The Becket School Drama Studio – Tanking Works · 2020-08-03 · 2213-616/Contract...

2213-616/Contract Documentation/Tender Documentation/July 2020 ©Make Consulting Limited

The Becket School Drama Studio – Tanking Works



Document Control

Job Number: 2213 – 616 Client: Our Lady of Lourdes Catholic Multi Academy Trust

Initial Author(s): H Rawson Date: July 2020

Reviewer: J Edwards Date: July 2020

Document Title: The Becket School – Drama Studio – Tanking Works

Issue Date Status Checked

001 July 2020 Issue J Edwards

Copyright Disclaimer

This document and its contents is intended solely for the Client’s information and is copyright of Make Consulting - © Make Consulting Limited. All rights reserved. Make Consulting assumes no responsibility to any other party in respect of or arising out of or in connection with this document and/or its contents. Any redistribution or reproduction of part or all of the contents in any form is prohibited. You may not, except with our express written permission, distribute or commercially exploit the content. Nor may you transmit it or store it in any form.



Section 1 Invitation to Tender



1.0 Instructions to Tenderers and Conditions of Tender

Introduction and Background 1.1 The tender documentation comprises the following:

Section 1 Instructions to Tenderers and Conditions of Tender Section 2 Preliminaries and General Conditions Section 3 Schedule of Work / Specification Section 4 Contingency Sums Section 5 Final Summary

This tender documentation is to be read in conjunction with any supporting documents, and any necessary allowances to achieve compliance with those documents must be included within the value submitted on the Form of Tender. IMPORTANT NOTE; this document is to be read in conjunction with Our Lady of Lourdes Catholic Multi Academy Trust’s, Tender Evaluation Procedure which has been provided in conjunction to the tender documentation.

Appendices

Appendix A Form of Tender Appendix B Tendering Declaration Appendix C Freedom of Information Exclusion Schedule Appendix D Documents to be Returned Appendix E Drawings Appendix F Specialist Quotations



Tender Programme 1.2 The anticipated tender programme is as follows:

Date Stage

31st July 2020 Invitation to Tender

12th August 2020 Tender Return Date (12 noon)

14th August 2020 Tender Evaluation

17th August 2020 Contractor Appointment

17th August 2020 CDM Planning Period (Lead in)

TBC Start on Site (Preliminary date)

4 weeks from date of possession

Completion and Project Handover

When the successful contractor has been notified they shall provide a delivery programme to highlight commencement and completion of the works over the 4-week contract period. Should the contractor not agree with the time scales associated they must declare this on their delivery programme.

Obligations to Tenderer and Tender Pricing Documents

1.3 Tenderers must ensure that they are fully familiar with the nature and extent

of the obligations of the Instructions to Tenderers and Conditions of Tender, Tender and Pricing Document and be aware that the performance standards will be strictly enforced. The Tenderer will be deemed to have read, examined and accepted the Instructions to Tenderers, Tender and Pricing Document and the requirements contained therein prior to the submission of the Tender. It is the responsibility of Tenderers to obtain themselves, at their own expense, all information necessary for the preparation of their tender.



1.4 This Invitation to Tender is intended for the addressee only. If you intend using Sub-contractors to help fulfil the Contract, this must be clearly stated within your response.

Accuracy 1.6 You are advised to check the accuracy of your Tender prior to submission.

Form of Submission

1.7 Tenderers shall complete and return the items listed in Appendix D –

Documents to be returned. 1.8 The Form of Tender must be submitted duly signed. Any items for which you

are unable to offer a price should be identified. Any other revisions to the Tender may invalidate the tender submitted.

Expenses/ Losses 1.9 The Client will not be responsible for payment of costs, expenses or losses

which may be incurred by any Tenderer in the preparation and submission of their Tender, including site visits, attending pre or post contract presentations/ interviews or negotiations in connection therewith.

Format of Tender Submissions 1.10 All tenders are to be returned to the Client as detailed in section 1.34 of this

document. 1.11 The Client cannot undertake to give consideration to any tender submitted

otherwise, including telephone, email, and facsimile.



1.12 The closing time and date for receipt of tenders is 12:00 noon on 12th August 2020. Any tender submissions received after the closing date will be rejected. Suppliers must ensure that they leave adequate time prior to the closing date to submit their response.

1.13 Tenders not in accordance with these instructions will be rejected. 1.14 Tender responses will not be opened until after the closing date for receipt

of tenders has elapsed.

Unsuccessful Tenders 1.15 Notification of proposed award of contract will be given to all tenders during

which time, unsuccessful tenderers may request a de-brief from the Client in respect of their tender submission and evaluation itself.

Successful Tender 1.16 An authorised representative from the Client Company (or approved

representative) will notify the successful tenders.

Invitation to Tender Material 1.17 ITT material means information issued to the Tenderer by the Client or on its

behalf, or to which the Tenderer has been given access, for the purposes of this ITT. ITT material remains the property of the Client or other owners and is released solely for the purpose of tendering.



1.18 Return of ITT Material: In the event that a recipient of ITT Material decides not to participate in the submission of a tender, the ITT Material shall be returned to its place of issue without delay. If a tender is submitted to the Client, the ITT Material may be retained by the Tenderer until the result of the competition is known. In the event that the Tenderer’s bid is unsuccessful the ITT Material shall be returned to its place of issue without delay. This will not apply to written material as it is sent out electronically.

1.19 Intellectual Property Rights in ITT Material: The Intellectual Property in ITT

Material will belong to the Client or a third party. The ITT Material may only be used for the purpose of responding to this ITT and shall not be copied or disclosed to anyone other than employees of the Tenderer involved in the preparation of the tender, without the prior written approval of the Client. Client or the third-party owner may suffer damage for which compensation may be sought from a Tenderer, if the Tenderer discloses the ITT Material other than to employees involved in the tender preparation or uses the ITT Material other than for the purpose of tendering.

Consultants, Contractors, Sub-Contractors and Suppliers 1.20 It is the responsibility of Tenderers to provide proposed Sub-Contractors and

Suppliers where applicable for all the technical and commercial information necessary to allow those potential Sub-Contractors and Suppliers to provide their proposals to the Tenderer. Client will not answer to any direct approach from such potential Sub-Contractors and Suppliers for details of any particular Invitation to Tender.

1.21 Tenderers are required to submit with their tender a schedule of all proposed

Sub-Contractors, Suppliers and other Service Providers to be involved in the design delivery of the services.



Errors in Tenders 1.22 Tenderers will be given the opportunity to either stand by any genuine errors

in their pricing or withdraw from the tendering process.

Confidentiality 1.23 Tenderers are to note the following:

They must not communicate any figures or other information indicating tender prices to any third party before the time set for the return of Tenders. (The only exception to this requirement is for the obtaining of insurance quotations, such information to be given in strict confidence).

They must not obtain or try to obtain any information in connection with any other Tender before the time set for the return of Tenders.

They must not make or discuss any arrangement with any third party regarding whether or not they should tender, or about their, or any other party’s Tender.

They shall not, without any prior approval in writing, take, or authorise the taking of, any photographs of any project for use in publicity or advertising or publish alone, or in conjunction with others, any articles, photographs or other illustrations relating to any project or any part thereof, nor impart to any publication, journal, newspaper, film or any radio or television programme any information relating to any project.

