BILL NO. 1 PRELIMINARIES - National Bureau of … BOQ-NBS-Building.pdffor car parking while offices...

CCL-063-PROPOSED NATIONAL BUREAU OF STATISTICS-NBS

Item Quantity Rate AmountNo

BILL NO. 1 PRELIMINARIES

ELEMENT NO. 1 - PARTICULAR MATTERS

PARTIES

A The Employer is:

NATIONAL BUREAU OF STATISTICS-NBS P.O. Box 796, DAR ES SALAAM

The Architects shall be deemed to mean:

Y&P ARCHITECTS (T) LIMITED, Consulting Architects and Project Managers P.O. Box 12072 DAR ES SALAAM

The Quantity Surveyor shall be deemed to mean:

COST-CONSULT LIMITED, Quantity Surveyors & Construction Cost Consultants, P.O. Box 4621, DAR ES SALAAM

The Structura/Civil Engineer shall be deemed to mean:

ANOVA CONSULT CO. LTD, P. O. Box 95107 DAR ES SALAAM

The Services Engineer shall be deemed to mean:

UNDI CONSULTING GROUP LTD P. O. Box 12615 DAR ES SALAAM

Item

Carried to Collection T Z S Section No. 1BILL NO. 1 - PRELIMINARIESElement No. 1PARTICULAR MATTER

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APPROVED, DIRECTED AND SELECTED

A The term "Approved", "Directed" and "Selected" where used inthis documents shall mean the approval, direction and selectionof or by the Architect. Item

DEFINITIONS AND ABBREVIATIONS

B "as described" shall mean: as described in the SectionNo.VI (Specifications) "B.S." shall mean: the current British Standard Specifications published by the British StandardsInstitution, 2 Park Street, London, W.I, England

TBS shall mean: The Tanzania Bureau of Standard specification

"KG" or "kg" shall mean:Kilogrammes

"NO" or "no" shall mean: Number

"M" or "m" shall mean: Linear Metres

"M2" or "m2"shall mean:Square Metres

"M3" or "m3" shall mean: Cubic Metres

"Ditto" shall mean: the whole of the precedingdescription except as qualified in the section of which it occurs in brackets it shall mean the whole of the preceeding description which is contained within

the appropriate brackets.

"M.S." shall mean: Measured separately

"B.M.S" shall mean:Both sides measured separately

"t" shall mean: Ton


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"%" shall mean: Per cent Item

SCOPE OF CONTRACT AND DESCRIPTION OF THEWORKS

A The works under this contract generally comprises theconstruction of a six-storey office towers with one basementlevel.The Basement and Ground Floor level mostly will be usedfor car parking while offices will be covered from First Floorlevel to Fifth Floor Level.The total floor area of the buildingwhich will include all associated services is approximately6200m2.

Services WorksThis will include all Mechanical and Electrical Installations

i. If these works will be carried out by Main Contractor, he shallsubmit certificate of registration showing he has capable ofdoing Mechanical and Electrical Installation.

ii. If these works will be carried out by domesticsub-contractors, the main contrcator shall submit the certificateof registration showing that subcontrcator is capable of doingMechanical and Electrical Installation.

Item

B The above information is given without warranty and is onlymeant for the Contractor's guidance Item

C The type of construction and materials to be used in executingthese works are clearly shown on the Architect's and ServicesEngineer's drawings and set out herein in these Bills ofQuantities.

The Contractor must obtain the approval from the Architect inregard to the use of any materials or facilities existing or foundon site. Item


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LOCATION OF SITE

A The proposed construction of Office Building for NationalBureau of Statistics-NBS is located at Kivukoni Road Plot No.86 Ilala Municipality, Dar es Salaam City Tanzania.

The Contractor shall be deemed to have visited the site andsatisfied himself as to:-

a) The nature and position of the site

b) The amount of the rubbish or debris to be cleared away before commencement

c) The nature, current usage, proximity and size of adjoining property and building

d) The availability of land for the erection and positioning ofall temporary structures, plant and materials necessary forthe execution of the works.The Contractor shall obtainapproval from the relevant Local Authority in all matters relating to

site access and erection of temporary structures andmust ensure adherence to the requirements of theseAuthorities.

