Form of tender for the proposed works at Drive Court, The Drive, Edgware, HA8 8PP TO: Ringley Chartered Surveyors Ringley House 349 Royal College Street London NW1 9QS We, having read the conditions of contract and specification delivered to us and having visited the site, do hereby offer to execute and complete in accordance with the contract documents the whole of the works either described or implied, for the sum of £ …………………………………. (+ VAT) Amount in words ………………………………………………… and within ……………….weeks from the date of possession. We certify that this is a bona-fide tender and that we have not disclosed any information or entered into any agreement or made any offer to any person or body that could prejudice your intention to obtain truly competitive tenders. As witness our hand this ………day of ……………………………………….200 Signed (stating position/role in company) …………………………………………………………………………………………… Registered name and address of company …………………………………………………………………………………………… …………………………………………………………………………………………… …………………………………………………………………………………………… Witness (give name and address) …………………………………………..…… …………………………………… (Sign) (Print name) Address …………………………………………………………………………………………… …………………………………………………………………………………………… Last printed: 8/10/2011 4 of 56 Ringley Chartered Surveyors Number: Job Picture b176931b-0f20-4f79-8d43-c365df4aced7.xls Last Printed: 8/10/2011 Page 5 of 56 Ringley Chartered Surveyors Preliminaries Job No: b176931b-0f20-4f79-8d43-c365df4aced7.xls A10 PROJECT PARTICULARS 110 A10/THE PROJECT Name: 8 Flats at Drive Court, The Drive, Edgware HA8 8PP Pre-maintenance painting Nature: External decorations & refurbishment and roof repairs Minor repair and painting Location: 8 Flats at Drive Court, The Drive, Edgware HA8 8PP 120 EMPLOYER (CLIENT): The Freeholder: Polkashire Limited c/o Ringley Chartered Surveyors Ringley House, 349 Royal College Street, London NW1 9QS Tel: 020 7428 1970 Fax: 020 7428 1971 A10/A10/1 THE PRINCIPAL CONTRACTOR: The Contractor 27 N/a 141 Contract Administrator Ringley Chartered Surveyors Ringley House 349 Royal College Street, London NW1 9QS Tel: (020) 7267 2900 Survey Hotline (020) 7428 1970 Fax: (020) 7267 9610 Survey Direct Fax (020) 7428 1971 (Contact: Mr Ian Fielding ) 147 PLANNING SUPERVISOR: Ringley Chartered Surveyors 349 Royal College Street, London NW1 9QS Tel: (020) 7267 2900 Survey Hotline (020) 7428 1970 Fax: (020) 7267 9610 Survey Direct Fax (020) 7428 1971 (Contact: Mr Ian Fielding ) 150 QUANTITY SURVEYOR: Ringley Chartered Surveyors Ringley House 349 Royal College Street, London NW1 9QS Tel: (020) 7267 2900 Survey Hotline (020) 7428 1970 Fax: (020) 7267 9610 Survey Direct Fax (020) 7428 1971 Last Printed: 8/10/2011 Page 6 of 56 Ringley Chartered Surveyors Preliminaries Job No: b176931b-0f20-4f79-8d43-c365df4aced7.xls A11 HEALTH AND SAFETY 160 The pre-tender Health and Safety Plan is to follow. A12 THE SITE/EXISTING BUILDINGS 110 THE SITE: 8 Flats at Drive Court, The Drive, Edgware HA8 8PP 140 A12/EXISTING MAINS/SERVICES: The Site is served by all main services: electricity, water, gas and waste services. 185 A HEALTH AND SAFETY FILE for the site/building is not available 200 A12/USE OF THE SITE: Do not use the site for any purpose other than carrying out the Works. As described in this document. 230 SURROUNDING LAND/BUILDING USES: Residential housing 240 A12/RISKS TO HEALTH AND SAFETY: The nature and condition of The Site/buildings cannot be fully ascertained before it is opened up. However, the risks identified in the Health and Safety Plan are or may be present. The Contractor must ascertain for himself any information he will require to ensure the safety of all persons and the works. The Contractor will produce risk assessments and method statements compliant with his duties under the CDM Regulations as Principal Contractor. The Contractor is to allow for such measures as described above in his overall programme. 280 A12/SITE VISIT: Before tendering, ascertain the nature of the site, access thereto and all local conditions and restrictions likely to affect the execution of the Works. 290 A12/SITE VISIT: may be made by appointment with the CA giving at least two working days notice. A13 DESCRIPTION OF THE WORK 120 A13/THE WORK: - Erection of scaffold - Painting and decorating - Repair and replacement of rainwater goods - Repair and replacement of doors and windows - Repairs and cleaning to brickwork 140A WORK BY OTHERS CONCURRENT WITH THE CONTRACT is described in Section A12/230 of these preliminaries Last Printed: 8/10/2011 Page 7 of 56 Ringley Chartered Surveyors Preliminaries Job No: b176931b-0f20-4f79-8d43-c365df4aced7.xls A20MW MINOR WORKS AGREEMENT (910) 910 AGREEMENT FOR MINOR WORKS: The form of contract will be the JCT Agreement for Minor Building Works 1998 Edition with Amendment MW1 1st. Recital The Works comprise those described in A13:120 Architect/Contract Administrator: See Section A10 The reference to Architect will be deleted 2nd. Recital The reference to "Schedules of Rates" will be deleted 4th. Recital Quantity Surveyor: See Section A10 5th. Recital Alternative A will apply Alternative B will be deleted THE ARTICLES 1-7 Article 3 Architect/Contract Administrator: See Section A10 Article 4 Alternative B will be deleted Article 6 Dispute or difference - ajudication Nominator of Ajudicator: The President or Vice-President or the Chairman or a Vice-Chairman of the Royal Institute of Chartered Surveyors Article 7A Dispute or difference - ajudication: Article 7B will be deleted Appointer of Arbitrator The President or Vice-President of the Royal Institute of Chartered Surveyors THE CONDITIONS: 1 Intentions oc the parties. 2 Commencement and completion 2.1 The works will commence as agreed and shall be complted within three weeks from that date any date should a different date be agreed this date must ensure that the works will be completed no later that 2.3 Liquidated damages: £1,000 per week 2.5 Defects liability period: 6 months Last Printed: 8/10/2011 Page 8 of 56 Ringley Chartered Surveyors Preliminaries Job No: b176931b-0f20-4f79-8d43-c365df4aced7.xls 3 Control of the works. 3.6 Variations The reference to "Architect and Schedules of Rates" will be deleted. 4 Payment 4.1 Correction of inconsistencies. The reference to specifications will be deleted. 4.2.1 Retention percentage: 5% 4.3 Penultimate certificate percentage: 97.5% 22.214.171.124 Final Certificate Period for supply of documentation: 6 months 4.6 Contribution, levy and tax changes. This clause will be deleted. Percentage addition: 15% 5 Statutory obligations 5.2 Value Added Tax Clause B1.1 of the supplemental Conditions applies 6 Injury, damage and insurance 6.2 Injury or damage to property. Insurance cover to be not less than £1,000,000.00 6.3B Insurance of the Works and any existing structures by Employers - Fire etc. Clause 6.3A will be deleted. 7 Determination 8 Settlement of disputes. A25 EQUAL OPPORTUNITIES Equal Opportunities Policy The Contractor shall not unlawfully discriminate within the meaning of the scope of the provisions of the Race Relations Act 1976 and Sex Discrimination Act 1975 and Disability Discrimination Act 1995. The Contractor shall take reasonable steps to secure the observance of the provisions of the Contractor and any authorised sub-contractors. A copy of the Contractor's policy statement on Equal Opportunities shall be made available for inspection on request of the Employer or the CA. Last Printed: 8/10/2011 Page 9 of 56 Ringley Chartered Surveyors Preliminaries Job No: b176931b-0f20-4f79-8d43-c365df4aced7.xls A30 TENDERING/SUBLETTING/SUPPLY 110 SCOPE: These conditions are supplementary to those stated in the invitation to tender and on the Form of Tender. 120 TENDERING PROCEDURE will be in accordance with the principles of the 'Code of Procedure for Single Stage Selective Tendering' 1996. 161 EXCLUSIONS: If the Contractor cannot tender for any part(s) of the work as defined in the tender documents the PB must be informed as soon as possible, defining the relevant part(s) and stating the reason(s) for the inability to tender 170 ACCEPTANCE OF TENDER: The Employer and his representatives: - Offer no guarantee that the lowest or any tender will be recommended for acceptance or accepted. - Will not be responsible for any cost incurred in the preparation of any tender. 191 PERIOD OF VALIDITY: Tenders must remain open for consideration (unless previously withdrawn) for not less than 120 days from the date fixed for the submission or lodgement of tenders. Information on the date for possession/commencement is given in section A20. 315 PROJECTS WITHOUT QUANTITIES: Tenders must include for all work shown or described in the tender documents as a whole or clearly apparent as being necessary for the complete and proper execution of the Works 320 PRICING OF SPECIFICATION: Alterations and qualifications to the specification must not be made without the written consent of the CA. Tenders containing unauthorised alterations or qualifications may be rejected. Costs relating to items in the specification which are not priced will be deemed to have been included elsewhere in the tender. 331 THE PRICED SPECIFICATION must be submitted within one week of request 341 ERRORS IN THE PRICED DOCUMENTS will be dealt with in accordance with the 'Code of Procedure for Single Stage Selective Tendering' 1996, Alternative 1 (the word 'specification' being substituted for 'bills of quantities'). 516A ALTERNATIVE TIME TENDERS - In addition to and at the same time as his tender based upon the date or period specified in section A20, the Contractor may, at his discretion, submit alternative tender based upon different dates for completion or periods. - If any such tender is accepted the date for completion inserted in the Appendix to the Contract will be the date stated in the alternative tender or determined from the period stated in the alternative tender.. 501 TENDER STAGE METHOD STATEMENTS must be submitted within one week of request describing how and when the Contractor proposes and undertakes to carry out the following: Working at height Protection to occupants The contractor may, at his discretion and at the same time, submit method statements for other parts of the Works Last Printed: 8/10/2011 Page 10 of 56 Ringley Chartered Surveyors Preliminaries Job No: b176931b-0f20-4f79-8d43-c365df4aced7.xls 535 SUBSTITUTE PRODUCTS: If the Contractor wishes to substitute products of different manufacture to those specified, details must be submitted with the tender giving reasons for each proposed substitution. Substitutions which have not been notified at tender stage may not be considered. Substitutions sanctioned by the SO will be subject to the verification requirements of clause A31/200. 551 A30/HEALTH AND SAFETY INFORMATION: A statement must be submitted with the tender describing the organisation and resources which the contractor proposes and undertakes to provide to safeguard the health and safety of operatives, including those of subcontractors and of any person who may be affected by the works, including: - A copy of the contractors health and safety policy document, including risk assessment procedures. - Accident and illness records for the past five years. - Records of previous Health and Safety Executive enforcement action. - Records of training and training policy. - The number and type of staff responsible for health and safety on this project with details of their qualifications and duties. A31 PROVISION, CONTENT AND USE OF DOCUMENTS DEFINITIONS AND INTERPRETATIONS 130 IN WRITING: When required to notify, inform, instruct, agree, confirm, obtain information, obtain approval or obtain instructions do so in writing. 140 APPROVAL (and words derived therefrom) means the approval in writing of the PM unless specified otherwise. 180 CROSS-REFERENCES TO THE SPECIFICATION: Where a numerical cross-reference to a specification section or clause is given on drawings or in any other document the Contractor must verify its accuracy by checking the remainder of the annotation or item description against the terminology used in the referred to section or clause Where a numerical cross-reference is not given the relevant section(s) and clause(s) of the specification will apply, cross reference thereto being by means of related terminology. Where a cross-reference for a particular type of work, feature, material or product is given, relevant clause(s) elsewhere in the referred to specification section dealing with general matters, ancillary products and workmanship also apply. The contractor must, before proceeding, obtain clarification or instructions in relation to any discrepancy or ambiguity which may be discovered. 200 EQUIVALENT PRODUCTS: Where the specfication permits substitution of a product of different manufacture to that specified and such substitution is desired, before ordering the product notify the CA and, when requested, submit for verification documentary evidence that the alternative product is equivalent in respect of material, safety, reliabillity, function, compatibility with adjacent construction, availability of compatible accessories and, where relevent, appearance. Submit certified English translations of any foreign languge documents. Last Printed: 8/10/2011 Page 11 of 56 Ringley Chartered Surveyors Preliminaries Job No: b176931b-0f20-4f79-8d43-c365df4aced7.xls Any proposal for use of an alternative product must also include proposals for substitution of compatible accessory products and variation of details as necessary, with evidence of equivalent durability, function and appearance of the construction as a whole. If such substitution is sanctioned, and before ordering products, provide revised drawings, specification and manufacturer's guarantees as required by CA. 201 EQUIVALENT PRODUCTS: Wherever products are specified by proprietary name and the phrase 'or equivalent approved' is not included, it shall be deemed included. 