Tenderers are required to submit a signed ‘Declaration’ as provided for return with their tender.



Tender Queries 1.24 During the tender period all queries should be made via Jarrad Edwards at

Make Consulting Limited email: [email protected] 1.25 All written tender queries will be endeavoured to be acknowledged within 3

working days.

Tender Information/ Revisions 1.26 At any time after the issue of the Invitation to tender, the Client reserves the

right to issue changes to Tender Information/ requirements. Tenderers, when preparing their submissions, must, as with the information generated by Tender Queries and Responses take these changes into account in drawing offer(s).

1.27 No alterations or qualifications to any of the tender documents shall be

made unless they have been agreed in writing by the Client. 1.28 The purpose of this Invitation to Tender is to elicit an unequivocal bona-fide

tender which is capable of acceptance for the purpose of appointing a contractor.

1.29 The Tenderers submission should not include any brochures or commercial

information.

Tender Acceptance 1.33 The Client does not bind itself to accept the lowest or any tender and may

refuse to consider any Tender which is incomplete or qualified in any way or not completed in strict accordance with the instructions contained within the invitation tender.

mailto:[email protected]



Tender Return Information 1.34 All tender returns must be sent to the following: Return Tender via email and marked as the following:

TENDER: The Becket School – Drama Studio – Tanking Works

Email: [email protected]

Please do not cc any other representative of Our Lady of Lourdes Catholic Multi Academy Trust or Make Consulting Limited into the tender submission.

mailto:[email protected]



Section 2 Preliminaries



JCT MINOR WORKS BUILDING CONTRACT

The Contract: JCT Minor Works Building Contract 2016 Edition. Requirement: Allow for the obligations, liabilities and services described.

THE RECITALS

First - THE WORKS The work comprises: Drama Studio tanking and associated works Location: The Becket School, Wilford Lane, West Bridgford, Nottingham NG2 7QY

Second - CONTRACT DOCUMENTS Contract drawings: As listed in Clause A11 / 110.

Contract documents: The following have been prepared which show and describe the work to be done: Contract Drawings and Contract Specification

Third - PRICED DOCUMENTS Documents to be priced or provided by the Contractor: Priced Contract Specification

Fourth – CONSTRUCTION INDUSTRY SCHEME The status of the employer is as stated in the contract particulars

Fifth – THE CONSTRUCITON DESIGN AND MANAGEMENT RGEULATIONS The status of the project is as stated in the contract particulars

Sixth – FRAMEWORK AGREEMENT The Contract is not supplemented by a Framework Agreement.

Seventh – Supplemental Provisions 1 to 6 is as stated in the contract particulars



THE ARTICLES

3 - ARCHITECT/ CONTRACT ADMINISTRATOR Architect/ Contract Administrator: See clause A10/140.

4 - PRINCIPAL DESIGNER Principal Designer: See clause A10/150.

5 – PRINCIPAL CONTRACTOR Principal Contractor: See clause A10/130. CONTRACT PARTICULARS

Fourth Recital and Schedule 2 - BASE DATE Base date: Ten days prior to tender return.

Fourth Recital and clause 4.2 - CONSTRUCTION INDUSTRY SCHEME (CIS) Employer at the Base Date is NOT 'contractor' for the purposes of the CIS.

Fifth Recital - CDM REGULATIONS The project is not notifiable.

Sixth Recital – The sixth recital will be deleted.

Seventh Recital and Schedule 3 - SUPPLEMENTAL PROVISIONS



Collaborative working: Paragraph 1 applies Health and safety: Paragraph 2 applies Cost savings and value improvements: Paragraph 3 applies Sustainable development and environmental considerations: Applies Performance indicators and monitoring: Does not apply Notification and negotiation of disputes: Applies Where paragraph 6 applies, the respective nominees of the parties are: Employer's nominee: Martin Hodge of Make Consulting Limited Contractor's nominee: TBC Or such replacement as each party may notify to the other from time to time.

CLAUSES

Clause 2.2 - COMMENCEMENT AND COMPLETION Date for Commencement of the Works: To be agreed Date for Completion: 4 weeks from Date of Commencement of the works (to be agreed).

Clause 2.8 - LIQUIDATED DAMAGES At the rate of £178.52 per day or part thereof.

Clause 2.10 - RECTIFICATION PERIOD Period: Twelve months from the date of practical completion.

Clause 4.3 – INTERIM PAYMENTS The first due date is: One month from commencement of the work, and thereafter the same date in every month or the nearest Business Day in that month.

Clause 4.3 - PERCENTAGE OF THE TOTAL VALUE OF THE WORK ETC. Percentage: 95 per cent.



Clause 4.3 - PERCENTAGE OF THE TOTAL AMOUNT TO BE PAID TO THE CONTRACTOR ON OR AFTER PRACTICAL COMPLETION Percentage: 97½ per cent.

Clause 4.3 and 4.8 – FLUCTUATIONS PROVISION Schedule 2 (Contribution, Levy and Tax Changes): Does not apply. Percentage to be added for Fluctuations Option: N/A

Clause 4.8.1 - SUPPLY OF DOCUMENTATION FOR COMPUTATION OF AMOUNT TO BE FINALLY CERTIFIED Period: 1 month from the date of practical completion.

Clause 5.3 - CONTRACTOR'S INSURANCE - INJURY TO PERSONS OR PROPERTY Insurance cover (for any one occurrence or series of occurrences arising out of one event): Not less than £10,000,000.00.

Clauses 5.4A, 5.4B and 5.4C - INSURANCE OF THE WORKS ETC - ALTERNATIVE PROVISIONS

Clause 5.4B (Works and existing structures insurance by Employer in Joint Names): Applies

Clauses 5.4A.1 and 5.4B.1.2 - PERCENTAGE TO COVER PROFESSIONAL FEES Addition: 15 per cent.

Clause 7.2 - ADJUDICATION The Adjudicator is: A member of the Royal Institution of Chartered Surveyors. Nominating body: Royal Institution of Chartered Surveyors.

Schedule 1 paragraph 2.1 - ARBITRATION Appointor of Arbitrator (and of any replacement): President or a Vice president of:

The Royal Institution of Chartered Surveyors.



THE CONDITIONS SECTION 1: DEFINITIONS AND INTERPRETATION SECTION 2: CARRYING OUT THE WORKS SECTION 3: CONTROL OF THE WORKS SECTION 4: PAYMENT SECTION 5: INJURY, DAMAGE AND INSURANCE SECTION 6: TERMINATION SECTION 7: SETTLEMENT OF DISPUTES The Contract: Will be executed as a deed.



Section 3 Schedule of Works

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2213-536/Contract Documentation/Tender Documentation/Work Schedules ©Make Consulting Limited


MEASUREMENT Quantities stated within the specification item are for the guidance of the contractor

in pricing. However, the Contractor shall be aware that this is not a quantities based contract, and, as such he will be deemed to have visited the site to ascertain the full extent and nature of the various works described and indicated on the contract drawings.

No claims shall be considered which result from a lack of knowledge and discrepancy

from information reasonably obtained from on site investigations. All areas and measurements provided are provisional in nature and are subject to

remeasure at the appropriate rate.

GENERAL REQUIREMENTS The Contractor shall note that the items contained in the Works Schedule have been

described in reasonable detail, but the Contractor shall consider them in conjunction with the working drawings, details, manufacturer’s recommendations and the actual work on site, and shall allow in his prices for everything necessary for carrying out the works in the best manner whether specifically mentioned or not.