No claim will be allowed for travelling or other expenses whichmay be incurred by the Contractor in visiting the site orpreparing the tender for the works. Item

AGREEMENT AND CONDITIONS OF CONTRACT

B The Contractor will be required to enter into a contract with theEmployer under the terms of Conditions of Contracts issued bythe World Bank

Item


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THE FACTORIES (BUILDING OPERATIONS AND WORKSOF ENGINEERING CONSTRUCTION) RULES, 1985

A The Contractor shall comply in all respects with the povissionsof the Factories (Building Operations and Works of EngineeringConstruction) Rules, 1985 made under Section 55 of TheFactories Ordinance, 1950 (CAP. 297)

The full text of the said rules may be inspected with the relevantauthorities in addition to extract given here-below. Item

PART II-DUTIES AND APPLICATION-FACTORY RULES,1985

Notification of commencement or taking over of operations ofwork and appointment of safety supervisor

B Clause 5. (1) A main contractor shall, within seven days ofcommencing or undertaking building operations or works ofengineering construction, notify the Chief Inspector, in writingof:-

a) the contractor's name and postal address;

b) the address or location of the site of the operation orworks;

c) the date of commencement;

d) the expected date of completion;

e) whether mechanical power is used or not;

f) the number of persons expected to be employed.

Clause 6. (1) Every contractor who employs more than twentypersons shall, for every site on which he is the contractor,appoint one or more persons experienced in the operations orworks carried on at the site and suitably qualified for thepurpose, to:-

a) advise the contractor as to the observance of thesafety, health and walfare requirement under the Ordinanceand under these rules, and

b) suprvise and ensure the observance of therequirements and promote the safe conduct of work generally


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at the sites.

(2) A contractor who employs twenty or fewer personsmay appoint either himself or another person to be a safetysupervisor in accordance with paragraph (1) above.

Item

LABOUR CAMPS

The contractor will NOT be permitted to house labour on site Item

OFFICES FOR THE CONSULTANTS

A The Contractor shall construct, complete and maintainthroughought the duration of the contract offices for theexclusive use of the Project Consultants and the Clientsrepresentatives.

The construction of the office building shall include servicesinstallation, water, power, telephone, sanitary facilities, etc.

The Contractor shall include for the following and maintainingthe same during the duration of the project:-(i) Office furniture and furnishing(ii) Providing such office equipment as computers, Plotter,Printer, Fax, telephone lines etc(iii) Maintaining and paying for such services as electricity,water supply, telephone(iv) Staff for cleaning and messenger(v) Some secretarial staff

The Contractor shall keep on the site and maintain in goodcondition one dumpy or quickset level, metric leveling staff andone 30 metre steel tape for the use of the Architect, Surveyorand Engineer.

Item


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ROOM FOR SITE MEETINGS

A The Contractor shall provide a one-storey office with a plintharea of about 450 m2 which willl include a conference room bigenough to hold site meetings equipped with a conference tableto accommodate at least 25 chairs, a plan chest of drawers fordrawings and sufficient pin boards.

The drawings for the site office can be inspected at theArchitect's office.

The Contractor shall allow for the cost of providing lightrefreshment for the Consultants during site meetings.

Item

OFFICES FOR THE MAIN CONTRACTOR ANDSUB-CONTRACTORS

B The Contractor shall erect and maintain temporary officeaccommodation for his own use and the use of NominatedSub-contractors and Suppliers

The Contractor shall provide mess rooms and all the buildingsrequired by the contractor for his own use and the use ofNominated Sub-contractors as required by the items ofattendance only. Item

TEMPORARY BUILDINGS

C The Contractor shall provide ample temporary water tight shedsfor the proper storage and protection of materials and all goodsvulnerable to weather and liable to suffer damage fromexposure to sunlight and remove when ordered.

Upon completion all temporary buildings are to be removed andcleared away Item


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TEMPORARY STRUCTURES

A The Contractor shall allow for providing and clearing away oncompletion of the Works, such temporary hoarding, rubbishchutes, gates, planked walkways, guard rails etc. as may benecessary for the protection of the workers, the general publicand for the proper execution of the Works.