225 REFERENCES TO BSI DOCUMENTS: Are to the versions and amendments listed in the BSI Standards Catalogue current at the date of tender 270 SIZES: Unless otherwise stated: - Products are specified by their co-ordinating sizes. - Cross section dimensions of timber shown on drawings are nominal sizes. 280 FIX ONLY means all labours in unloading, handling, storing and fixing in position, including use of all plant. 290 SUPPLY AND FIX: Unless stated otherwise all items given in the schedule of work and/or on the drawings are to be supplied and fixed complete. TERMS USED IN REFURBISHMENT/ALTERATION 311 REMOVE means disconnect, dismantle as necessary and remove the stated element, work or component and all associated accessories, fastenings, supports, linings and bedding materials, and dispose of unwanted materials. It does not include removing associated pipework, wiring, ductwork or other services. 331 REPLACE means: - Remove the stated existing components, features and finishes. Provide and fit in lieu new components, features or finishes which, unless specified otherwise, must match those which have been removed. - Make good as necessary. 341 REPAIR means carry out local remedial work to components, features and finishes as found in the existing building. Resecure or refix as necessary and leave in a sound and neat condition. It does not include: - Replacement of components or parts of components. - Redecoration. 351 MAKE GOOD means carry out local remedial work to components, features and finishes which have been disturbed by other, previous work under this Contract and leave in a sound and neat condition. It does not include: - Replacement of components or parts of components. - Redecoration. The meaning of the term shall not be limited by this definition where used in connection with the defects liability provisions of the Contract. Last Printed: 8/10/2011 Page 12 of 56 Ringley Chartered Surveyors Preliminaries Job No: b176931b-0f20-4f79-8d43-c365df4aced7.xls 361 EASE means make minor adjustments to moving parts of the stated component to achieve good fit in both open and closed positions and ensure free movement in relation to fixed surrounds. Make good as necessary. 371 TO MATCH EXISTING means use products, materials and methods to match closely all visual characteristics and features of the existing work, with joints between existing and new work as inconspicuous as possible, all to approval of appearance. DOCUMENTS PROVIDED ON BEHALF OF EMPLOYER 410 ADDITIONAL COPIES OF DRAWINGS: Two copies of drawings (not counting any certified copy 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. 430 ADDITIONAL COPIES OF SPECIFICATION: After execution of the Contract, two copies of the Specification will be issued to the Contractor in accordance with the Contract. Additional copies will be issued on request, if available, but will be charged to the Contractor. 440A DIMENSIONS: The accuracy of dimensions scaled from the drawings is not guaranteed. In circumstances where dimensions cannot be verified on Site, obtain from the CA any dimensions required but not given in figures on the drawings nor calculable from figures on the drawings. 460 THE SPECIFICATION: All sections of the specification must be read in conjunction with Main Contract Preliminaries/ General conditions. DOCUMENTS PROVIDED BY CONTRACTOR/ SUBCONTRACTORS 710 TECHNICAL LITERATURE: The Contractor is to keep 2 copies of the following on site, readily accessible for reference by all supervisory personnel: - Manufacturers' current literature relating to all products to be used in the Works. 720 MAINTENANCE INSTRUCTIONS AND GUARANTEES: Retain copies delivered with components and equipment (failing which, obtain), register with manufacturer as necessary and hand over to PM on or before Practical Completion. Notify PM of telephone numbers for emergency services by Subcontractors after completion A32 MANAGEMENT OF THE WORKS GENERALLY 120 INSURANCES: Before starting work on site submit documentary evidence and/or policies and receipts for the insurance required by the Conditions of Contract. 130 INSURANCE CLAIMS: If 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 CA and the Insurers. Indemnify the Employer against any loss which may be caused by failure to give such notice. Last Printed: 8/10/2011 Page 13 of 56 Ringley Chartered Surveyors Preliminaries Job No: b176931b-0f20-4f79-8d43-c365df4aced7.xls 150 OWNERSHIP: Materials arising from the alteration work are to become the property of the Contractor except where otherwise stated. Remove from site as work proceeds. PROGRAMME/PROGRESS 212 PROGRAMME: As soon as possible and before starting work on site prepare in an approved form a master programme for the Works, which must make allowance for all: Planning and mobilisation by the Contractor Sub-contractor's work Running in, adjustment, commissioning and testing of all engineering services and installations. Work resulting from instructions issued in regard to the expenditure of provisional sums (see section A54) Work by or on behalf of the Employer and concurrent with the Contract (See Section A50) Submit 2 copies to CA. 230 A32/SUBMISSION of programmes will not relieve the Contractor of his responsibility to apply in writing for instructions, drawings, etc. in accordance with the Conditions of Contract. 261 CA'S PROGRESS MEETINGS: The CA will hold site meetings to review progress and other matters. Meetings will normally be held monthly OR as agreed - Ensure the availability of accommodation on Site when necessary at the time of such meetings. - The CA will chair the meetings and take and distribute minutes. 270 CONTRACTOR'S SITE MEETINGS: Hold meetings with appropriate subcontractors and suppliers shortly before main site meetings to facilitate accurate reporting of progress. 290 NOTICE OF COMPLETION: Give CA at least 1 weeks notice of the anticipated dates of Completion of the whole or parts of the Works. 300 A32/ADVERSE WEATHER: Use all reasonable and suitable building aids and methods to prevent or minimise delays during adverse weather conditions. CONTROL OF COSTS 410 CASH FLOW FORECAST: As soon as possible and before starting work on site submit to the CA 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. 420 EXISTING WORK: The extent and location of renewal of existing work must be agreed, at least on a provisional basis, with the CA before the work is started. Remove existing work in ways which will reasonably minimise the amount of removal and renewal. 430 ESTIMATED COST OF VARIATIONS: If the CA issues details of a proposed instruction with a request for an estaimate of cost, submit such an estimate without delay and in any cause within 7 days. 440 MEASUREMENTS: Give reasonable notice to the Quantity Surveyor before covering up work which the Quantity Surveyor requires to be measured. Last Printed: 8/10/2011 Page 14 of 56 Ringley Chartered Surveyors Preliminaries Job No: b176931b-0f20-4f79-8d43-c365df4aced7.xls 461A INTERIM VALUATIONS: When applicable give at least 7 days before the established dates for interim valuations submit to the CA details of amounts due under the Contract together with all necessary suupporting information. A33 QUALITY STANDARDS/CONTROL MATERIALS AND WORK GENERALLY 110 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 relevant good building practice. - To the satisfaction of the CA. 121 GENERAL QUALITY OF PRODUCTS AND MATERIALS: Products to be new unless otherwise specified. For products specified to a British or European Standard obtain certificates of compliance from manufacturers when requested by CA. Where a choice of manufacturer or source of supply is allowed for any particular product, the whole quantity required to complete the work must be of the same type, manufacture and/or source unless otherwise approved. Produce written evidence of sources of supply when requested. Ensure that the whole quantity of each product required to complete the work is of consistent kind, size, quality and overall appearance. Where consistency of appearance is desirable ensure consistency of supply from the same source. Unless otherwise approved do not use different colour batches where they can be seen together. If products are prone to deterioration or have a limited shelf life, order in suitable quantities to a programme and use in appropriate sequence. Do not use if there are any signs of deterioration, setting or other unsatisfactory condition. 130 PROPRIETARY PRODUCTS: - Handle, store, prepare and use or fix each product in accordance with its manufacturer's current printed or written recommendations/instructions. Inform CA if these conflict with any other specified requirement. Submit copies to CA when requested. - The tender will be deemed to be based on the products specified and recommendations on their use as described in the manufacturers' literature current at 1 September 1998 - Obtain confirmation from manufacturers that the products specified and recommendations on their use have not been changed since that time. Where such change has occurred, inform CA and do not place orders for or use the affected products without further instructions. - Where British Board of Agrément certified products are used, comply with the limitations, recommendations and requirements of the relevant valid certificates. Last Printed: 8/10/2011 Page 15 of 56 Ringley Chartered Surveyors Preliminaries Job No: b176931b-0f20-4f79-8d43-c365df4aced7.xls 141 CHECKING COMPLIANCE OF PRODUCTS AND MATERIALS: Check all delivery tickets, labels, identification marks and, where appropriate, the products themselves to ensure that all products comply with the project documents. Where different types of any product are specified, check to ensure that the correct type is being used in each location. In particular, check that: - The sources, types, qualities, finishes and colours are correct, and match any approved samples. - All accessories and fixings which should be supplied with the goods have been supplied. - Sizes and dimensions are correct. Where tolerances of components are critical, measure a sufficient quantity to ensure compliance. - The delivered quantities are correct, to ensure that shortages do not cause delays in the work. - The products are clean, undamaged and otherwise in good condition. - Any products which have a limited shelf life are not out of date. 150 PROTECTION OF PRODUCTS: - Prevent over-stressing, distortion and any other type of physical damage. - Keep clean and free from contamination. Prevent staining, chipping, scratching or other disfigurement, particularly of products exposed to view in the finished work. - Keep dry and in a suitably low humidity atmosphere to prevent premature setting, moisture movement and similar defects. Where appropriate store off the ground and allow free air movement around and between stored products. - Prevent excessively high or low temperatures and rapid changes of temperature in the products. - Protect adequately from rain, damp, frost, sun and other elements as appropriate. Ensure that products are at a suitable temperature and moisture content at time of use. - Ensure that sheds and covers are of ample size, in good weatherproof condition and well secured. - Keep different types and grades of products separately and adequately identified. - So far as possible keep products in their original wrappings, packings or containers, until immediately before they are used. - Wherever possible retain protective wrappings after fixing and until shortly before Practical Completion. - Ensure that protective measures are fully compatible with and not prejudicial to the products/materials. 161 SUITABILITY OF RELATED WORK AND CONDITIONS: Ensure that all trades are provided with necessary details of related types of work. Before starting each new type or section of work, ensure that: - Previous, related work is appropriately complete, in accordance with the project documents, to a suitable standard and in a suitable condition to receive the new work. - All necessary preparatory work has been carried out, including provision for services, openings, supports, fixings, damp proofing, priming and sealing. - The environmental conditions are suitable, particularly that the building is suitably weather tight when internal components, services and finishes are installed. Last Printed: 8/10/2011 Page 16 of 56 Ringley Chartered Surveyors Preliminaries Job No: b176931b-0f20-4f79-8d43-c365df4aced7.xls 171 GENERAL QUALITY OF WORKMANSHIP: - Operatives must be appropriately skilled and experienced for the type and quality of work. - Take all necessary precautions to prevent damage to the work from frost, rain and other hazards. - Inspect components and products carefully before fixing or using and reject any which are defective. - Fix or lay securely, accurately and in alignment. - Where not specified otherwise, select fixing and jointing methods and types, sizes and spacing of fastenings in compliance with section Z20. Fastenings to comply with relevant British Standards. - Provide suitable, tight packing at screwed and bolted fixing points to take up tolerances and prevent distortion. Do not over-tighten fixings. - Adjust location and fixing of components and products so that joints which are to be finished with mortar or sealant or otherwise left open to view are even and regular. - Ensure that all moving parts operate properly and freely. Do not cut, grind or plane prefinished components and products to remedy binding or poor fit without approval. 181 BS 8000: BASIC WORKMANSHIP: - Where BS 8000 gives recommendations on particular working methods or other matters which are properly within the province and responsibility of the Contractor, compliance therewith will be deemed to be a matter of general industry good practice and not a specific requirement of the CA under the Contract. - If there is any conflict or discrepancy between the recommendations of BS 8000 on the one hand and the project documents on the other, the latter will prevail. 