Where approximate quantities are stated, they are for guidance only and the

Contractor is advised to make his own assessment of the actual quantities required by visiting site prior to submitting a tender.

No alterations or qualifications of any kind are to be made by the Contractor to this

Specification without written agreements of the Contract Administrator. Unless stated otherwise the contractor is to allow for the supply of all material

associated with the works. No works to be started without prior arrangement with the Contract Administrator

and agreement of the Programme of Works. No claims for loss of time and other charges will be entertained should the above procedure not be complied with.

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Site inspection to be undertaken with the Contract Administrator within two working days of date of possession to agree extent of works to be exposed/removed prior to stripping.

Provide all necessary temporary protection to maintain the property in a secure and

weather tight condition throughout the duration of the works. Temporary security fencing must be provided for secure the works area and

compound, even for works being undertaken during holiday periods. No claims will be considered which result from lack of the awareness and knowledge of the site. Heras fencing panels shall be of 30 gauge only and a minimum of 2.0m high double clipped.

Unless otherwise stated all debris and redundant materials are to be carted from site

and disposed of in accordance with all current legislation regarding disposal of waste materials. Disposal of waste materials is to be conducted in accordance with the Contractors Site Waste Management Plan. All disturbed surfaces are to be made good prior to installation of new.

Report immediately to the Contract Administrator any suspected asbestos based

materials discovered during the works that have not been identified already, and work should stop immediately. Avoid disturbing such materials and agree with the Contract Administrator a safe method of removal/encapsulation. Work can only commence following written approval from the Contract Administrator.

If the material which the sample represents is to be stripped, removed or disturbed

in any way then arrangements must be made to comply with the Control of Asbestos Regulations 2012, and any other relevant legislation.

The Contractor shall ensure that all material and workmanship comply with

Regulation 7 of the Building Regulation 2010, relevant British and European Standards.

All staff are to be DBS checked and wearing company ID/Insignia at all times. DBS checks must be provided at least 7 days prior to commencement with a list of any convictions to the client.

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Asbestos Based Materials

A School constructed in 2008 therefore it is anticipated no asbestos will be present. B Contractor should take care with all works and should any material be identified as

possible asbestos, report immediately to the Contract Administrator (CA) any suspected asbestos based materials discovered during the works that have not been identified already, and work should stop immediately. Avoid disturbing such materials and agree with CA a safe method of removal / encapsulation. Work can only commence following the written approval of the CA.

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ENABLING WORKS Contractor is to allow for all enabling works so as to allow for the undertaking of the tanking. The contractor is responsible for managing the level of dust and provide, extraction and / or fresh air within the working area. The contractor must ensure the door between the dinning room and drama room is sealed preventing dust getting into this space. School lunches etc. cannot be interrupted. Core Sample Prior to commencing the work, and in the presence of the CA, undertake a core sample of the floor structure to provide details of the existing structure. Strip Out All strip out works including breaking out of concrete, finishes must be undertaken during either the school holiday or weekend working. For the purpose of the tender assume free access in the final week of the school holidays with an assumption that any other further strip out work will need to be over a weekend period. Remove and dispose all drylined wall including all associated items; head and base tracks, battens, insulation, skirting and the like. Full height of wall is to be stripped. Free access is required to the blockwork walls – isolate, disconnect and remove all services running behind the existing drylining. Retain on site all radiators for reinstallation. Remove and dispose the floor covering, screed and insulation. Remove all fixtures and fittings as required to undertake tanking works, and retain on site for reinstallation.

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Preparation Prepare the floor slab as required by the specialist contractors as per their quotation.

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DAMP PROOFING Works can be undertaken during normal working hours. For the purpose of the tender option 2 is to be carried forward to the form of tender. It is the Contractors duty to ensure that all enabling, preparation and reinstatement works as required by the specialist sub contractors are included within this tender.

Option 1 Type A Tanking System undertaken by Midland Preservation as per Quotation dated

11th March 2020. Option 2 Hybrid Type A & Type C Tanking System undertaken by Peter Cox as per Quotation

dated 30th July 2020. All items excluded within Peter Cox’s quote are to be undertaken by the Main

Contractor; Forming of sump & drainage channels Electrical works to the pump Connection into local gulley Please refer to quotation and detail to other items.

To include for battery back up, but no requirement for additional pump monitoring.

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REINSTATEMENT Works can be undertaken during normal working hours. Existing construction can be found on Horsley Huber Architects drawing 219 RevA.

Please note, this is a tender drawing for the original construction, and all details are to be confirmed by core sample.

Walls Lafarge galvanised metal dry liner channel and bracket system to give 30mm void,

100mm gauge Visqueen dpm, finished with 1 layer of 12.5mm Lafarge dB Check board and 1 layer of 12.5mm Lafarge multi-check board and skim fixed to brackets. Void between metal studs to contain 25mm thickness of glasswool acoustic insulation slabs having a minimum density of 24kg/m3.

Pre primed softwood skirting in size and profile to match existing within school. Floors - Insulation 75mm Kingspan TF70 Thermafloor Insulation. Floors – Screed Prior to laying screed, ensure substrate is dimensionally stable, clean dry, free from

any rising damp, without cracks, free from dust and loose, crumbling parts. It must present a degree of stability suitable for its use. The screed to be covered must be separated from all vertical elements by means of a band of flexible material with a thickness of ≈ 8 – 10 mm, along the entire height of the screed. The structural joints present in the substrate must be created accordingly also in the thickness of the screed.

75mm screed including vertical insulation to perimeter. To be power float finished

suitable for receiving floor finish.

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Expansion joints to be provided at thresholds, niches, corners, edges, wall openings

and fractionizing joints in the case of large continuous surfaces. Floors – Steps Re-construct timber steps, in same configuration and construction as existing.

Min 50mm to tread and riser, stair nosings from Gradus. Nosings to be cut to suit drilled and fixed with woodscrews and adhesive. Do not drive screws fully home until the adhesive is ready for final gripping and setting. Nosing inserts to be from Gradus; colour: TBC

Floors – Finish Taraflex Sport M Performance vinyl sheet flooring. Sheet vinyl manufactured by:

Gerflor Ltd, Wedgnock House, Wedgnock Lane, Warwick, Warwickshire, CV34 5AP. Tel: 01926 622600 Email: [email protected]. Web: www.gerflor.co.uk

Sheet vinyl to be installed strictly in accordance with manufacturer’s guidelines and

to BS 8203. Allow for sealing floor covering to entire perimeter with an appropriate silicone

sealant.

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Decoration Decoration to all new and disturbed walls and timber within the drama studio.

Paint Finish – Plaster New plaster: allow 1 no. mist coat prior to final finishing coats made up of 1

part water to 10 parts paint 2 no. full finishing coats tough cleanable water based emulsion with smooth

mid sheen finish Scrub ratings: Class 1 ISO 11998 and Type C BS 7719 Colour: TBC

Paint Finish – Timber New or bare wood: allow 1 no. undercoat 2 no. full finishing coats solvent borne durable high gloss Colour: TBC

Fixtures and Fittings Reinstall all retained fixtures and fittings. Services Reinstate all electrical services and test to ensure correct operation. Reinstate all mechanical services and test to ensure correct operation.