All such temporary structures shall be constructed with theapproval of the Architect and to his full satisfaction and in sucha manner as to cause minimum inconvenience and disturbanceto the pedestrians and road users using the adjacent roads.

All such temporary structures shall comply in all aspects withthe national laws, rules, and regulations currently in force andapplicable to such structures. Item

B The Contractor shall further comply in all respects with thefollowing conditions:

a) All temporary structures shall be erected in a manner so thatthe unloading of materials causes minimum obstruction to theuse of adjacent roads and other facilities

b) All temporary structures shall be kept properly lightedthroughout the periods of darkness and any corners orprojections shall be painted white.

c) Temporary structures shall not be used or permitted to beused for advertisement purposes except with the consent of theArchitect.

d) All temporary structures shall be maintained at all times ingood order and good condition to the satisfaction of theArchitect.

e) All temporary structures shall be removed when so requiredby the Architect or at the end of the period for which it isrequired

f) The Contractor shall idemnify and shall keep the employeridemnified against any expenses, loss, claims or suits arisingout of or in connection with the temporary structures.

g) The Contractor shall pay all local authority or other chargespayable in connection with temporary structures

Item


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ACCESS TO SITE AND TEMPORARY ROADS

A Means of access to the site shall be agreed with the Architectprior to commencement of the works and the Contractor mustallow for building and maintaining any temporary access roadsfor the transport of materials, plant and workmen as may berequired for the complete execution of the works including theprovision of temporary culverts, crossings, bridges or any othermeans of gaining access.

Upon the completion the works the Contractor shall removesuch temporary roads, temporary culverts bridges etc andmake good and reinstate all works and services disturbed tothe satisfaction of the Architect. Item

TEMPORARY DISPOSAL OF RAIN WATER

B The Contractor shall provide and maintain all necessarytemporary gutters, down pipes, chutes, drains etc. forconveying rainwater from the buildings.

The Contractor shall allow for temporary drainage plumbing andpiping for keeping the premises and site free from accumulationof water. Item

SANITATION OF THE WORKS


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A The Contractor shall make arrangement for the provision ofsanitary facilities at site for use by his staff and workmen andshall keep them clean at all times to the satisfaction of theArchitect

The sanitation of the works shall be provided, maintained andremoved on completion by the Contractor to the satisfaction ofthe Architects and local Authorities.

The latrines shall be enclosed with framing and corrugatedsheets roofs, sides and partitions, with concrete floors steeltrowelled smooth to floors to facilitate washing. Their locationshall be agreed with the Architects and the works shall not becommenced before the sanitary accomodation has beenapproved by the above mentioned authorities.

The Contractor will be required to pay all conservancy chargesand shall ensure clean daily maintenance and disinfecting ofthe latrines, and not less than once per week, the whole areashall be sprayed with disinfectant and insecticides and anytemporary drains shall be removed and all works and surfacesdisturbed made good and then the whole area disinfected andleft clean and free from pollution to the satisfaction of theArchitect and local authorities.

Item

DOWN TAKINGS

B All materials arising from demolitions and down takings aredeemed to be the property of the employer. No claim will beentertained on account of employer excising this right to retainthe materials

All down takings shall be carefully removed, taken down,dismantled and stored on site until instructed by the Architect toremove from the site. Such materials shall only beincorporated in the new works if required by the Architect inwhich case appropriate adjustments will be made in the finalaccount for the cost of labour, screws etc for fixing such downtakings in the new works. Item


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WATCHING AND LIGHTING

A The Contractor shall provide at his own risk and cost allwatching as necessary to safeguard the Works, Plants andMaterials against damage and theft. Item

SUFFICIENCY OF TENDER

B The Contractor shall be deemed to have satisfied himselfbefore tendering as to the correctness and sufficiency of histender for the works and of the rates and prices stated in thepriced Bills of Quantities. Rates and prices quoted shall coverall his obligations under the contract and all matters and thingsnecessary for the proper completion and maintenance of theworks. Item

C Abbreviations used in the Bills of Quantities shall be interpretedas follows:- Item

SITE LEVELS

D Before commencing work the Contractor must arrange for andagree with the Architect and Quantity Surveyor on the existingsite levels and similarly establish and agree on a bench mark. Item

SETTING OUT

E The Contractor shall set out the works in accordance with thedimensions and levels shown on the drawings and shall beresponsible of the correctness of all dimensions and levels setout by him and he will be required to ammend all errors arisingfrom inaccurate setting out at his own cost and expenses. Inthe event of any error or discrepancy in the dimensions orlevels marked on the drawings being discovered, such errors ordiscrepencies must be reported by the Contractor to theArchitect for his immediate attention.