191 WATER FOR THE WORKS: If other than the mains supply is proposed provide evidence of suitability SAMPLES/APPROVALS 211 SAMPLES: Where approval of a product is specified the requirement for approval relates to a sample of the product and not to the product as used in the Works. Do not confirm orders or use the product until approval of the sample has been obtained. Retain approved sample in good, clean condition on site. Ensure that the product used in the Works matches teh approved samples. 230 APPROVALS: Where and to the extent that products or work are specified to be approved or the CA instructs or requires that they are to be approved, the same must be supplied and executed to comply with all other requirements and in respect of the stated or implied characteristics either: - To the express approval of the CA or - To match a sample expressly approved by the CA as a standard for the purpose. Last Printed: 8/10/2011 Page 17 of 56 Ringley Chartered Surveyors Preliminaries Job No: b176931b-0f20-4f79-8d43-c365df4aced7.xls ACCURACY/SETTING OUT GENERALLY 322 A33/SETTING OUT: Inform CA when overall setting out is complete and before commencing construction. 341A APPEARANCE AND FIT: - Arrange 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. 361A CRITICAL DIMENSIONS: Certain dimensions on the following drawings are noted as "critical"; setting out of floor construction levels, partitions and door openings. SERVICES GENERALLY 410 SERVICES REGULATIONS: Any work carried out to or which affects new or existing services must be in accordance with the Bye Laws or Regulations of the relevant Statutory Authority. 420 SERVICE RUNS: Make adequate provision for services, including unobstructed routes and fixings. Wherever possible ducts, chases and holes are to be formed during construction rather than cut. 440 MECHANICAL AND ELECTRICAL SERVICES must have final tests and commissioning carried out so that they are in full working order at Practical Completion. SUPERVISION/INSPECTION/DEFECTIVE WORK 550 DEFECTS IN EXISTING CONSTRUCTION to be reported to CA without delay. Obtain instructions before proceeding with work which may: - Cover up or otherwise hinder access to the defective construction, or - Be rendered abortive by the carrying out of remedial work. 560 A33/TIMING OF TESTS AND INSPECTIONS: Agree dates and times of tests and inspections with CA several days in advance, to enable the CA 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. 565 A33/TEST CERTIFICATES: Submit a copy of each certificate to CA as soon as practicable and keep copies of all certificates on site. 570 PROPOSALS FOR RECTIFICATION OF DEFECTIVE WORK/PRODUCTS: - As 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 CA for opening up, inspection, testing, making good, adjustment of the Contract Sum, or removal and re-execution. - Such proposals may be unacceptable to the CA, and he may issue contrary instructions. Last Printed: 8/10/2011 Page 18 of 56 Ringley Chartered Surveyors Preliminaries Job No: b176931b-0f20-4f79-8d43-c365df4aced7.xls 580 A33/MEASURES TO ESTABLISH ACCEPTABILITY: Wherever 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. WORK AT OR AFTER COMPLETION 611 GENERALLY: - 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 accessible ducts and voids, remove all splashes, deposits, efflorescence, rubbish and surplus materials consequent upon the execution of the work. - Cleaning materials and methods to be as recommended by manufacturers of products being cleaned, and to be such that there is no damage or disfigurement to other materials or construction. - Obtain COSHH dated data sheets for all materials used for cleaning and ensure they are used only as recommended by their manufactures. - 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. - 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. 640 SECURITY AT COMPLETION: 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. 650 MAKING GOOD DEFECTS: Make arrangements with the CA and give reasonable notice of the precise dates for access to the various parts of the Works for purposes of making good defects. Inform PM when remedial works to the various parts of the Works aare completed. A34 SECURITY/SAFETY/PROTECTION GENERALLY 110 THE PRE-TENDER HEALTH AND SAFETY PLAN is integral with the project Preliminaries, including but not restricted to the sections set out below: - Nature of the project: Sections A10 and A13. - The existing environment: Section A12. - Existing drawings: Sections A11 and A12. - The design: Section A34. - Construction materials: Section A34. - Site-wide elements: Section A12. - Overlap with client's undertaking: Sections A34 and A36. - Site Rules: Sections A34 and A35. - Continuing liaison: Section A31. Last Printed: 8/10/2011 Page 19 of 56 Ringley Chartered Surveyors Preliminaries Job No: b176931b-0f20-4f79-8d43-c365df4aced7.xls 120 THE CONSTRUCTION PHASE HEALTH AND SAFETY PLAN, developed from the Pre-tender Health and Safety Plan must be submitted to the PM not less than 1 day before the proposed date for start of construction work. The plan must include: Detailed proposals for managing health and safety during the construction phase together with site rules and emergency procedures. Method statements related to the hazards identified in the pre-tender health and safety plan and/or statements on how the hazards will be addressed and other significant hazards identified by the contractor 125 HSE APPROVED CODES OF PRACTICE: Comply with the following: Management of health and safety at work. Managing construction for health and safety. 140 STABILITY: Accept 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 CA. 150 OCCUPIED PREMISES: Existing buildings will be occupied and/or used during the Contract Carry out the works without undue inconvenience and nuisance and without danger to occupants and users. If it transpires that compliance with this clause requires certain operations to be carried out during overtime, and such overtime is not required for any other reason, the extra cost will be paid to the Contractor, provided that such overtime is authorised by the CA in advance. 165A OCCUPIER'S RULES AND REGULTIONS: Comply with the owners Rules and wishes affecting the site. 170 EMPLOYER'S REPRESENTATIVES SITE VISITS: Inform the PM 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. Provide protective clothing and/or equipment for the Employer and his representatives as appropriate. 180 WORK IN HAZARDOUS AREAS: Operatives must take the following precautions when working in the area(s) listed below: Work area: Roof Precautions: Others on site Work area: Unloading materials Precautions: Vehicles PROTECT AGAINST THE FOLLOWING: 221A NOISE: Comply Generally with the recommendations of BS5228: Part 1, clause 9.3 for minimising noise levels during the execution of the works Noise levels from the works are to be kept low, as not to affect staff and pupils within the building Do not use pneumatic drills and other noisy appliances during class periods or without consent of the CA Do not use or permit employees to use radios or other audio equipment in ways or at times which may cause nuisance 230 POLLUTION: Take all reasonable precautions to prevent pollution of the site, the Works and the general environment including streams and waterways. Last Printed: 8/10/2011 Page 20 of 56 Ringley Chartered Surveyors Preliminaries Job No: b176931b-0f20-4f79-8d43-c365df4aced7.xls 240 NUISANCE: Take all necessary precautions to prevent nuisance from smoke, dust, rubbish, vermin and other causes. 250 ASBESTOS BASED MATERIALS: Report immediately to the CA any suspected asbestos based materials discovered during demolition/refurbishment work. Avoid disturbing such materials. Agree with the CA methods for safe removal or encapsulation. 260 FIRE PREVENTION: Take all necessary precautions to prevent personal injury, death, and damage to the Works or other property from fire. Comply with 'Standard Fire Precautions for Contractors' HMSO 1991.. Comply with Joint Code of Practice 'Fire Prevention on Construction Sites' published by the Building Employers Confederation and the Loss Prevention Council. 263 FIRE PREVENTION: Smoking will not be permitted on the Site except in designated areas which must be carefully controlled, equipped with fire fighting equipment and receptacles for the safe disposal of smokers materials and inspected to guard against risk of fire. 265 A34/BURNING ON SITE of materials arising from the work will not be permitted. 280 MOISTURE: Prevent 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. - Excessive movement. 285 INFECTED TIMBER: Where instructed to remove timber affected by fungal/insect attack from the building, do so in a way which will minimise the risk of infecting other parts of the building. 290 WASTE: - Remove rubbish, debris, surplus material and spoil regularly and keep the site and Works clean and tidy. - Remove all rubbish, dirt and residues from voids and cavities in the construction before closing in. - Ensure that non-hazardous material is disposed of at a tip approved by a Waste Regulation Authority. - Remove 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 and in accordance with relevant regulations. - Retain waste transfer documentation on site. 320 MILLENNIUM COMPLIANCE: Certify that equipment containing computer chips complies with PD 2000-1: „A Definition of Year 2000 conformity requirements‟ published by BSI. PROTECT THE FOLLOWING: 410 WORK IN ALL SECTIONS: 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. Last Printed: 8/10/2011 Page 21 of 56 Ringley Chartered Surveyors Preliminaries Job No: b176931b-0f20-4f79-8d43-c365df4aced7.xls 421 EXISTING SERVICES: - 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 mains/services. Where positions are not shown on drawings obtain relevant details from service authorities or other owners. - Observe service authority's recommendations for work adjacent to existing services. - Adequately protect, and prevent damage to all services. Do not interfere with their operation without consent of the service authorities or other owners. - If any damage to services results from the execution of the Works, notify CA and appropriate service authority without delay. Make arrangements for the work to be made good without delay to the satisfaction of the service authority or other owner as appropriate. Any measures taken by the CA 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. 430 ROADS AND FOOTPATHS: Adequately maintain roads and footpaths within and adjacent to the site and keep clear of mud and 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 all costs arising. 440 RETAINED TREES/HEDGES/SHRUBS/GRASSED AREAS: Adequately protect and preserve, except those which are to be removed. Replace to approval or treat as instructed any species or areas damaged or removed without approval. Mature trees and shrubs which, due to the Contractor's negligence, are uprooted, destroyed or I the opinion of the CA, damaged beyond reasonable chance of survival in their original shape, must be replaced with those of a similar type and age at the Contractor's expense. 450 EXISTING FEATURES: Prevent damage to exisiting buildings, fences, gates walls, roads, paved areas and other site features which are to remain in position during the execution of the Works 460 EXISTING WORK: Prevent damage to existing property undergoing alteration or extension and make good to match existing any defects so caused. Remove existing work the minimum necessary and with care to reduce the amount of making good to a minimum. 465 BUILDING INTERIORS: Protect building interiors exposed to weather during the course of alteration work with temporary enclosures of sufficient size to permit execution of the work and which will remain weathertight in severe weather. 470 EXISTING FURNITURE, FITTINGS AND EQUIPMENT: Prevent damage to any furniture, fittings or equipment left in the existing property. Move as necessary to enable the Works to be executed, cover and protect as necessary and replace in original positions. Last Printed: 8/10/2011 Page 22 of 56 Ringley Chartered Surveyors Preliminaries Job No: b176931b-0f20-4f79-8d43-c365df4aced7.xls 475 ESPECIALLY VALUABLE/VULNERABLE ITEM(S): Ensure the provision and maintenance of special protective measures to prevent damage to the following: Item: Staircases, cupboards Method of protection: Dust sheeting Item: All existing floor finishes at all levels Method of protection: Dust sheeting, ply sheeting where necessary 481 ADJOINING PROPERTY: Prevent 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. A35 SPECIFIC LIMITATIONS ON METHOD/SEQUENCE/TIMING 140 ACCESS TO THE SITE: See section A12. 150 USE OF THE SITE: See section A12. 155 SCAFFOLDING: Ensure that standing scaffolding is erected early enough and/or dismantled late enough to suit the programmes of all subcontractors. 170 USE OR DISPOSAL OF MATERIALS: Strictly off site 190 WORKING HOURS: 8.00am to 6.00pm Monday - Friday 8.00am - 12noon Saturday Sunday and Bank Holiday working shall not be permitted.. A36 FACILITIES/TEMPORARY WORK/SERVICES 110A LOCATIONS: Inform CA of the intended siting of all skip positions, temporary works and services 120 MAINTAIN, alter, adapt and move temporary works and services as necessary. Remove when no longer required and make good. SITE ACCOMMODATION 270 ACCOMMODATION/LAND NOT INCLUDED IN THE SITE: Use of toilets to be agreed for the duration of the Contract without charge may be assumed by the Contractor, provided that: It is used solely for the purposes of carrying out the Works The use to which it is put must not involve undue risk or damage Any temporary adaptations must be approved by or on behalf of the Employer before being carried out Available services: Water It must be vacated on completion of the Works or determination of the Contract When vacated, its condition must be at least equivalent to its condition at the start of the Contract 330 TEMPORARY HOARDING(S): Will not be permitted 340 TEMPORARY SCREEN(S) May be introduced should the Contractor deem necessary Last Printed: 8/10/2011 Page 23 of 56 Ringley Chartered Surveyors Preliminaries Job No: b176931b-0f20-4f79-8d43-c365df4aced7.xls 350 TEMPORARY ROOF(S) May be introduced should the Contractor deem necessay 361A A36/NAME BOARD: Obtain approval for and provide a suitable temporary name board displaying: - Title of project. - Name of Employer. - Names of Consultants as follows: Ringley Chartered Surveyors - If the Contractor wishes, names of Contractor and Subcontractors. SERVICES AND FACILITIES 410 LIGHTING: During finishing work and inspection provide temporary lighting, the intensity and direction of which closely resembles that provided by the permanent installation. 