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WELFARE Welfare facilities to be provided by Principal Contractor for the duration of the

contract.

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COMPLETION Upon completion, the Contractor is to ensure that any disturbed areas are made

good.

Ensure the entire site and all areas affected by the works are left clean and tidy. Remove all debris and any redundant plant and materials from the site.

Allow for thorough clean down of all surfaces including any windows, soffits etc affected to the satisfaction of the Contract Administrator prior to handover.

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PROVISIONAL SUMS No provisional sums, all works should be measured. A general client contingency will be held.

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2213-614/Contract Documentation/Tender Documentation/Work Schedule/July 2020 ©Make Consulting Limited


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Section 4 Contingency Sums


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4.0 - Contingency Sums Include the following contingency for expenditure upon the instruction of the Contract Administrator. Allowance for Unforeseen Works £5,000.00



Section 5 Final Summary


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5.0 - Final Summary Section 1 – Invitation to Tender Section 2 – Preliminaries and General Conditions Section 3 – Works Schedule Section 4 – Contingency Sums

Appendix A Form of Tender

Form of Tender

For The Becket School – Tanking Works On Behalf of Our Lady of Lourdes Multi Academy Trust

I/We having read the Conditions of Contract and the Specification and Drawings delivered to me/us do hereby offer to execute and complete the whole of the works described for the following Fixed Price Sum: ……………………………………………………………………………………….…………….…………………… ………………………………………………………………………….……….(£…………………………………...)

(20% VAT £………..………….)

I/We undertake in the event of your acceptance to execute with you a Form of Contract embodying all the conditions and terms contained in this offer. I/We understand that the cost of preparing this tender is to be borne entirely by the Contractor. I/We agree that this is a wholly bona-fide tender and the tender price will not be divulged to any person or body before the time for the submission of the tender. I/We agree that the Employer will observe the general principles contained in JCT Practice Note 2017

I/We undertake to complete the Works within the period stated in the specification. I/We understand that the lowest or any tender will not necessarily be accepted.

I/We understand that this tender remains open for consideration for 180 days from the date fixed for the submission of tenders. Dated this…………………………………… day of ……………………………………………… 2020 Name of Contractor:………………………………………………………………………………………… Registered Office:………………………………………………………………………………………......... …………………………………………………………………………………………………………………………. Signature of Contractor:…………………………………………………………………………………... This tender must be returned no later than date and time detailed on the Invitation to Tender

Appendix B Tendering Declaration

Tendering Declaration Works: The Becket School – Tanking Works

Page 1 of 3 In response to the Invitation to Tender for The Becket School – Tanking Works , I/We, the undersigned, confirm that in submitting a tender against this contract that I/We 1 declare that to the best of my/our knowledge the answers submitted and information

contained in this document are correct and accurate. 2 understand that the information submitted within this tender will be used in the selection

process to assess my/our organisations suitability to be awarded the Contract. 3 understand that the Customer may reject this submission in its entirety if there is a failure

to answer all the relevant questions fully, or if false/misleading information or content is provided in any section.

4 certify that I/We have not done, and I/We will not, at any time before the notification of

tender results, do any of the following: 4.1 Communicate to any person other than the person calling for the tenders the amount or

approximate amount of the proposed Tender, except where the disclosure, in confidence, of the approximate amount of the tender is necessary to obtain insurance premium quotations required for the preparation of the tender;

4.2 Enter into any agreement or arrangement with any person that he/she shall refrain from tendering or as to the amount of any tender to be submitted;

4.3 Offer to pay or give or agree to pay any sum of money or valuable consideration directly or indirectly to any person for doing or having done or causing or having caused to be done in relation to this or any other tender or proposed tender for the said work any act or thing of the sort described above. In the context of this clause the word ‘person’ includes any persons and any body or association, corporate or unincorporated; and ‘any agreement or arrangement’ includes any such transaction, formal or informal, and whether legally binding or not.

5 undertake that this offer shall remain valid and open for acceptance for a period of 90

days from the date of submission unless specifically withdrawn in writing.

Page 2 of 3 Tendering Declaration Continued… 6 understand that the Customer is not bound to accept any tender it receives. 7 contract and agree, on the acceptance of this tender, in whole or part, to perform the

services detailed in the Specification, at the prices and terms quoted, and in accordance with the terms and conditions of the Contract.

8 accept the terms and conditions of the Contract set out in the Invitation to Tender, to

which this tender is my/our response, and I/we undertake to perform any contract awarded as a result of this tender in strict conformity with those terms and conditions.

9 understand that my/our responses to the questions posed in this Invitation to Tender

including any explicit or reasonably implied undertakings, will form part of any contract subsequently entered into between myself/ourselves and the Customer.

10 confirm that if our tender is accepted we will, if required, upon request and without delay: (a) Produce evidence that all relevant insurances and compliance certificates with relevant

legislation and policy are held and in force; (b) Sign a formal contract document if required; 11 confirm that I/we understand and will comply with the retrospective rebate provision as

detailed in Section 2, Introduction and key contract requirements, of the Invitation to Tender, Part A, supported by clause 16 in the terms and conditions of the Framework Agreement.

12 agree that unless and until a Contract is prepared and executed, this tender, together

with your written acceptance thereof, shall constitute a binding contract between us. 13 certify that the information supplied is accurate to the best of my/our knowledge and

I/we accept the conditions and undertakings requested in this Invitation to Tender. I/We understand that false information could result in my/our exclusion from further participation in this and future tender processes.

Page 3 of 3 Tendering Declaration Continued…

14 Am/are aware of the consequences of serious misrepresentation. This Tendering Declaration should be signed by a director, partner or other senior authorised

representative in his/her own name and on behalf of the organisation. SIGNED by ___________________________________ (Designation e.g. Director) Name in capitals ____________________________________ For and on behalf of ____________________________________ Date ____________________________________

Appendix C Freedom of Information Exclusions Schedule

Freedom of Information Exclusions Schedule

Tenderers’ attention is drawn to the Conditions of Tender and the Terms and Conditions of the Contract. As a public body, the Customer is subject to the provisions of the Freedom of Information Act 2000 (FOIA) in respect of information it holds (including third-party information). Any member of the public or other interested party may make a request for information. The Customer shall treat all Tenderers' responses as confidential during the procurement process, but may receive requests information after the Contract is awarded which it will need to consider, applying the principles of the FOIA. More information is available on www.ico.org.uk While the Customer aims to consult with third-party providers of information before it is disclosed, it cannot guarantee that this will be done. Therefore, Tenderers are responsible for ensuring that any confidential or commercially sensitive information is identified to the Customer below. Tenderers are advised to refer to the FOIA to determine what they are entitled to identify as confidential or commercially sensitive. Simply stating that the entire document is confidential or commercially sensitive is unlikely to be acceptable and Tenderers should note that ultimate disclosure of information is at the sole discretion of the Customer. Failure to complete the below will result in the Customer considering that none of your tender submission is confidential or commercially sensitive. Tenderers should state below which items of information (if any) supplied by them in their tender they regard as confidential or commercially sensitive or which should not be disclosed in response to a request for information under the FOIA. Tenderers should state why they consider the information to be confidential or commercially sensitive. Confidential or commercially sensitive information I believe that the following information is commercially sensitive:

Page 1 of 2

http://www.ico.org.uk/

Freedom of Information Exclusions Schedule continued… The information above should not be disclosed to any third party for the following reasons (references to the Freedom of Information Act 2000 would be helpful): The information should be treated as confidential or commercially sensitive until the following date(s): SIGNED by ___________________________________ (Designation e.g. Director) Name in capitals ____________________________________ For and on behalf of ____________________________________ Date ____________________________________

Page 2 of 2

Appendix D Documents to be Returned

Documents to be Returned

I/We hereby acknowledge the return of the following documentation by email:

Tick as appropriate

1 Form of Tender (Appendix A)

2 Tendering Declaration

3 Freedom of Information Exclusion Schedule

4 Priced Works Schedule

5 Priced Section 5 (Contingency Sums)

6 Priced Section 6 (Final Summary)

7 Delivery Programme

8 A6. Non – Price Method Statement

Signed:

Date: Position: Company/Organisation:

The Becket School Drama Studio - Tanking Works

Appendix E Drawings

S

how

er

Refuge

M

HD

Electric

riser

stairw

ell

T114

Electric

riser

Electric

riser

SIXTH

FORM

ENTRANCE

MAIN

ENTRANCE

PUPILS

ENTRANCE

WC

C162b

LOB

BY

C162a

STORE

T112

IT RO

OM

T107

LAUNDRY

T109

FOO

D

T108

TECHNOLO

GY

T111

MULTI M

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T113

T110

C O R R I D O R

C O R R I D O RT106

DIS. WC

T124

STORE

T119

CL. STORE

T123

ELECTRICAL

SWITCHROOM

T104

COMMS

CPBD

T103

STORE

T122

PRODUCT DESIG

N 1

T120

PLANT ROO

M

T105

TECHNOLOGY

OFFICE

T121

MACHINES

T117

MATERIALS

T116

STORE

T118

PRODUCT DESIG

N 2

T115

T101

UP

T102

Rad

HD

HD

BOYS TOILETS

C140

GIRLS TOILETS

C139

Rad

HD HD

MATH

S

CLASSROO

M 2

C141

MATHS

CLASSROO

M 1

C138

MATHS

CLASSROO

M 3

C142

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C136

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C137

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SH115

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SH116

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CLASSROO

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1

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SH121

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M

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C146

C131

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M 2

C147

LAPTOP STORE

C127

CLEANER

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MALE

C129

LIFT

FEMALE

C130

SICK BAY

C125

HYGIENE

C124

REPRO

GRAPHICS

C123

MEDICAL

OFFICE

C108

HEAD TEACHER

C122

C109

ADMIN

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C121

PUPIL CALL

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FINANCE

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C106

ADMIN

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C104 MAIN

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01m 2m 3m 4m 10m5m

P r e l i m i n a r yF o r A p p r o v a l

T e n d e r I s s u e

C o n s t r u c t i o n I s s u e

P l a n n i n g I s s u e B u i l d i n g R e g . I s s u e

A s B u i l t

© copyright

D r a w i n g I s s u e N o t e s :

R e v I s s u e D a t e R e v i s i o n N o t e s :

R e v i s i o n

P r o p e r t y R e f

D r a w i n g N o .

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C h e c k e d

G e n e r a l N o t e s

F u r n i t u r e L a y o u t I s s u e

The Becket School - Drama Studio

Our Lady Of Lourdes Multi Academy Trust

Room Location Plan

2213-616-001

20-07-2020

A3 @ 1:500

HR

JE

Copyright of this drawing belongs to Make Consulting and its

subsidiary and associated companies and no part thereof may be

reproduced or utilised in any way whatsoever without the prior written

consent of Make Consulting.

DO NOT SCALE

Figured dimensions shall be taken in preference to scaled

dimensions and any discrepancies or errors are to be referred to the

Designer. Contractors, sub-contractors and suppliers must verify all

dimensions on site before commencing work or making any

fabrication drawings.

AutoCAD SHX Text

Ground Floor Layout

1:25

Client

Job

Drawing

Job No

Drawing No

Revision

preliminary for comment for approval

for tender construction as built

JAN.08lwlScaleDateDrawn Checked

h o r s l e y h u b e r a r c h i t e c t s l t d

3012

Do not scale. Check all dimensions on site. This drawing is copyright

London 10 Goldhawk Mews Shepherds Bush W12 8PA telephone 020 8811 1400 fax 020 8811 1777 email: [email protected]

Stafford Castleberg studios 134 Newport Road ST16 2HB telephone 01785 251238 fax 01785 257843 email: [email protected]

Rev

219Vertical SectionsBalcony & Drama Gables.

REPLACEMENT SCHOOL

THE BECKET SCHOOLNOTTINGHAM

CO

NS

TRU

CTI

ON

ISS

UE

A

A Drama Room steel heights amendedWall Intake / Extract Duct added. Aug 08

332

305

3600

3600

1800

305

4275

455

302

3675

445

332

2600

2600

2600

2600

3000

302

Drawing to be read in conjunction with HHA Detail Section drawings numbered 3012-61, together with all relevant Ward Cole Structural Engineer's drawings and details.

4274

175mm thick RC30 reinforced concrete floor slab to Structural Engineers detailed design.

Perimeter insulation upstand at abutments.

Foundations to cavity walls and columnbases to Structural Engineer's details.Top of base level -675mm below FFL.

Lean mix concrete fill to cavities.Maintain 75mm between the top

of the fill and the adjacentground level and minimum

225mm to the perimeter groundfloor dpc.

MATHS CLASSROOM 7C133

COMPUTER ROOM 3C231

Void

Void

All skirtings to wall perimeters to be100x18mm bull-nosed moisture resistant MDF profile as indicated. Skirtings fixed through timber packer into masonry and mastic sealant applied between packer and skirting and at abut joints of skirting lengths to assist with reducing air leakage.

CWF36

CWG34

CWS15

CWS16

Approximate Ground/Paving level

Floor steel457 x 152 x 82 UBwith top flange extension plate + Ledger angle

Floor steel457 x 152 x 82 UB

Alumasc waterproofing lapped into andsealed with masonry up-stands to roof perimeter. The waterproofing is to form a fully 'tanked' watertight roof structure.

Coping Stone at head of parapet wall fixed to 160 x 80galvanised RHS rail and post frame located inside

cavity of parapet wall as indicated. Support rail, postsand fixings in accordance with the Structural Engineers

design and details. Steel posts to be fixed to floorbeam with plate to top of main steel floor beam and

cleated into beam web as indicated.

Proprietary weep-hole in vertical blockjoints at max 900mm centres.

One block course height proprietary cavity trayand weephole system to perimeter external

walls at ground floor level. Cavity tray lappedand sealed with wall damp proof course as

indicated. See other note re weep-hole inserts.All dpc's, dpm's cavity tray to be a proprietary

BBA certified system such as RuberoidPermabit or equal to suit the construction and

detailing.

Glasroc Firecase S fire protection board to structural steelwork beams supporting floor over. Firecase cladding to be 15mm thickness to provide minimum 60 minute fire resistance fixed to Gypframe GA1 steel angles and treated sw timber noggings as shown.System fixed in full accordance with the manufacturers details and recommendations to provide the required fire resistance.

Perimeter of paving at abutments to be filled with rounded river washed surface ballast as necessary to minimilise cutting of paving slabs.