No work shall be commenced by the Contractor until he hasreceived written instructions from the Architect to adjust suchdiscrepancies which may be proved, upon receipt of suchinstructions and no claim for extra expenses or relief from theprovisions of Clause 7of the Conditions of the Contract , anydiscrepancy or error in the dimensions or levels shown on thedrawings may be made thereafter. Item


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SAMPLES

The Contractor shall furnish at the earliest possible opportunitybefore work commences and at his own cost any samples ofmaterials or workmanship that may be called for by theArchitect for his approval or rejection until such samples areapproved to be the minimum standard for the work to whichthey apply Item

EXISTING PROPERTY AND SERVICES

A The Contractor shall take every precaution to avoid damage toall existing property including roads, cables, drains and otherservices and he will be held responsible for all damages heretoarising from the execution of his contract and he shall makegood all such damages when directed at his own expense. Item

B Prior to commencement of any work the Contractor is toascertain from the relevant Authorities the exact position, depthand level of all existing electric cables, water pipes and all otherservices in the area and he shall make whatever provisionsmay be required by the authorities concerned for the supportand protection of such servivses. Any damage or disturbancescaused to any service shall be reported immediately to theArchitect and the relevant Authority and shall be made good totheirsatisfaction at the Contractor's expense. Item

MATERIALS, TOOLS, PLANT AND SCAFFOLDINGS


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A All materials and workmanship used in the execution of theworks shall be of the best quality and description. Any materialsfor the works condemned by the Architect shall immediately beremoved from the site at the Contractor's expense.

The Contractor shall be responsible for the provision of allmaterials, scaffolding, tools, plant, transport and workmenrequired for the works except in so far as may be statedotherwise herein and he shall allow for the provision of theforegoing except for such items specifically and only requiredfor the use of Nominated Sub-contractors as described herein.

No timber used for scaffolding, formwork or similar purposeshall be used afterwards in the permanent works.

All such plant, tools and scaffolding shall comply with allregulations whether general or local in force throughout theperiod of the contract and shall be required as may benecessary to comply with any ammendments in or additions tosuch regulations Item

LOCAL REGULATIONS AND BY-LAWS

B The Contractor is to comply with all local regulations andby-laws of the Local Authority including serving notices andpaying of fees. Item

SUPERVISION

C The said works shall be excuted under the direction and to theentire satisfaction of the Architect and Clerk of Works who shallhave the Architect's specifically delegated authority and shall atall times have access to the works, to the yards and workshopsof the Contractor or other places where goods are beingprepared for the building

A Provisional Sum for the employment of site supervision staffcomprising of Site Architects, Resident Engineers, ResidentQuantity Surveyors and the like has been allowed for elsewherein these Bills of Quantities. However, the Contractor isinstructed to make enough provision for attendance to sitesupervision staff as described more in detail in theSpecifications, Section O - Preliminaries and General, Clause 3- Engineer's Camp.

Item


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TRANSPORT TO AND FROM THE SITE

A The Contractor shall include in his prices for a car to be used bythe site supervision team.

The Contractor shall include in his prices for the transport ofmaterials, workmen etc to and from the site of the proposedworks at such hours and by such routes as are permitted by theAuthorities.

All unit rates for local or imported goods are to include freight,insurance, handling and delivery costs to the project sitetogether with import duties, sale tax, port charges etc and allother charges of whatever nature. Item

FAIR WAGES

B The Contractor shall pay rates of wages and observe hoursand conditions of labour not less favourable than the minimumconditions of employment applicable in the district in which thework is carried out. The relevant notice must be posted up andkept posted upon the site where it can be conveniently read bythe employees concerned in languages they can understand.