420A A36/LIGHTING AND POWER: The electricity supply from the Employer's mains may be used for the Works as follows: Supply will be 240V supply through 13 amp sockets The Employer will not be held responsible for the effect of any failure or restriction in supply Point of supply to be agreed with employer 431 WATER: For the Works wil be supplied free of cost to the Contractor. Nature of supply: Mains Water 442 TELEPHONES: Provide as soon as practicable a means of direct telephone communication with the Contractor's person-in-charge 500 METER READINGS: Where charges for service supplies need to be apportioned ensure that meter readings are taken by the person in charge of the Works. Ensure that copies of readings are supplied to interested parties. A37 OPERATION/MAINTENANCE OF THE FINISHED BUILDING 118A THE HEALTH AND SAFETY FILE is an information source and guide for the Employer and end users providing an understanding of the building and its systems and enabling it to be operated and maintained safely. Provide the Planning Supervisor, with 2 copy/copies of the information required below not less than 4 weeks before Practical Completion. A full description of system installed written to ensure that the Employer's staff fully understand the scope and facilities provided Operating and maintenance instructions for all equipment and systems installed Copies of manufacturers current technical literature and COSHH dated data sheets for all materials, plant and equipment selected by the Contractor. 225 TRAINING: Before Practical Completion explain and demonstrate the operation of the installation to the Employer's representatives A54 PROVISIONAL WORK/ITEMS GENERALLY 590 CONTINGENCIES: Include the Provisional Sum of £200.00 Last Printed: 8/10/2011 Page 24 of 56 Ringley Chartered Surveyors Preliminaries Job No: b176931b-0f20-4f79-8d43-c365df4aced7.xls COLLECTION Page 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 CARRIED TO GENERAL SUMMARY £ Last Printed: 8/10/2011 Page 25 of 56 Ringley Chartered Surveyors Materials & Workmanship Job No: b176931b-0f20-4f79-8d43-c365df4aced7.xls C10 DEMOLISHING STRUCTURES / STRIPPING ROOF COVERINGS 5 SURVEY: Before starting work, carry out a survey and submit a report and method statement covering all relevant matters listed below and in Health and Safety Executive Guidance Note GS29/1 paragraph 32: Condition and demolition methods of the structure(s). Removal methods of any hazardous materials. Type and location of adjoining or surrounding premises which may be adversely affected by the Works. Identification and location of services. 10 EXTENT OF DEMOLITION: Subject to the retention of features, structures, etc., specified elsewhere, demolition will include stripping of flat roof coverings only. 15 BENCH MARKS: Report any benchmarks and other survey information found. Do not remove or destroy unless instructed. 25 LOCATION OF SERVICES: Locate and mark the positions of services affected by the work. Arrange with the appropriate authorities for the location and marking of the positions of mains services. 30 DISCONNECTION OF SERVICES: Before starting demolition arrange with the appropriate authorities for the disconnection of services and removal of fittings and equipment. 35 DRAINS IN USE: Protect drains and fittings still in use and keep free of debris at all times. Make good any damage arising from demolition work and leave clean and in working order at completion. 45 SERVICES WHICH ARE TO REMAIN: Notify the CA and service authority or owner of any damage. Make all arrangements for repair to the satisfaction of the CA and service authority or owner. Bear any costs arising. 50 WORKMANSHIP GENERALLY: Demolish structure(s) in accordance with BS 6187 and Health and Safety Executive Guidance Notes GS29/1, 3 and 4. Operatives must be appropriately skilled and experienced for the type of work and hold or be training to obtain relevant CITB Certificates of Competence. Site staff responsible for supervision and control of the work are to be experienced in the assessment of the risks involved and in the methods of demolition to be used. 55 SITE HAZARDS: Prevent fire or explosion caused by gas or vapour. Reduce dust by periodically spraying with water. Take adequate precautions to protect site operatives and the general public from dangerous fumes and dust arising during the course of the Works. 60 ADJOINING PROPERTY: Provide adequate temporary support and protection to adjoining property at each stage. Prevent damage to adjoining property and leave no unnecessary or unstable projections. Do not disturb support to foundations of adjoining property. Report any defects exposed or becoming apparent in adjoining property. Promptly repair any damage caused to adjoining property. 65 STRUCTURE(S) TO BE RETAINED: Adequately protect parts of existing structure(s) which are to be kept in place. Last Printed: 8/10/2011 Page 26 of56 Ringley Chartered Surveyors Materials & Workmanship Job No: b176931b-0f20-4f79-8d43-c365df4aced7.xls Cut away and strip out the minimum necessary. Prevent debris from overloading any part of the structure which is not to be demolished. 70 PARTLY DEMOLISHED STRUCTURE(S): Leave partly demolished structure(s) in a stable condition, with adequate temporary support at each stage to prevent risk of uncontrolled collapse. Prevent debris from overloading scaffolding platforms. Prevent access of unauthorised persons to partly demolished structure(s). Leave safe outside working hours. 71 DANGEROUS OPENINGS: Illuminate and protect as necessary. 75 ASBESTOS BASED MATERIALS: Asbestos based materials are not known to be present in the roof to be stripped. However if found; Removal is to be carried out by a Contractor licensed by the Health and Safety Executive and prior to any other works starting in these locations. 76 ASBESTOS BASED MATERIALS: Report immediately any suspected asbestos based materials discovered. Avoid disturbing such materials and agree methods for safe removal. 85 COMPLETION: Clear away all debris and leave the site tidy on completion. 90 OWNERSHIP: Components and materials arising from the demolition work are to become the property of the Contractor except where otherwise provided. Remove from site as work proceeds. F10 BRICK/BLOCK WALLING 5 FACING BRICKWORK TO PARAPET WALLS Bricks: Clay to BS 3921 Sand faced multi reds Special shapes: N/A Mortar: As section Z21, mix: 1:1:6 Joints: Pointing to match adjoining 1:1:6 20 STONEWORK PARAPETS Walling type: Parapet Manufacturer and reference: N/A Finish/colour: To match existing Special shapes: None Mortar: As section Z21, mix: 1:1:6 Joints: Pointed flush with coping 51 BASIC WORKMANSHIP: Store bricks/blocks in stable stacks clear of the ground. Protect from inclement weather and keep clean and dry. Build walls in stretching half lap bond when not specified otherwise. Lay bricks/blocks on a full bed of mortar; do not furrow. Fill all cross-joints and collar joints; do not tip and tail. Rack back when raising quoins and other advance work. Do not use toothing. Bring both leaves of cavity walls to the same level at - Every course containing rigid ties. - Every third tie course for double triangle/butterfly ties. - Courses in which lintels are to be bedded. Do not carry up any one leaf more than 1.5 m in one day unless permitted by the CA. Last Printed: 8/10/2011 Page 27 of56 Ringley Chartered Surveyors Materials & Workmanship Job No: b176931b-0f20-4f79-8d43-c365df4aced7.xls 55 FACEWORK: Facework to start not less than 150 mm below finished level of external paving or soil. Select bricks/blocks with unchipped arises. Cut with a masonry saw where cut edges will be exposed to view. Build walls in stretching half lap bond when not specified otherwise. Keep courses evenly spaced using gauge rods. Set out carefully to ensure satisfactory junctions and joints with adjoining or built-in elements and components. Protect against damage and disfigurement, particularly arises of openings and corners. 90 CRACKED BRICKS in existing facework to be cut out and replaced with matching bricks bedded in 1:1:6 cement: lime:sand mix mortar, before re-pointing adjacent cracked joints as specified. 95 RE-POINTING: Where specified carefully rake out existing joints by hand to form a square recess of 15-20 mm depth. Remove dust, lightly wet and neatly point in 1:1:6 cement:lime: sand mortar to a consistent profile in a continuous operation. H21 TIMBER FASCIA 10 TIMBER WEATHERBOARDING GUTTER FASCIA Quality of timber and fixing: To BS 1186:Part 3. Species: European Whitewood Class: 2 Nominal size: 150 x 25 mm Moisture content at time of fixing: 13 to 19%. Method of fixing to each support: nails and screws Other requirements: N/A 40 TREATED TIMBER: Treat surfaces exposed by minor cutting and drilling with two flood coats of a primer recommended for the purpose. 50 SURFACE TREATMENT: Before fixing, apply first coat of specified finishing system to all surfaces ensuring liberal application to end grain. H71 LEAD FLASHINGS 35 COVER FLASHINGS: Lead: Code 4 in lengths not exceeding 1500 mm. End to end joints: Laps of not less than 100 mm. Cover: Overlap to upstand of not less than 75 mm. Fixing: Lead wedges into bed joint and clips to bottom edge at laps and 500 mm centres. 60 MATERIALS AND WORKMANSHIP GENERALLY: Lead sheet: To, or complying with BS 1178, colour marked for thickness and weight. Cut, joint and dress lead neatly and accurately, to provide fully waterproof coverings/flashings, free from ripples, kinks, buckling and cracks. Comply with BS 6915 and good practice as described in the latest editions of 'The Lead Sheet Manual' published by the Lead Sheet Association, unless agreed otherwise. Do not use scribers or other sharp instruments to mark out lead and solder only where specified. Ensure that finished leadwork is fully supported, adequately fixed to resist wind uplift but also able to accommodate thermal movement without distortion or stress. Finishing: Apply to all visible lead a smear coating of patination oil, evenly in one direction and in dry conditions. 62 IN SITU LEAD WELDING: will not be permitted. Last Printed: 8/10/2011 Page 28 of56 Ringley Chartered Surveyors Materials & Workmanship Job No: b176931b-0f20-4f79-8d43-c365df4aced7.xls 65 EXISTING LEAD TO BE REMOVED will become the property of the Contractor. The scrap value of such lead must be estimated by the Contractor, itemised separately in the tender, and set against the tender sum. 90 WEDGE FIXING INTO JOINTS/CHASES: Carefully rake out joint/chase to a depth of not less than 25 mm. Dress lead into joint/chase and fix with lead wedges at not more than 450 mm centres, at every change of direction and with at least two for each piece of lead. Prepare joint/chase and apply sand cement pointing. J41 BUILT UP FELT ROOF COVERINGS 10 WARM DECK ROOF COVERING: Base: Plywood Preparation: inspect and repair as necessary Vapour control layer: 35mm thick aluminium lined, elastometic bitumen vapour barrier, fully bonded to the deck by torching. Laying: As clause 40. Insulation: CFC free polyurethane insulation 60mm thick fully bonded to the vapour barrier in hot bitumen 95/25. Thickness: 60 mm. Laying: As clause 45. Waterproof covering: Manufacturer: Erisco Bauder Laying: As clause 50. First layer: Vapour barrier Attachment: 95/25 hot bitumen Intermediate layer: 4mm thick glassfibre reinforced, elastometic bitumen underlay. Top layer: 5mm thick Polyester reinforced, elastometic bitumen coping sheet toped with fine chipping. Surface protection: N/A Accessories: GRP trim to perimeter. 15 ROOFING GENERALLY: Lay the full roof covering in accordance with BS 8217 to provide a secure, free draining and completely weathertight roof. Ancillary products and accessories, where not specified, to be types recommended for the purpose by the felt manufacturer. Store felt indoors in reasonably warm conditions until immediately before use. Provide temporary covers and drainage as required to keep unfinished areas of the roof dry. Protect day work joints in warm deck roofs with a lapped and fully bonded strip of top layer felt. 40 VAPOUR CONTROL LAYER: Attachment: bonded by torching Lay sheets with fully bonded 50 mm side and 75 mm end laps. Leave adequate free edge for sealing perimeter of insulation. Fully seal at penetrations using bonding or taping methods recommended by the manufacturer. Dress vapour control layer up at all exposed edges to provide an adequate seal when overlapped by roof covering and to form a complete envelope around insulation. 45 WARM DECK INSULATION: Lay boards with long edges fully supported and running at right angles to structure, lightly butted with staggered end joints and in a full bed of bonding compound. Mechanical fixing: N/A Last Printed: 8/10/2011 Page 29 of56 Ringley Chartered Surveyors Materials & Workmanship Job No: b176931b-0f20-4f79-8d43-c365df4aced7.xls On completion of laying ensure that boards are in good condition, well fitting and with no springing or rocking. 