External cills formed with standardspecial plinth stretcher facing

bricks to match Ref PL3.1.with standard projection and

over-hang of window section toVELFAC details.

Plinth brick wrapped in dpcmaterial as indicated.

External Wall 372mm thick.Return at Balcony Gable

above DPC comprising of :-Facing Brickwork.

External cavity wall constuction of 102mm facingbrickwork/blockwork outer leaf, brick specification

to be agreed,with 130mm cavity and part fill of100mm Crown Dritherm 32 glass/mineral wool

cavity slab and an internal leaf of 140mm7.0N/mm2 Tarmac Topblock Toplite or similar

standard aircrete blockwork with a thermalconductivity of not less than 0.19 W/mk. Generallyinternal linings to be 12.5mm Lafarge Multi-Check

board and skim on plaster dabs.Perimeter of all dry linings to be fixed by continuous

dabs to minimise air leakage.Leaves of masonry to cavity walls to be tied

together using austenitic stainless steel, verticaltwist type wall ties, Ancon ties, as specified by the

Structural Engineers at max 450mm vertical and900mm horizontal centres all to suit cavity widthand construction in accordance with the Building

Regulations, BS5628-1, BS EN 845-1 and DD140.Vertical c/c's reduced to 225mm around openings

in external walls.Leaves of masonry to be constructed off proprietary

damp proof course, Ruberoid Building ProductsPermabit High Performance bitumen polymer damp

proof course or equal approved, to be minimum150mm above external ground/paving levels.

Total external wall construction to achieve a Uvalue of 0.25W/m2K or better.

Note: All masonry bed joints and perpends shallbe fully filled to assist with air leakage issues.

BCa

BSCa

Coping Stone ref: BCaString Stone ref: BSCa

HHA. Detail drawing No. 189.

160 x 80 RHS rail

160 x 80 RHS rail

O/all parapet wall thickness

Aluminium eaves trim by ALUMASC typical enlarged section seeHHA. Detail drawing No. 174 (sheet 9).

175mm thick RC30 reinforced concrete floor slab to Structural Engineers detailed design.

Perimeter insulation upstand at abutments.

DramaC156

Void

Void

CWS15

Alumasc waterproofing lapped into andsealed with masonry up-stands to roof perimeter. The waterproofing is to form a fully 'tanked' watertight roof structure.

Proprietary weep-hole in vertical blockjoints at max 900mm centres.

Glasroc Firecase S fire protection board to structural steelwork beams supporting floor over. Firecase cladding to be 15mm thickness to provide minimum 60 minute fire resistance fixed to Gypframe GA1 steel angles and treated sw timber noggings as shown.System fixed in full accordance with the manufacturers details and recommendations to provide the required fire resistance.

Perimeter of paving at abutments to be filled with rounded river washed surface ballast as necessary to minimilise cutting of paving slabs.

BCa

160 x 80 RHS rail

160 x 80 RHS rail


Parapet Wall 305mm thick.Return end at Balcony Gable

Above stone string course comprising of :-External Facing Blockwork 100mm thk,by

Forticrete architectural texturedmasonry.105mm cavity Internal Facing

Blockwork 100mm thk, by Forticretearchitectural textured masonry

built off top of floor steelwork

Parapet Wall 305mm thick.Return end at Balcony Gablecomprising of :- External Facing Brickwork 102mm thk, by Ibstock. with nom100mm cavity and Internal Facing Brickwork 102mm thk,by Ibstockbuilt off top of floor steelwork

Alumasc Skyline Designer Soffit and Fascia system to comprise of polyester powder coated 2mm (14 gauge) aluminium bull nose fascia and soffit panels supported off mill finished aluminium diaphragm support brackets fixed to suspended horizontal channels grid system as indicated. The soffit panel system to be complete with concealed fixings, pre-formed, fabricated, internal and external corners, and soffit end closures, mitre cover strips etc all as required and recommended by Alumasc. All panels and fascias to be butt jointed, with expansion gaps recommended as necessary, secured with pop rivets through profiled butt strap and clips.Panels to incorporate integeral down lighting units as per CPW design/specification.

Lead step and cover flashing code 4 turned under cavity tray into brickwork by at least 25mm. Lead to dress closely over slate by at least 150mm

Roof Structure/Finish: LAFARGE ROOFING LIMITED, Redland Cambrian reconstituted slate roof tiling at 20 degree roof pitch, colour slate grey, size 300 x 336mm with minimum 75mm and maximum 90mm head-lap.

Ruberoid Permabit DPCto underside of stone coping

finshed floor

Eaves Soffitheight

finshed floor

0 C0

C28

C81

C48

0.000mm

6075mm

3600mm

C36

C63

top of founds1.050mm

lower floor

C57

stone coping4275mm

0.675mm

Ceiling Void

225mm Concrete Slab & Walls, 675 deep all to StructuralEngineers design and details.

Lean mix concrete blinding to form base of Drama Room Structral Concrete floor Slab. Structural Engineer to confirm depthand concrete specification

ffl 0.675mm

Charcon Moordale textured slabs400 x 400 x 50. 150 x 50 concreteedging to path laid flat.

F5


332 grid to outside face of wall

Gable facing brickwork wraps aroundto side elevation 327.5mm as shown

675

ffl 0.000mm+

ffl 3.600mm+ffl 3.600mm+

ffl 7.200mm+

ffl 0.000mm+

External Wall 372mm thick. Returns at Drama Gableabove DPC comprising of :- Facing Brickwork.External cavity wall constuction of 102mm facing brickwork outer leaf, brick specification to be agreed,with 130mm cavity and part fill of 100mm Crown Dritherm 32 glass/mineral wool cavity slab and an internal leaf of 140mm 7.0N/mm2 Tarmac Topblock Toplite or similar standard aircrete blockwork with a thermal conductivity of not less than 0.19 W/mk.Inner lining to room side lined with Lafarge galvanised metal dry liner channel and bracket system to give 30mm void finished with 1 layer of 12.5mm Lafarge dB Check board and 1 layer of 12.5mm Larfarge Multi-Check board and skim fixed to brackets. Void between metal studs to contain 25mm thickness of glasswool acoustic insulation slabs having a minimum density of 24kg/m3.

External 342mm wall comprising of Facing brickwork outer leaf, 100mm cavity fully filled with Crown Dritherm 32 full fill cavity batts, inner leaf of 140mm thick Tarmac Toplite 7' aircrete block with 12.5mm Lafarge Multi-check/Toughcheck board and internal finish. (U value 0.25W/mK)

Parapet Wall 305mm thick.Return end at Balcony Gablecomprising of :- External Facing Brickwork 102mm thk,by Ibstock.nom 100mm cavity Internal Facing Brickwork 102mm thk, by Ibstock masonrybuilt off top of steelwork

Coping Stone ref: DCvHHA. Detail drawing No. 194.

DCv

STOREC163

675

Approximate Ground/Paving level

stone coping9000mm

C120

Eaves Soffitheight9675mm

C129

Aluminium eaves trim by ALUMASC typical enlarged section seeHHA. Detail drawing No. 174 (sheet 9).