50 LAYING FELT GENERALLY: Unless specified otherwise lay sheets on hot bonding compound, ensuring a full bond with no air pockets. Remove any excess compound at laps of top layers. Lay torch-on felt using equipment and methods recommended by the sheet manufacturer. Leave a continuous bead of compound at laps of top layers. Lay with not less than 50 mm side and 75 mm end laps, ensuring that water will drain over and not into laps. Break bond with side laps staggered by one third sheet width in three layer coverings. Apply successive layers with minimum delay, ensuring that moisture is not trapped. Form details with adequate overlapping, staggering of laps and full bonding so that they are waterproof. 70 UPSTANDS INCLUDING SKIRTINGS: Angle fillets: 150mm high Form upstands at ends of rolls by carrying felt up without using separate strip. Elsewhere use matching strips of felt, maintaining the specified laps. Carry all layers in staggered formation up the upstand, fully bonding each layer. Where practicable carry top layer over top of upstand. Secure felt to top of upstand with galvanised nails Where venting base layer felt is specified, stop at angle fillet. Overlap onto upstand with strips of BS 747, type 3B felt fully bonded with 75 mm lap onto first layer, except where subsequent two layers are of high performance polyester based felt. Where the specified top layer of the roof will be covered by an applied finish, fully bond an additional layer of 5mm thick Polyester reinforced, elastomeric capping sheet to upstand, lapped 75 mm onto horizontal surface of roof. 95 CHIPPINGS: Pea gravel or crushed rock not less than 10 mm nominal size graded as 'Single sized aggregate for felt roofing', light coloured to approval. Ensure that gravel guards are fitted to all outlets. Evenly pour a hot or cold application dressing compound to BS 3690:Part 1 at 1.5 kg/sq m and scatter chippings at approximately 16 kg/sq m. On completion remove loose chippings without exposing the compound. 96 MANUFACTURERS/SYSTEM The following manufacturers/systems are approved as to complying with the perimeters of the specification; Erisco-Bauder - total roof system inc Marley Waterproofing – System 600 plus Axter Roofing Systems – Hyranger PY System Callenders – Olympic TR System 250/350 (All membranes must be laid by manufacturers approved contractors) 97 GUARANTEE The life of the roof is for a 15 year minimum guarantee which includes for materials and workmanship and manufacturers design liability. L10 WINDOWS/ROOFLIGHTS/SCREENS/LOUVRES 45 ROOFLIGHTS: Last Printed: 8/10/2011 Page 30 of56 Ringley Chartered Surveyors Materials & Workmanship Job No: b176931b-0f20-4f79-8d43-c365df4aced7.xls Manufacturer and reference: Euroglaze rooflight or Solus hinged ventilation rooflight. Type: Pole carbonate polycarbonate glazing Glazing details: Polycarbonate double skin Kerb: Wrot timber Other requirements: none 60 PRIMING/SEALING: Before fixing components ensure that surfaces of timber which will be inaccessible after installation are primed or sealed as specified. 70 FIRE RESISTING FRAMES: Completely fill gap between frames and reveal with intumescent mastic. 80 IRONMONGERY: Fix carefully using fasteners with matching finish supplied by ironmongery manufacturer. Prevent damage to ironmongery and adjacent surfaces. L GLAZING GENERALLY 10 WORKMANSHIP GENERALLY · Glazing generally: to BS 6262. The glazing must be wind/watertight under all conditions. Make full allowance for deflections and other movement. Glass generally to BS 952 and BS EN 572, free from scratches, bubbles and other defects. Panes/sheets to be accurately sized. Ensure that glass/plastics, surround materials, sealers primers and paints/clear finishes are compatible. Comply with glazing/sealant manufacturers‟ recommendations. 50 BEAD FIXED SINGLE GLAZING: INTERNAL DOORS Pane material: 6mm float glass. Surround/bead: hardwood. Preparation: clean rebate. Bead fixing: brass cups and screws. Glazing compound: non-setting. Apply glazing compound, using distance pieces to produce not less than 3 mm finished thickness of back bedding. Locate glazing centrally n the surround using setting and location blocks. Apply front glazing compound and insert distance pieces. Bed beads in compound and fix securely. Finish visible edge of compound internally and externally with a smooth chamfer. M60 PAINTING/CLEAR FINISHING To be read with Preliminaries/General conditions. COATING SYSTEMS 110 PAINTWORK IN REINSTATEMENT OR MAKING GOOD: All to match existing and to satisfaction of CA. Preparation: As clause 400. Finishing coats: At least two full coats. Apply an additional coat if coverage achieved is adequate and seek approval of CA. 115 DECORATING MATERIALS All paints and other treatment specified shall be manufactured by : - ICI Limited Paints Division Last Printed: 8/10/2011 Page 31 of56 Ringley Chartered Surveyors Materials & Workmanship Job No: b176931b-0f20-4f79-8d43-c365df4aced7.xls or other approved by Contract Administrator in writing, and used strictly in accordance with the manufacture recommendations. GENERALLY 220 COMPATIBILITY: Check that all materials to be used are recommended by their manufacturers for the particular surface and conditions of exposures, and that they are compatible with each other. Where surfaces have been treated with preservatives or fire retardants, check with treatment manufacturer that coating materials are compatible with the treatment and do not inhibit its performance. Inform CA of any discrepancy in specification of coatings and obtain instructions before proceeding with application. 230 ANCILLARY SURFACES: The description of areas to be coated given in schedules, etc. are of necessity simplified. All ancillary exposed aces and features are to be coated to match similar or adjacent materials or areas except where a fair faced natural finish is required or items completely prefinishes. In cases of doubt obtain instructions before proceeding. PREPARATION 400 PREPARATION GENERALLY: Comply with BS 8000:Part 12, Section 2 and additional requirements in this specification. When removing or partially removing coatings, use methods which will not damage the substrate or adjacent surfaces or adversely affect subsequent coatings. Materials used in preparation to be types recommended by their manufacturers and the coating manufacturer for the situation and surfaces being prepared. Apply oil based stoppers/fillers after priming. Apply water based stoppers/fillers before priming unless recommended otherwise by manufacturer. Patch prime water based stoppers/fillers when applied after priming. Ensure that doors and opening windows, etc., are 'eased' as necessary before coating. Prime any resulting bare areas. 410 SUITABILITY OF SURFACES AND CONDITIONS: Application of coatings will be taken as joint acceptance by the Main Contractor and Subcontractor of the suitability of surfaces and conditions within any given area to receive the specified coatings. 420 FIXTURES: Before commencing work, remove the following fixtures and fittings, set aside and replace on completion: 430 IRONMONGERY: Remove all old paint and varnish marks from existing ironmongery. Thoroughly clean and polish before re-fixing. 450 REMOVAL OF COATINGS BY SANDBLASTING must be carried out by specialists using abrasives and pressures appropriate to the substrate. Take all necessary precautions to minimise dust and nuisance. 480 GALVANIZED SURFACES to receive lead free primer: Pretreat with mordant solution. Retreat nonblackened areas to achieve blackening of whole of surface. 520 ALKALI AFFECTED COATINGS: Completely remove from affected surfaces. The extent of such treatment to be as instructed or approved. APPLICATION Last Printed: 8/10/2011 Page 32 of56 Ringley Chartered Surveyors Materials & Workmanship Job No: b176931b-0f20-4f79-8d43-c365df4aced7.xls 600 PAINTING GENERALLY: Comply with BS 8000:Part 12, Section 3.2 and additional requirements in this specification. 610 PRIMING JOINERY: Before priming preservative treated timber ensure that any cut surfaces have been retreated. Liberally coat all end grain, allow to soak in and then recoat. 620 CONCEALED JOINERY SURFACES: Where one or more additional coats are specified to be applied in the factory, they must be applied to all surfaces, including those which will be concealed when incorporated into the building. 650 VARNISHING: Thin first coat with white spirit in accordance with manufacturer's recommendations. Brush well in avoiding aeration and lay off. Apply further coats of varnish, rubbing down lightly between coats along the grain. R10 RAINWATER PIPEWORK/GUTTERS 80 PIPEWORK TEST: Temporarily seal open ends of pipework with plugs. Connect a 'U' tube water gauge and pump air into pipework until gauge registers 38 mm. Allow a period for temperature stabilization, after which the pressure of 38 mm is to be maintained without loss for not less than 3 minutes. V90 GENERAL LIGHTING AND POWER (SMALL SCALE) 5A THE INSTALLATION: extend existing lighting and power: Separately controlled circuits as follows with further subdivision where necessary to ensure compliance with BS 7671 (The IEE Wiring Regulations): Lighting to all floors, lighting, power. Other work: smoke/heat detectors to all levels. 10 INSTALLATION GENERALLY: Liaise with the electricity supply company as necessary to ensure suitability of supply and earthing arrangement, and to ensure connection when required. Install, test and commission the electrical work in accordance with BS 767 and requirements of the electricity supply company to provide a safe, well insulated, earth protected system capable of supplying the anticipated maximum demand. Installation work to be carried out by qualified electricians fully conversant with the IEE Wiring Regulations. Accessories necessary to complete the installation to be types recommended for the purpose by relevant equipment manufacturer. In locations where moisture is present or may occur, use corrosion resisting fastenings and avoid contact between dissimilar metals. Company with restrictions on the cutting of holes, chases, notches, etc. 15 STEEL CONDUIT AND SITTINGS lighting and power Screwed rigid conduit to BS 4568: Parts 1 and “ or BS EN 50086-1 and 2-1, complete with all necessary junction boxes, fixings, etc. Finish: mild steel. Minimise number of joints. Use bends and/or junction boxes at changes of direction. Fix boxes independently of conduit. Tightly screw joints with no threat showing. Fit rubber bushes at other ends. Do not use as a protective conductor. Last Printed: 8/10/2011 Page 33 of56 Ringley Chartered Surveyors Materials & Workmanship Job No: b176931b-0f20-4f79-8d43-c365df4aced7.xls 20 PVC SURFACE TRUNKING SYSTEM MK dado trunking. To BS 4678: Part 4. Manufacturer and reference: MK Ltd. Strength: heavy duty. Colour: white/ Use proprietary units to form junctions and changes of direction wherever possible. 25 INSTALLING CABLES GENERALLY cables to be BASEC certified. Cable routes to be straight and vertical or horizontal unless shown otherwise. Concealed cable runs to wall switches and outlets to be vertically in line with the accessory. Conceal cables wherever possible; obtain approval of locations where exposed to view. Position cables at least 150 mm clear of other services. Cables running parallel and adjacent to heating pipes to be located below the pipes. Sleeve cables passing through masonry walls. Do not run cables in spaces where they will be surrounded or covered by insulation. Where this is not practical, size cables accordingly and inform CA. Protect cables in plaster with galvanized steel channel. 30 MICC CABLES Neatly dress cable into position using correct tools. Avoid corrugating sheath when bending. Fix cables securely and connect to equipment and boxed with PVC shrouded glands. As soon as a length of cable has been installed, fit permanent seals and immediately carry out an insulation test between conductors or between any conductor and cable sheath. Repeat test between 24 and 128 hours later. Only infinity readings will be accepted. Replace any cable which fails and repeat tests. 50 ELECTRICAL ACCESSORIES: Types as required, complete with mounting boxes and, unless specified otherwise, to be from MK Ltd. 85 FIRE DETECTION AND ALARM SYSTEM: To BS 5839. Manufacturer: to be confirmed. Requirements: to extend existing. Inspection, initial testing, commissioning and certification: To BS 5839: Part 1, clause 26. Give at least 24 hours notice before commencing tests. After satisfactory completion of tests submit two copies of certificates as BS 5839: Part 1, Appendices B and C, to CA. 90 SMOKE ALARMS: Self-contained type to BS 5446: Part 1, Kitemark certified. Manufacturer and reference: to be confirmed – to extend existing. Operation: Mains with DC battery back-up. 95 GENERAL INSPECTION AND TESTING: To BS 7671. Give at least 24 hours notice before commencing tests. After satisfactory completion of tests submit two copies of inspection and completion certificates to CA. Ensure that labels and signs required by the Regulations are securely fixed in the correct locations. Z21 MORTARS 10 MORTAR MIX PROPORTIONS and other particular requirements are specified elsewhere. 20 SAND FOR MORTAR: Last Printed: 8/10/2011 Page 34 of56 Ringley Chartered Surveyors Materials & Workmanship Job No: b176931b-0f20-4f79-8d43-c365df4aced7.xls To BS 1200 unless specified otherwise. Sand for facework mortar to be from one source, different loads to be mixed if necessary to ensure consistency of colour and texture. When a range is specified (e.g. 1:1:5-6) use lower proportion of sand for Grade G sands and higher proportion for Grade S. 30 READY-MIXED LIME:SAND: Unless specified otherwise, use ready-mixed lime:sand to BS 4721. Coloured mortar, where required, to be made using a proprietary coloured ready-mixed lime:sand, colour to approval where not specified. 40 CEMENT FOR MORTAR: When not specified otherwise, to be Portland cement or Portland blast furnace cement, to class 42.5 or 52.5, manufactured and supplied under the BSI Kitemark scheme for cement. All cements must comply with the appropriate British Standard. 50 ADMIXTURES: To BS 4887. Do not use in mortar unless specified or approved. Do not use calcium chloride or any admixtures containing calcium chloride. 60 MAKING MORTAR: Keep plant and banker boards clean at all times. Measure materials accurately by volume using clean gauge boxes or clean, undamaged buckets. Proportions of mixes are for dry sand; allow for bulking if sand is damp. Mix ingredients thoroughly to a consistence suitable for the work and free from lumps. Do not over mix mortars containing air-entraining admixtures. Do not mix mortar when the air temperature is at or below 3 degC and falling or below 1 degC and rising. Use mortar within about two hours of mixing at normal temperatures. Do not use after the initial set has taken place and do not retemper. Z22 SEALANTS 10 SEALANT TYPES: As specified in the relevant section. 20 SUITABILITY OF JOINTS: Before commencing, check that: - Joint dimensions are within limits specified for the sealant. - Surfaces are smooth and undamaged. - Preparatory work which must be done before assembly of the joint has been carried out. Inform CA if joints are not suitable to receive sealant and submit proposals for rectification. 30 PREPARING JOINTS: Remove all temporary coatings, tapes, loosely adhering material, dust, oil, grease and other contaminants which may affect bond. Backing strip, bond breaker, primer: Types recommended for the purpose by sealant manufacturer. Insert backing strips and/or bond breaker tape into joint leaving no gaps. Cover adjacent surfaces with masking tape to prevent staining and protect surfaces which would be difficult to clean if smeared with primer or sealant. 40 APPLYING SEALANTS: Do not apply to damp surfaces (unless recommended otherwise), to surfaces affected by ice or snow or during inclement weather. Do not heat joints to dry them or raise the temperature. Fill joints completely, leaving no gaps, excluding all air and ensuring firm adhesion of sealant to required joint surfaces. Tool the sealant to a neat, slightly concave profile unless specified otherwise. Last Printed: 8/10/2011 Page 35 of56 Ringley Chartered Surveyors Job Number: b176931b-0f20-4f79-8d43-c365df4aced7.xls Materials Workmanship Window Care System OPTION A – REPAIR TO ERODED SECTIONS. 1 Window Care Dry Flex RP allows insitu repair of timber affected by wood decay. It is advisable to take into account the strength of the construction after repair. For example, in situations where the timber is "load bearing", it may be appropriate to use timber splice in accordance with Repair Method Number 5. 2 Remove all decayed wood with the Window Care Profi using the Round Cutter. Continue to remove the decayed wood until sound timber is reached. The sound timber can be recognised by the high pitch sound of the Window Care Profi, it is generally of harder structure and uniform colour. 3 Lightly sand the surface of the timber using a medium grade abrasive paper. Check that the moisture content is below 18% using the Window Care Wood Condition Meter CS1. Apply hot air using a Hot Air Blower at 60-80°C. Avoid burning the timber fibres, this ensures good adhesion of Dry Flex RP. 4 Ensure that the adjoining paint system is removed up to 10mm from the vicinity of the repair. 5 Mix the required quantity of Dry Fix Wood Stabilizer in the correct ratio. Apply the Dry Fix well into the surface using a small brush. Wipe off any excess Dry Fix. Leave for 25-30 minutes before applying the Dry Flex RP. 6 Mix the Dry Flex RP thoroughly until a homogeneous "butter-like" mass is achieved. 7 Apply the Dry Flex RP using plastic modelling knives available from Window Care Systems Limited. For more complex repairs use perspex plates for "shuttering." 8 Apply hot air to the surface of Dry Flex RP for a few minutes. This is optional and is only recommended at times when wet weather can be anticipated or application at low temperatures. 9 Ensure that the Dry Flex RP is completely dry (normally 24 hours are required at 20°C) and longer periods when applied under low temperature conditions. 10 Use the Window Care Scraper to remove 'excess' cured Dry Flex RP. 11 Sand the repaired areas lightly to achieve an even, smooth surface before painting with an alkyd or water-based paint system. * Check with the Specifier, if, Window Care DRY PIN is to be used. * Where applicable, DRY PIN should be applied as illustrated in the "Systems" Brochure. A test application is always advisable before commencing work. Ringley Chartered Surveyors Job Number: b176931b-0f20-4f79-8d43-c365df4aced7.xls Materials Workmanship Window Care System OPTION B – REPAIR USING PART TIMBER SPLICE REPLACEMENT. Cut out the decayed wood at an angle of 75° until the sound timber is reached. The timber may be cut using a saw, chisel or Window Care Profi. The strength of the construction after repair should be taken into account. In situations where the timber is load bearing", the use of steel reinforced rods may be necessary. For normal repair by "splicing in timber", follow the procedure below: 1 Prepare the new timber splice (moisture content <18%) in such a way that there is a seam/gap of at least 4mm between the contact areas, use the Window Care Wood Condition Meter CS1 to measure the moisture content. 2 If the contact areas of the existing wood have a moisture content of over 18%, blow dry the affected area using a hot air blower at a temperature of 60-80°C. Strip the existing paint finish up to at least10mm from the joint on existing timber. Ensure that the new timber is left clean and un-primed during the fixing process. 3 Apply Window Care Dry Fix Wood Stabilizer to the end grain of the existing timber and the new timber splice using a brush. Work the Dry Fix well into the surface. Leave for about 25-30 minutes. Apply Dry Flex RP on all areas of contact (already treated with Dry Fix). Use a 4mm "space" at the joint and secure the new timber splice in position using a perspex fixing plate. Fill the "joint" with Dry Flex RP and smooth the surface using a plastic knife. Avoid any surface irregularities. 4 Allow at least 24 hours drying at 20°C before any surface sanding and subsequent painting. At lower temperatures allow a longer period of time for Dry Flex RP to dry. The fixing plate can be removed when the Dry Flex RP has dried completely. Use the Window Care Scraper to remove 'excess' cured Dry Flex RP. Sand the Dry Flex RP lightly. Remove dust/dirt before painting with an alkyd or water-based paint system. * Check with the Specifier, if, Window Care Dry Pin is to be used. * Where applicable, DRY PIN should be applied as illustrated in the "Systems" Brochure. A test application is always advisable before commencing work. Ringley Chartered Surveyors Site Preparation Job No: b176931b-0f20-4f79-8d43-c365df4aced7.xls ITEM NO: 1 OPTION 1 - SCAFFOLD 2 Provide scaffolding to elevating of necessary to effect works Item including handrails, access and working platforms as required by current HASW legislation. Incorporating mechanical hoist and enclose debris disposal chutes as applicable. 3 a) Provide flashing light alarm. Item 9 Allow for provisional sum to replace damaged grass/foliage to Item £500 Provisional garden. Board over grass area prior to erecting scaffolding, and take care around plants and shrubs. 10 OPTION 2 - ACCESS TOWER 11 Provide mobile access tower erected in accordance with current Item health & safety guidelines. Use trained operatives to erect and dismantle, dismantle at the end of each working day. 12 Provide a roof ladder. Item 13 Provide internal bandstands scaffolding to access all areas. Item Last Printed: 8/10/2011 Page 38 of 56 To collection £ p Ringley Chartered Surveyors Roof Works Job No: b176931b-0f20-4f79-8d43-c365df4aced7.xls ITEM NO: 38 ROOF WORKS – STRIPPING OUT & OVERHAUL 39 Overhaul existing roof covering to main roof remove defective tiles; Item extract old fixings, repair and renew battens as necessary; provide new slates/tiles to match existing; as directed by the CA. Attention to roof verges allow 250 tiles replacement - front elevation allow 150 tiles replacement - rear elevation allow 50 tiles replacement - side elevations 40 ROOF WORKS - SARKING FELT 41 Provide new sarking felt, fitted in accordance with BS 747 Type 1F Item (laid over rafters, secured by battens using galvanised fixings centrally to rafters, overlaps to be top layer onto under layer with overlap not less than 150mm and dressed into valley gutter, eaves gutters and over bargeboards as appropriate over a durable sarking material secured to a timber fillet) see Good Building Guide 14 in Appendix. 42 Note: no tile batten to be joined over last two rafters, tile batten to be continuos to the verge. Sarking felt to be dressed over bargeboards. 43 ROOF WORKS - INSULATION 44 Re-lay insulation where loose and piled up in eaves areas to ….... Item (Ensure insulation does not cover over recessed light fittings, or pushed too deeply into eaves. 45 ROOF RECOVERING - PITCHED ROOF 46 Recover Tiled Roof using similar weight tiles to existing tile profile Item 47 Allow for ventilator slates (1 per 6sq metres). Specific location to be Item decided by Contract Administrator. 48 ROOF WORKS - FLASHINGS & SOAKERS 49 Carefully remove defective lead flashings, mortar fillets and the like Item to the chimney stacks and dispose off site; supply and fix Code 4 lead stepped or cover lead flashings with Code 3 lead soakers to wall/roof junctions; Code 4 lead apron flashings to parapet walls and chimney stacks; top edge lead wedged and pointed to new or existing brickwork; all installed in accordance with the Lead Development Association current recommendations. 50 RENEWAL- ZINC ROOF AREAS to BAY WINDOWS 51 Strip zinc/lead roof coverings. Check decking material & allow to Allow 4 No. replace with 18mm impregnated ply built up and laid to a proper fall. Bay Roofs Recover roof with Zinc sheets, dressing/providing suitable flashings/upstands to suit. 52 SOFFITS & FACIAS Last Printed: 8/10/2011 Page 39 of 56 To collection £ p Ringley Chartered Surveyors Roof Works Job No: b176931b-0f20-4f79-8d43-c365df4aced7.xls ITEM NO: 53 Carefully remove the existing fascia and soffit board where failed Item above communal windows (approx 2.0 linear metres) & elsewhere (Allow for 50% replacement) & replace with new treated softwood soffit and throated fascia boards securely fixed to existing rafters; include for Glidevale FV100 fascia ventilators to provide eaves ventilation and Glidevale RV200 rafter ventilators all fixed in accordance with the manufacturers recommendations. Remove and reinstate gutters, down pipes and tiling/slates as necessary. 54 RECOVER MAIN ENTRANCE ROOF CANOPIES 55 Re-cover new roof area in asphalt ensuring it is laid in accordance Item 2 No. with the British Standards, and adhered to the roof finish securely in all areas. 2 layers, 20mm thick in total. Last Printed: 8/10/2011 Page 40 of 56 To collection £ p Ringley Chartered Surveyors Rainwater & Waste Goods Job No: b176931b-0f20-4f79-8d43-c365df4aced7.xls 56 GUTTERS & DOWNPIPES - REPLACEMENT Option 1 Carefully remove the existing gutters and downpipes to facilitate re- roofing and set aside for re-use. Re-fix gutters and downpipes; include for all necessary fixings; all to be fixed in accordance with the 57 manufacturers recommendations. Item Provisional sum for replacement of sections if directed by CA Provisional 500 Option 2 Clean out, re-align and/or re-secure/repair leaking joints all rainwater gutters or non draining joints in eaves gutters by replacing or re- 58 aligning. Item Allow to replace 2No. Cast iron downpipes on RHS side elevation (2 59 No. sections) with uPVC goods Item Supply and fit covers to gullies of waste and rainwater goods pipes Allow 4 No 60 at ground level. Last Printed: 8/10/2011 Page 41 of 56 To collection £ p Ringley Chartered Surveyors Masonry Job No: b176931b-0f20-4f79-8d43-c365df4aced7.xls 61 CHIMNEY STACKS 62 Hack of cracked fluanching around pots to chimney chimney stacks (approximate and re-render. area 3 m2) 63 Allow for effecting scratch render repairs to defaced areas of (approximate chimney pots. Re-render in mix of cement:lime:sharp sand (1:1:3). area 2 m2) 64 Re-forming missing sections of render by hacking off and re-forming Allow 12 m2 cracked sections. 65 COPINGS TO REAR ELEVATION STAIRCASES 66 Remove plant growth and moss etc. from coping stones. Rake out Allow 6 linear all defective pointing and re-point to match. metres 67 Remove plant growth and moss etc. to brickwork. Rake out all Allow 15 defective pointing and re-point to match. linear metres 68 BRICKWORK – CLEANING - POINTING 69 Wash down brickwork with warm soapy water where staining is (approximate evident from leaking overflows. Rake out and re-point effected area 2 m2) brickwork by 20mm and re-point with sand/cement (1:3). 70 Remove plant growth and moss etc. from brickwork. Rake out all (approximate defective pointing and re-point to match. area 6 m2) 71 Fill minor holes around protruding pipes to elevations e.g. overflow (approximate pipes and flues using sand/cement mix. area 2 m2) 72 Clip back loose cabling to all elevations in neat horizontal and vertical runs. 73 RENDERED SURFACES - PREPARATION 74 Rake out all cracking to rendered surface using a sharp tool. Ensure (approximate sufficient gap is formed to cracks to enable a good key to cavity filler. area 8 m2) Thoroughly prepare by removing all surface dust and loose flaking material and fill using ICI recommenced exterior filler and leave ready for decoration. 75 Hack off area of defective render to front facade back to a sound (approximate surface. Square up to a uniform area and re-render using sand and area 3 m2) cement mortar. Render to be trowelled level with all adjoining surfaces and leave ready to decorate. 