Underside of composite steel roof/floor deck over to be lined with 50mm Lafarge Thermalcheck K plasterboard thermal laminate board with taped and filled joints

System to be Agrement certified, fully bonded by hot torching with 75mm side and 100mm end laps and all pressure rolled. All complete with Derbigum fillets, Korklite insulation up-stands, metal cover flashings, Harmer drainage products etc. all as recommended by the system manufacturer and installed by specialist Derbigum Approved operatives.

Flat Roof Covering: Roof Deck to be overlaid with Alumasc bitumen primer a vapour control layer of Alumasc HI-TEN universal bonded in hot bitumen, Alumasc derisifoam BGT taper system ridged urethane foam board thermal insulation to provide minimum "U" value of 0.20W/m2K.Insulation to be over-laid with a waterproof covering of Aumasc exterior building produvcts derbigum first layer of BS747 type 3G laid dry, intermediate layer of derbigum HI-TEN universal bonded in hot bitumen and top coat layer/capsheet of derbigum mineral light grey, sbs modified, polyester reinforced bitumen membrane.

Vertical Section BalconyGable End Grid ( D4)

Vertical Section BalconyGable End Grid ( K4) Vertical Section Drama Gable End Grid ( F5)

Vertical Section Drama Gable End Grid ( E5) Opp; Hand

Externally the walls and lower section of floor slab to have a DPM (proprietary tanking) applied. with all joints sealed,all over laid over with a cavity drainage membrane down to a perorated drainage piped system around the basement, which shall connect to a discharge pipe to connect to the nearest storm drain run. The pipe to be a min of 200mm below the finished floor level laid in a coarse gravel soaker surround with a geotextile membrane wrap.

Aluminium Verge trim by ALUMASC typical enlarged section seeHHA. Detail drawing No. 184 (Detail 4).

Coping Stone ref: BCaString Stone ref: BSCaHHA. Detail drawing No. 189.

Ruberoid stepped dpc / Cavity tray to suit extended cavity width with stop ends all to comply with BS 5628 Pt3:2001

CEILING VOID356 X 171 X 67 UB

UB floor beams with ledger platedetail as structural engineers details

610 X 305 X 149 UB

LIBRARYC202

305 x 127 x 37 UB PURLINnom 75 x 100 SW wall plate

The exposed floor soffit over the main entrance to be insulated with solid core insulation boards fixed directly to the soffit thickness to be confirmed

RAFTER

CXD01

CWG53

CWF66CWF67

Min 2000 gauge / 500 micron polyethylene damp proof membrane by Visqueen,or equal approved, BBA certified product, to groundfloor slab, turned up face of concrete wall and bonded to Bituthene 8000 tanking membrane using 150 Bitustik. Joint protected with Korkpak strip and Paraseal two part,cold applied polysulphide sealant to horizontal joint.

Bituthene 8000, self adhesive water and vapour proof tanking membrane applied to face of concrete pit wall prepared withPrimer B2. Bituthene LM to be applied to all internal and external corners prior to applying the overall membrane. Joints in sheets to be lapped and sealed min 50mm in accordance with the manufacturers recommendations.

Base slab to be protected using Preprufe waterproof membranelaid over concrete blinding with all roll ends and cut edges overlappedmin 75mm and secured with Preprufe tape. Membrane turned up vertical formwork lining. Concrete to achieve 10 N/mm2 compressive strengthprior to removing formwork and casting the drama room base and side walls. Bituthene tanking membrane to be protected with Servipak 3 protection boardto external face

400x200 intake duct passing understeel beam and widening to plenumbox 800x200 x min 300mm deep.External louvre 900x300. Detailrepeats on Grid E5 for extract duct.Refer to drwg WD-61 for cross section.

Part Elevation showing External Intake and Extract Louvreposition to Drama Room gable.

Brickwork opening formed usingJones of Oswestry Solid wall lintelSWHB/L/102 1200 long

Soffit of Steelwork fire encasement to be lowered locally to include 400x200 duct

610 X 305 X 149 UB

D4 K4

3235

3235

825 plenum

225

plen

um

900o/a louvre

300

o/a

louv

re

890 bwk dim

825

cv

cv

cv

cv

cv

cv

The Becket School Drama Studio - Tanking Works

Appendix F Specialist Quotations

Peter Cox Ltd Registered in England no. 2438126 at Riverbank, Meadows Business Park, Blackwater, Camberley, Surrey GU17 9AB. Ve

r 1

901

25

Our Ref: ENQ556157

Peter Cox Ltd Unit 5 Bromford Central Birmingham B82SE t 0121 326 6434 f 0121 3267242 w www.petercox.com e [email protected]

Mr Jarrad Edwards Make Consulting Pure Offices, Lake View Drive Annesley Nottingham NG15 0DT

30 July 2020

Dear Jarrad Property – The Becket School, The Becket Way, West Bridgford, Nottingham, NG2 7QY Subject To Contract

Thank you for the opportunity to provide a specification and quotation for the specialist designed, installed and warranted waterproofing system for this property. We have included a brief proposed schedule of works together with a costing for the items of specialist work that Peter Cox will be pleased to undertake for you. We were provided with a zip file which contained the relevant drawings. Design Considerations BS 8102:2009 Code Of Practice For Protection of Below Ground Structures Against Water From the Ground provides guidance on Waterproofing Types and also grades the end environment. BS 8102:2009 Environment Grades

Having reviewed the drawings, we would suggest a Grade 3 environment for the below ground areas. To achieve the desired grade along with compliance with BS 8102 and insurance providers, a Dual waterproofing System will need to be installed.

These could consist of:- Type A Waterproofing: Barrier Protection (Tanking) Type B Waterproofing: Structurally Integral Protection (Waterproof Concrete) Type C Waterproofing: Drained Protection (Cavity Drain Membranes & Construction Drained Cavities) Proposed Specifications In this instance we would recommend a dual Type A (Crystalline membrane) and Type C (Cavity Drained Membrane) System. This gives maximum protection but also ensures the system is serviceable and maintainable which will ensure its integrity even after the guarantee period. Please note, a full specification and detailed drawings will be provided prior to commencement onsite I have provided a tender detail drawing to highlight the proposal. Type A Barrier Protection – Primary Leak Stopping

Strengthen horizontal and vertical joints/corners with a watertight, fast setting and slightly expanding repair mortar bottle fillet.

Apply 2 even coats of Crystallising mineral waterproof slurry primary waterproofing layer.

Pipes and penetrations will be sealed as per manufacturer’s instructions.

Type C Drained Protection – Waterproofing

8mm Cavity Drainage Membrane is to be installed on internal face of retaining perimeter walls.

The membrane will terminate into a perimeter drainage channel

The drainage channels will terminate into a sump chamber incorporating 2 pumps and high water level alarm.

20mm Cavity Drained floor membrane will be laid over slab and sealed to the wall membrane

Pump electrical connection by main contractor.

Wall and floor finishes by main contractor.

Budget Costing For the design, supply and installation of the above to Comply with B.S.8102 & NHBC Chapter 5.4 :–

£21,819.00 + VAT

Guarantee

The specified works carry a 10 year guarantee.

In deciding on your preferred contractor to deal with the above, I would like to clarify that in addition to our 10 year guarantee; We carry Professional Indemnity insurance for design and Product Liability insurance for installation, so enabling an insurance backed guarantee to be issued at the end of the works if required at extra cost. Further to this, if the NHBC or a similar warranty provider is involved, I am CSSW qualified (the benchmark waterproofing qualification) to meet their criteria.