76 Thoroughly clean down with a mild detergent solution all rendered Item surfaces to ...... to remove dirt and grime, and rinse thoroughly with clean water to remove washing residues. Lightly wet abrade sound paintwork to provide a key, then rinse with clean water and allow to dry. 77 Where only minor cracks are found rake out cracks to obtain square Item edge, and fill with permoglazed filler. last Printed 8/10/2011 Page 42 of 56 To collection £ p Ringley Chartered Surveyors Masonry Job No: b176931b-0f20-4f79-8d43-c365df4aced7.xls 78 WINDOW SUB-CILLS - REPAIRS 79 Re-point brick window sub-cills to all windows Allow for 30 cills Cost per cill Provsional last Printed 8/10/2011 Page 43 of 56 To collection £ p Ringley Chartered Surveyors Joinery & Glazing Job No: b176931b-0f20-4f79-8d43-c365df4aced7.xls 80 JOINERY SECTION 81 DOORS – REPAIRS 82 Overhaul existing front door and frame; make good frame and door, Allow 4 No piece in frame where necessary, ease and adjust to leave in good working order. 83 WINDOWS – EASE & ADJUST CASEMENT UNITS 84 Thoroughly examine and check all timber casement windows and Item communal front entrance doors to the common parts ground floor and landing levels throughout the buildings. 85 Where any windows or doors are found to be binding on frames, Allow 25 remove from hinges and plane off as necessary. Make up any windows casements where misshapen by the planting of neat fillets on timber or edges, gluing and screwing in position. Where fillets are applied, the nails shall be cut back as necessary so that no part of any fillets shall be less than 5mm in depth. Re-hang any casements within frames so as to ensure there is a consistent 2mm gap between casement and frames all round. 86 Allow for raking out and re-putting seals around glazing where putty Allow 90 comes off easily. Prime and make good with linseed oil putty. linear metres 87 Overhaul steel casement windows, ease and adjust window Allow 10 openings to leave in a good working order; remove all heavy build-up windows of paint to edges of openings and around moving parts; cramp-up and re-align; replace any defective putties, catches and stays; free up hinges. 88 RESIN SYSTEM - WINDOW REPAIRS/REPLACEMENTS 89 Cut out/remove timber section; scribe/piece in new softwood section Item glued and screwed; allow to dry and apply two-pack resin filler to all joint areas; work to form repair joints level with all adjoining surfaces, sand down when dry if necessary; apply full coat of primer and leave ready to decorate. Note: whether a rotten timber is to be replaced or a resin repair effected is to be instructed by the Contract Administrator. 90 Effect resin repairs to windows (frames, transoms, mullions): Using Allow 25 window care method (see end) form in-situ repairs by cutting/grinding linear metres out rotten sections of timber and repair. Contract Administrator to advise on selected timbers. Attention to all windows. 91 Using Window Care Method remove badly rotten sections of timber, Allow for 5 splice in new timber and apply Window Care Method (see Window linear metres Care System pages). Contract Administrator to advise on selected timbers. 92 GLAZING Last Printed 8/10/2011 Page 44 of 56 To collection £ p Ringley Chartered Surveyors Joinery & Glazing Job No: b176931b-0f20-4f79-8d43-c365df4aced7.xls 93 Carefully remove existing cracked or broken glazing; hack out all putties; clean and prepare. Supply and install clear float glass to softwood frame using linseed oil putty; include for glazing thickness: 3mm to 6mm. Contractor to keep a note of glazing replaced as this is to be Allow 5 recharged to leaseholders panes 94 Carefully remove existing cracked or broken glazing; hack out all putties, clean and prepare. Supply and install to metal framing using appropriate metal putty; include for glazing thickness 3mm to 6mm. Contractor to keep a note of glazing replaced as this is to be Allow 5 recharged to leaseholders panes Last Printed 8/10/2011 Page 45 of 56 To collection £ p Ringley Chartered Surveyors Decorations-external Job No: b176931b-0f20-4f79-8d43-c365df4aced7.xls 95 TIMBER WINDOWS - PREPARATION 96 Thoroughly prepare windows by washing down all surfaces to Item remove grease, dirt and all other contamination with a mild detergent solution and rinse thoroughly with clean water to remove washing residues and allow to dry. Scrape off all loose and flaking paint back to a firm edge; dust off all areas and apply a full coat of primer to all bare areas in accordance with ICI’s specification and recommendations and allow to thoroughly harden before further paint treatments. 97 Rub down to a smooth surface with waterproof abrasive paper to Item obtain a smooth finish and 'key' feather broken edges of existing coatings. Scrape out all open joints, cracks, holes and crevices, etc. Scrape or burn off all blistered, flaking or defective paintwork to the satisfaction of the CA. Fill any exposed nail heads below the surface & dust off ready for decoration. 98 Apply to thin coat or knotting to any exposed knots and prime with Item approved aluminium primer, prepare wood, open joints, cracks, holes, crevices, etc. 99 Fill and make good all defective areas of woodwork such as mitre Item joints, open timber grain in accordance with ICI’s specification; and bring forward by spot painting bare areas and areas of making good using Dulux Wood Stain. Thoroughly dust down. 100 Bring forward previously primed areas by spot painting using Dulux Item Weathershield undercoat and apply one full undercoat and one full gloss to complete window in accordance with ICI’s recommendations and specification. 101 Prepare previously painted from door and rear doors and frames; Item bring forward and decorate external side only. Allow for the removal of all door furniture and replacing on completion; include cutting in around hinges, locks and glazing neatly ensuring these remain free of any paint; remove all old existing paint from door furniture if existing. Remove all defective paint coatings, de-grease, make good, spot prime any bare areas and apply one full undercoat and one full gloss coat. 102 TIMBER - DECORATION 103 Prime all bare wood (Dulux Weathershield primer); paying particular Item attention to end grains, cracks, holes and open joints. Also pay attention to where new timbers have been installed. 104 Apply Dulux Weathershield system for windows. Apply 1 No. Dulux Item Weathershield undercoat. Colour to match existing. Allow to dry for 48 hrs and apply 2 No. Dulux Gloss Weathershield coat. Last Printed: 8/10/2011 Page 46 of 56 To collection £ p Ringley Chartered Surveyors Decorations-external Job No: b176931b-0f20-4f79-8d43-c365df4aced7.xls 105 Upon completion of redecoration works, ensure all windows operate Item satisfactorily, break paint seals between casements and frames and allow for touching up and making good disturbed paint surfaces as necessary. Ease, adjust, oil and grease all hinges to ensure sound operation. Adjust catches and handles and ensure satisfactory closing of casement on frame. Leave in sound working order. 106 Prepare previously painted pram shed doors and frames; bring Item forward and decorate all internal and external parts. Remove all loose and flaking paint, spot prime all bare areas, exposed screw and nail heads and make good. Apply Dulux Weathershield system 1 full undercoat and 2 full gloss coat. 107 Prepare previously painted up and over garage doors and frames; Item bring forward and decorate all internal and external parts. Remove all loose and flaking paint, spot prime all bare areas, exposed screw and nail heads and make good. Apply Dulux Weathershield system 1 full undercoat and 2 full gloss coat. 108 Prepare previously painted bin cupboard doors and frames; bring Item forward and decorate all internal and external parts. Remove all loose and flaking paint, spot prime all bare areas, exposed screw and nail heads and make good. Apply Dulux Weathershield system 1 full undercoat and 2 full gloss coat. 109 Prepare previously painted store cupboard doors and frames; bring Item forward and decorate all internal and external parts. Remove all loose and flaking paint, spot prime all bare areas, exposed screw and nail heads and make good. Apply Dulux Weathershield system 1 full undercoat and 2 full gloss coat. 110 WALLS – EXTERNAL PAINTING 111 Remove all alkaline salts and thoroughly wash clean total area. Item Allow to dry and apply alkali-resisting primer and leave ready to decorate. 112 Thoroughly prepare external painted render to all sides of block by (approximate removing all surface dust and loose flaking paint and fill all minor area m2) cracking; include removal of all alkaline salts where present and thoroughly wash clean. Allow to dry and apply alkali resisting primer to areas where alkaline salts have been removed and apply stablising solution to all patch/cracking repairs and leave ready to decorate. 113 In accordance with ICI’s recommendations and specifications apply (approximate two full coats of Dulux weathershield smooth masonry paint to all area m2) external surfaces ensuring that all paint is cut into window reveals, cills, doorframes and other existing features. 114 In accordance with ICI’s recommendations and specifications apply (approximate two full coats of Dulux Weathershield smooth masonry paint to all area m2) external surfaces under walkways balconies and stairs ensuring that all paint is cut into perimeter brick walling, asphalt coverings, piping services, etc. and other existing features. Last Printed: 8/10/2011 Page 47 of 56 To collection £ p Ringley Chartered Surveyors Decorations-external Job No: b176931b-0f20-4f79-8d43-c365df4aced7.xls 115 DECORARTIONS/CLEANING OF PVC-U WINDOWS 116 Protect uPVC/aluminium window frames and gently clean with soap Item and water, detergent solution or suitable solvent to remove dirt and pollutants, etc. Rinse off and if necessary, leather off to produce a clean dry surface free from water marks or smearing. 117 DECORATIONS RAINWATER & GAS PIPES 118 To include all rainwater pipes, soil pipes, waste pipes, overflow Item pipes, rainwater outlets, metal posts, previously painted metal railings, gates and posts to fences, garage doors, previously painted lamp posts and lamp standards and playground equipment as applicable. 119 Rub down and then wash with Duluz Oil & Grease Remover dirt Item deposits from rainwater pipes etc.. 120 Paint with Dulux Weathershield system 1 No. undercoat and 1 No. Item gloss coat all cast iron rainwater/waste pipes. 121 Prepare and paint all previously painted or grey/white unpainted Item uPVC pipes, including overflow, hopper, wastes, etc, in 2 coats of Dulux Weathershield system oil paint. 122 Thoroughly clean all outlets and remove any blockages or debris, Item sweep clean all areas and or walkways. Last Printed: 8/10/2011 Page 48 of 56 To collection £ p Ringley Chartered Surveyors Decorations-internal Job No: b176931b-0f20-4f79-8d43-c365df4aced7.xls 123 WALLS & CEILINGS – PREPARATION & DECORATION - COMMUNAL AREAS 124 Thoroughly prepare all previously painted wall and ceiling surfaces; Item include filling surface cracking and minor defects; scrape off loose and flaking paint back to a firm edge and areas of poorly adhering paint. Sand down all previously filled areas level with adjoining surfaces; spot paint all bare patches of plaster and filler using a thinned down coat of paint: 2 parts paint : 1 part water. Allow to thoroughly dry and apply 2 full coats of Dulux interior paint in accordance with ICI’s recommendations and specifications. 125 Hack off area of defective plaster back to sound plaster; square off (approximate area of repair to a uniform area and replaster to match existing and area 15m2) level with all adjoining surfaces. 126 NUMBERING 127 Provide all equipment and stencil numbering to gas meter cupboards, Item as directed by Contract Administrator. 128 Provide all equipment and stencil numbering to electric meter Item cupboards, as directed by Contract Administrator. 129 TIMBER - DECORATION (MAIN ENTRANCE DOORS & WINDOWS) 130 Prime all bare wood (Dulux Weathershield primer); paying particular Item attention to end grains, cracks, holes and open joints. Also pay attention to where new timbers have been installed. 131 Apply Dulux Weathershield system for windows. Apply 1 No. Dulux Item Weathershield undercoat. Colour to match existing. Allow to dry for 48 hrs and apply 2 No. Dulux Gloss Weathershield coat. 132 Upon completion of redecoration works, ensure all windows operate Item satisfactorily, break paint seals between casements and frames and allow for touching up and making good disturbed paint surfaces as necessary. Ease, adjust, oil and grease all hinges to ensure sound operation. Adjust catches and handles and ensure satisfactory closing of casement on frame. Leave in sound working order. 133 Prepare previously painted store cupboard doors and frames; bring Item forward and decorate all internal and external parts. Remove all loose and flaking paint, spot prime all bare areas, exposed screw and nail heads and make good. Apply Dulux Weathershield system 1 full undercoat and 2 full gloss coat. 134 DECORATIONS - HANDRAILS & PREVIOUSLY VARNISHED AREAS Last Printed: 8/10/2011 Page 49 of 56 To collection £ p Ringley Chartered Surveyors Decorations-internal Job No: b176931b-0f20-4f79-8d43-c365df4aced7.xls 135 Scrape off all loose and flaking varnish back to a sound surface and Item sand off and/or rub down with wire wool to a featheredge. Thoroughly wash off with clean water and mild detergent, rinse with clean cold water. 136 Apply 2 No. coats of high gloss yacht varnish to all surfaces including Item undersides of cills, heads of door etc. First coat to be a touch-in coat of suitable matching colour to bare/bleached areas. Last Printed: 8/10/2011 Page 50 of 56 To collection £ p Ringley Chartered Surveyors Miscellaneous Job No: b176931b-0f20-4f79-8d43-c365df4aced7.xls 137 Housekeeping & Daily Cleaning 138 Upon completion of all works, clean the external surface of all Item windows and woodwork immediately prior to the scaffold being struck. Wash also all cills and reveals which may have become dirty since decoration. 139 GARDEN AREAS 140 Re-form fall to outlets at ground level 141 Wash surfaces affected by vegetable or mould growth with a solution (approximate of a proprietary Domestic Bleach (e.g. *Parazone or *Domestos) area 20 m2) consisting of 1 part bleach to 4 parts water to remove dirt, grease, mould or vegetable growth etc. Apply *Weathershield Fungicidal Wash and leave to dry on the surface. *NOTE Weathershield Fungicidal Wash contains: Dodecylamine Salicylate and Dodecylamine Lactate. Read the label before you buy. Use pesticides safely. When using bleach solutions, the manufacturer’s recommendations regarding protection of eyes, skin and clothing must be strictly followed. 142 Rake out moss and lichen to brickwork on front garden wall using a (approximate stiff brush, and re-point/replace with sand/cement (1:3). area 20 m2) 143 Break up 4No areas of hardstanding & re-insate. Allowing to form Item new manhole covers where already in situ Last Printed: 8/10/2011 Page 51 of 56 To collection £ p Ringley Chartered Surveyors Job Number: b176931b-0f20-4f79-8d43-c365df4aced7.xls Tender Summary TO SUMMARY: Schedule 1 - Preliminaries £ Schedule 2 - Site Preparation £ Schedule 3 - Roof Works £ Schedule 4 - Rainwater & Wast Goods £ Schedule 5 - Masonry £ Schedule 6 - Joinery & Glazing £ Schedule 7 - Decorations External £ Schedule 8 - Decorations Internal £ Schedule 9 - Miscellaneous £ SUB-TOTAL £ VAT @ 17.5% £ TOTAL £ Please indicate earliest start date ---------------------------------------------------------------------- Please indicate no. of weeks to complete job --------------------------- weeks. Please indicate no. men that will be on site at any one time ---------------------------------------- Where a project is anticipated to be less than 4 weeks, please indicate no. days ----------- Last printed: 8/10/2011 52 of 57 Ringley Chartered Surveyors Job Number: b176931b-0f20-4f79-8d43-c365df4aced7.xls Tender Summary FORM OF TENDER Form of tender for the proposed works at ………………………………………………… TO: Ringley Chartered Surveyors Ringley House 349 Royal College Street London NW1 9QS We, having read the conditions of contract and specification delivered to us and having visited the site, do hereby offer to execute and complete in accordance with the contract documents the whole of the works either described or implied, for the sum of £ …………………………………. (+ VAT) Amount in words ………………………………………………… and within ……………….weeks from the date of possession. We certify that this is a bona-fide tender and that we have not disclosed any information or entered into any agreement or made any offer to any person or body that could prejudice your intention to obtain truly competitive tenders. As witness our hand this ………day of ……………………………………….200 Signed (stating position/role in company) …………………………………………………………………………………………… Registered name and address of company …………………………………………………………………………………………… …………………………………………………………………………………………… …………………………………………………………………………………………… Witness (give name and address) …………………………………………..…… …………………………………… (Sign) (Print name) Address …………………………………………………………………………………………… …………………………………………………………………………………………… Last printed: 8/10/2011 53 of 57 Ringley Chartered Surveyors Appendix Job Number: b176931b-0f20-4f79-8d43-c365df4aced7.xls Scaffolding, Rubbish Shutes Gantry Scaffolding Best Practice Before erecting any scaffold on the public highway you need to get permission from the Local Authority and be issued with a Licence. All the terms and conditions of the Licence must be met, including the payment of the deposit notified before the structure is erected. Applications should be made to the Highways Licensing Section. Great care must be taken when erecting or dismantling scaffolding on or near the public highway. The scaffolding contractor and the main contractor share responsibility for ensuring that work is carried out safely. All too often accidents involving members of the public and their property are caused by bad working practices. Scaffolding must comply with the following conditions After the scaffolding has been erected, any diagonal cross-bracing used at ground level must be removed at once to allow unobstructed pedestrian access. A width of at least 1.8 metres and a headroom clearance of at least 2.44 metres are required for pedestrians to pass, unless other arrangements are agreed by the Local Authority. While a scaffold is being erected, signs should be prominently displayed saying “Scaffold is incomplete”. Vertical scaffold poles erected on the pavement must not be closer than 0.45 metres to the kerb edge, unless other arrangements have been agreed with Local Authority. Scaffolding that projects beyond the kerb edge must have at least 4.88 metres clearance above the surface of the carriageway. Where agreement has been obtained to erect the scaffold nearer than 0.45 metres to the kerb edge, baulk timbers 300mm x 300mm must be placed on the carriageway for the full length of the scaffolding. These timbers must be painted red and white and fitted with red bulkhead lights at 3 metre intervals. Continuous timber or sole plates may not be placed on the highway. Scaffolding must be lit from half an hour after sunset to half an hour before sunrise. On the inside of the structure, white bulkhead lights must be set at each end of the structure 2.44 metres high and at 3 metre intervals. Similarly, on the outside of the structure red bulkhead lights must be set at each end of the structure 2.44 metres high and at 3 metre intervals high and at 3 metre intervals. The diagram overleaf indicates the Local Authority‟s general requirements. Where a scaffold is longer than 3 metres, the Local Authority will insist that you provide “escape routes” for pedestrians at 3 metre intervals. The Crime Prevention Officer at the local Metropolitan Police Station may request more onerous requirements. You must obtain approval in principle for any such structure before a licence is issued. Standards must be painted white up to a height of at least 2.44 metres. Any couplings below 2.44 metres must be fixed so that any projection, or threaded or clamp fixing, is on the opposite side to pedestrians. Horizontal scaffold poles, such as handrails, must be fitted with plastic end caps or otherwise made safe, as directed by the Local Authority. Scaffolding, scaffold boards, temporary roofs and sheeted scaffolds must be properly secured to resist high winds. Sheeted scaffolds are particularly vulnerable to wind damage from the “sail effect”. Scaffolding must not obstruct access by emergency services vehicles. If there is any risk of falling material injuring passing pedestrians or hitting vehicles, you must erect a protective scaffold fan. For instance, a scaffold fan is needed when operating cradles or carrying out masonry work. Fans or screens must be wide enough to provide complete protection to the public, and to prevent material of any kind from falling onto the public highway. Ringley Chartered Surveyors Appendix Job Number: b176931b-0f20-4f79-8d43-c365df4aced7.xls Scaffolding, Rubbish Shutes Gantry Fans that project to within 0.45 metres of the kerb edge must have at least 2.44 metres clearance above the surface of the public highway. Fans projecting beyond this line must have at least 4.88 metres clearance above the surface of the carriageway. CLEANING BUILDINGS When cleaning the exterior of buildings, ensure that no cleaning materials, sand, grit, or water fall onto the public highway. Water spray must be confined to the face of the building and be channelled across the footway. The scaffold to the building shall be completely encased in plastic sheeting, which must be securely tied. Stone cleaning operations may be restricted to times outside normal working hours. Contact the 24 Hour Noise and Dust team to obtain permission. We also advise you to consult the Local Authority‟s Development Division before cleaning any listed building. GANTRIES, HOISTS AND SITE HUTS Before erecting any gantry or hoist no the public highway you need to get permission from the Local Authority and be issued with a licence. All the terms and conditions of the licence must be met, including the payment of the deposit notified, before the structure is erected. Applications should be submitted to the Highways Licensing Section. Permission will not be granted for the erection of gantries for storing materials or as working platforms for hoists and associated equipment if there is any practical alternative on site. The Local Authority does not allow site huts for offices to be put on gantries on or over any part of the public highway. Offices must be contained within the boundaries of your site. If there is not enough space on site for accommodation, you should use alternatives such as rented office space. Only in exceptional circumstances will temporary accommodation on a gantry be allowed, and then only for welfare and messing facilities. Again, you should apply to the Highways Licensing Section. Gantries must comply with the following requirements: Gantry platforms must be double-boarded with polythene sheeting between each layer and set at a minimum headroom clearance of 2.44 metres from the surface of the doorway. The outer standards or columns of the gantry must be encased in plywood up to 1.22 metres high and boxed in at the top. Once the gantry has been erected, any bracing etc used at ground level, or less than 2.44 metres above the footway, must be removed to allow safe passage by pedestrians. Any gantry that projects beyond the kerb edge must have at least 4.88 metres clearance above the surface of the carriageway. Gantries must be lit from half an hour before sunrise. On the inside of the structure, white bulkhead lights must be set each end of the structure 2.44 metres high and at 3 metre intervals. Similarly, on the outside of the structure, red bulkhead lights must be set at each and at 3 metre intervals. The following diagram indicates the Local Authoritys‟ general requirements: Mechanical or platform hoists must not descend onto, or operate from the public highway. Permission will only be granted for hoists to be operated only from gantry platforms at first floor level or above. Gin wheels and other forms of rope or cable must be used only on the outside of scaffolding, and then only when the scaffolding reaches the kerb edge. In these circumstances building materials must be hoisted from the carriageway and are never permitted over the footway. Any other kind of hoisting must be carried out on private land. Ringley Chartered Surveyors Appendix Job Number: b176931b-0f20-4f79-8d43-c365df4aced7.xls Scaffolding, Rubbish Shutes Gantry The hoisting of hot tar buckets is not permitted on the road except from a gantry platform, and is never permitted from the footway. RUBBISH CHUTES To protect passing pedestrians, rubbish chutes can be used only when fixed to a supporting scaffold gantry which has a minimum clearance of 2.44 metres over the footway. To stop dust or debris escaping, chutes must be completely enclosed and covered at the discharge end, (which includes lorries and skips), to stop dust or debris escaping and must be moved aside when not in use. They must be fixed or tied to the supporting gantry or scaffold. HOARDINGS Before erecting a hoarding on the public highway you need to get permission from the Local Authority and be issued with a licence. All the terms and conditions of the licence must be met, including payment of the deposit notified before structure is erected. Application should be made to the Highways Licensing Section. A hoarding may affect access to gullies, manhole covers, fire hydrants, public lighting, parking meters or residents‟ parking bays, access covers, apparatus or services belonging to statutory undertakers or to the local authority. Before your application for a licence is considered, you must obtain permission from all parties whose services may be affected. Permission is also required if you have to resite or remove street furniture such as light columns. Apply to Westminster Highways Consultancy Service. If a lamp column cannot be repositioned, you may have to provide alternative lighting fixed to the satisfaction of the Local Authority. Hoardings must comply with the following requirements: They must be not less than 2.44 metres in height and should be constructed of smooth, close-boarded timber. Corrugated sheeting must not be used. For safety reasons, the corners of the hoarding must be splayed where vehicles or pedestrians pass around them. Hoardings must be painted in a uniform style. Members of the Considerate Builders Scheme are encouraged to paint their hoardings in the scheme‟s colours, which are green and blue on a white background. British Standard Paint references and design guidelines are available from the Considerate Builders Office. Murals, company logos and hoardings decorated in other ways may require advertisement consent from the Local Authority‟s Development Division. Hoardings must be lit from half an hour after sunset to half an hour before sunrise. Bulkhead lights should be fixed at the top of the hoarding at each end of the structure and at 3 metre intervals in between. Any access points in the hoarding must not open outwards over the public highway. No advertisements may be placed on any hoardings. Special attention should be paid to any contractor‟s signs and logos placed on hoardings to ensure that they comply with the Town and Country Planning (Control of Advertisements) Regulations 1992. Any fly posting or graffiti on hoardings must be removed immediately by the licence holder. It is also the licence holder‟s responsibility to ensure that no structures associated with the works give rise to complaints, and that they are maintained to the satisfaction of the Local Authority. You can get advice on anti-fly posting measures from the Street Patrols Service of the Environmental Protection Group. If a platform or handrail is needed, this must be maintained to the satisfaction of the Local Authority. Hoardings must not obstruct access by emergency service vehicles. Hoardings should be properly secured to resist high winds.
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