With the best guarantees on the market we are also a established member of the BSWA (British Structural waterproofing Association), PCA (Property Care Association) and all our services are administered under a third party accredited ISO 9001 Quality Management System.

Additional protection – Subject to additional cost

Battery backup.

Peter Cox have allowed to supply an Alertmaxx 2 high water level alarm.

The AlertMaxx2 is a state-of-the-art system that not only provides a high-water level alarm, but can also monitor you’re pumps activity when connected to WIFI. If you would like the unit set up to WIFI which offers 24/7 monitoring on your pump station(s), this is free when signing up to a service plan with additional initial set up fee

Additional pump monitoring **

Subject to the installation of a high water level alarm and additional annual cost, the addition of a PPS Pumpsmart Monitored pump maintenance contract would allow for the following:-

● 24 Hours Off-Site Remote Pump Monitoring by SideWinder Tech™

● SMS/Email Pump Alerts Including A Monthly Health Report

● Dynamic Service Intervals Specific to Your Equipment and How It Is Being Used. *

● Free or discounted replacement parts, incl. Alertmaxx 2 Alarm & Battery Backups where fitted.

● 24/7/365 Helpline

Dynamic Servicing

The SideWinder Tech™ remote monitoring system defines a service interval specific to your equipment and how it is being used. We label it ‘dynamic’, the artificially intelligent software adapts servicing intervals based on the live operational pattern of your equipment.

To be eligible for the system to be monitored, Wi-Fi set up and sufficient signal must be available under separate contract.

* Dynamic servicing includes at least one guaranteed service per year.** T&C’s pertaining to the Pumpsmart service plan apply.

Should you require a quotation for the above maintenance contract please contact PPS directly on Tel: 0330 9000 999.

FINISHING SPECIFICATIONS WORK TO BE COMPLETED BY THE CLIENT UNDER A SEPARATE CONTRACT Walls Provide and fix a free standing pre-formed metal/timber framework to support the plasterboard linings. Initially, fix 1200 gauge ‘Visqueen’ dpm to the metal framework using tape. Provide and fix Thermal plasterboards to the free-standing metal framework, apply scrim tape to the joints and skim using multi-coat finishing plaster. Floors A nominal 70mm sand and cement screed (allowing for studs) is to be applied directly to the 20mm membrane in accordance with BS 8204 to give a strong durable floor surface capable of withstanding extremely high loads. The screed is not a suitable wearing surface and should be covered or coated prior to heavy or frequent use. Please Note

The costing has been provided subject to contract. This is a budget costing and is only intended as a guide price for you. It does not constitute a full survey/inspection report or infer that a full inspection has been undertaken hence it may not fully reflect all works required. We would welcome the opportunity to discuss these proposals further, where we can determine final construction details and phases. We would then provide a fixed price quotation for the installation and design to comply with BS 8102:2009. Unless specified otherwise, our budget costing does not include for any preparatory or other associated works which may be required. Our Assumptions To allow us to provide the above budget costing we made the following assumptions. We welcome the opportunity to discuss this further. There will inevitably be other issues and design considerations, but the above are the main ones based on the level of information supplied to date. The proposed Grade under BS 8102:2009 is suitable for your client. We are unaware of the water table for this particular site. However as per guidance in BS8102 we have assumed that a full head of water will come to bear at some point and have taken this into consideration when designing the waterproofing system. The pumping system has been designed to deal with a flow rate of 120 litres per minute entering the sump chamber with a 3.5m discharge head. The quotation(s) have been prepared on the assumption that the building programme will enable us to carry our work within 1 continuous visit by our team. Our charge for additional visits (due to measures beyond our control) per technician will be £350.00 + vat per ½ day visit or part thereof. Standing time beyond our control will be charged at £70.00/hr + VAT or part thereof per technician, this to be agreed with the client/site manager and entered into the standing time log and signed on site at each occurrence by the technician and client/site manager. Our report and quotation do not make any allowance for the application of planning, building regulations approval or any licenses/permits should they be required for water discharge, which is the responsibility of the client. Ground Gas protection has not been allowed for in our quotation unless explicitly stated otherwise.

QUALITY ASSURANCE

Included within our quotations is the assurance that at every step of the installation, checks will be undertaken by Peter Cox Ltd to ensure the system is installed correctly and a photographic log kept of each visit, snagging noted will be remedied without delay for further inspection.

There are to be a minimum of 1 site visit per week undertaken by either the local Surveyor, Branch Manager, Area Operations Manager, National Waterproofing Manager or National Commercial Manager

In addition to the above, additional unannounced inspections may be undertaken by the membrane manufacturers to ensure compliance with their installation guidelines; any snagging noted will be remedied without delay for further inspection.

Yours sincerely

Richard Broadbent Branch Manager

11th March 2020

Mr George Maltby Make Consulting Lugano (Ground Floor) Lake View Drive Sherwood Business Park Nottingham NG15 0ED

Dear Mr Maltby

Re; The Main Hall, The Becket School Wilford Lane West Bridgford Nottingham NG2 7QY

Further to our site visit to the above and the problems of water ingress around the perimeter edge of the floor slab.

We understand that you require a Type A tanking system rather than a Type C system, which we would recommend as a far better option in terms of risk. As at this stage with none of the areas 'opened up' to allow an inspection of the wall floor junction we do not know if there will be any movement between the floor slab and the blockwork walls.

We are assuming the existing floor slab is a reinforced concrete structure designed to BS EN1992 (Eurocode 2) and that it is of sufficient mass and quality to resist heads of water pressure as recommend by BS 8102:2009

Taking instructions from yourselves, please find below our specification and schedule of works for a Type A system.

1.0 WORKS BY OTHERS

1.01 Removal of all dry lined walls, services etc to allow free access to the blockwork walls and floor

1.02 Removal of the floor covering

1.03 Preparation of the floor slab, by grinding off the surface of the concrete floor slab to; - remove the adhesive used to fix the existing rubber flooring- to provide a good surface key for the tanking.The floor to be swept to remove all debris/dust etc and then a final vacuum to remove anytraces of dust on the surfaces, before we lay the tanking.

1.04 Once our final coats are applied an isocrete screed can be floated on top to provide the wearing surfaces and for the final rubber mat floor.

1.05 All stud walls can then be fitted on top of the screed.

1.06 Final rubberised cushion sheeting floor to be laid - see below

page 2

2.0 WORKS BY MIDLAND PRESERVATION

2.01 Provide a fillet between the wall and floor junction using Newton 203- RM around the perimeter of the hall. Provide 908 LiquaBond smooth coating to blockwork walls up to viable dpc level or approx 1200mm. Provide 912-RT tape to joint.

2.02 Cover wall with Newton 107F and extend onto floor.

2.03 Floor slab to have a primer coat of 903-P before applying Newton 107F to whole of floor area

204 A final vapour barrier on top of the 107F will have a coat of Newton 110 WATstop before the Isocrete floor screed is laid (by others).

QUOTATION

To carry out all works as detailed above . we reserve the right to change some aspects of the above specification, if site conditions prove this is required.

ALL FOR THE SUM OF ................£ 17,846.00 + VAT

Yours sincerely

Glenn Allam ICIOB CSSW CSRT

2213/297Contract Documentation/Tender Documentation/Final Summary/November 2018 ©Make Consulting Limited

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