The Contractor is to comply with the Regulations of Wages andConditionds of Employment Act, Building and ConstructionIndustryWages Council and is to be responsible for complianceof the sub-contractors employed in the execution of thecontract. If required he is to notify the Architect of the namesand addresses of all such sub-contractors. Any Contractor orSub-contarctors not complying will not be permitted to tenderfor other work for such a period as the Architect may determine

Should a claim be made to the Architect alleging theContractor's default in payment of Fair Wages to any workmanemployed on the contract and if proof thereof satisfactory to theArchitect, may failing payment by the Contractor, pay the claimout of any monies due or which may become due to theContractor under this contract.

The Contractor is to furnish to the Architect, if called upon to doso, such particulars of the rates of wages, hours and conditionsof labour referred to above as the Architect may direct Item


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SECURITY OF WORKS

A The Contractor shall be entirely responsible for the security ofall works, stores, materials, plant, personnel etc both his ownand sub-contractors and shall provide adequate watching,lighting and other necessary to ensure this security, the safetyand protection. Item

PUBLIC, PRIVATE ROADS AND PAVEMENTS ETC

B The Contractor will be required to make good at his ownexpense any damages he may cause to the present approachroad surfaces during the period of the works Item

POLICE REGULATIONS

C The Contractor is to allow for complying with all instructions andregulations of the Police Authorities Item

AREA TO BE OCCUPIED BY CONTRACTOR

D The area of the site which may be occupied by the Contractorfor use as storage and for the purpose of erecting workshopsetc shall be defined on the site by the Architect Item

PROGRESS SCHEDULE

E Immediately after signing the contract the Contractor is toprepare a Time progress Chart showing the time and order inwhich he proposes to carry out the works within the totalconstruction time stated in the contract. The chart will show indetail the construction time and order in which each section ofthe work is to be carried out and be sub-divided into trades andtasks. If the Contractor proposes sectional completion of theproject he must plan this in detail including access roads, andservices and this shall be reflected on the chart

Upon the letting of the sub-contractors work the contractor is toincorporate times and details of each separate sub-contractor'swork which information is to be agreed by the sub-contractorand thechart will be so designed to accomodate this infomation.

At the end of each week the Contractor is to mark on the chartin a different colour the actual time taken to complete therespective stages and sections of the work. The Contractorshall obtain the Architect's approval on the chart and then shallsupply copies to the Architect and Quantity Surveyor


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If at any time it should appear to the Architect that the actualprogress of the works does not conform to the approvedprogramme progress schedule the Contractor shall produce atthe request of the Architect a revised programme showing themodifications and accelerations to the approved programmenecessary to ensure completion of the works within the agreedcontract period.

Thesubmission of and approval by the Architect of suchrevisions and accelerations shall not entitle the Contractor toany extra payment or extension of time and shall not relieve theContractor of any duties or obligations or responsibilities underthecontract Item

OVERTIME

A The Contractor shall be responsible for any extra costs forovertime working he considers will be necessary in order tocomplete the works within the contract period or time forcompletion apart from overtime working which may beauthorised by the Architect

If overtime is worked out in accordance with a writteninstruction issued by the Architect the Contractor will bereimbursed in respect of such overtime to the unproductive timepayable over and above the basic hourly rates as laid down bythe Regulation of wages and Conditions of Employment Act,Building and Construction Industry Wages Council andexcluding any bonuses, profits and overheads. Item

WATER

B The Contractor shall provide at his own risk and cost all waterfor use in connection with the works including the work ofSub-contractors make arrangements with the local authority forthe installation of a seperate meter for all water used by himthroughout the contract and pay all costs and fees inconnection therewith. He shall also provide temporary storagetanks and tubing etc as he may consider necessary and clearaway at completion.

All water shall be fresh, clean and pure, free from earthlyvegetable or organic matter, acid or alkaline substance insolution or suspension. Item


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TELEPHONE

A The Contractor shall provide in the office, from thecommencement to the completion of the works, a telephone tothe Exchange and shall pay all fees and rentals for same. Item

LIGHTING AND POWER

B The Contractor shall provide at his own risk and cost alltemporary artificial lighting and power for use on the worksincluding all sub-contractors and specialists requirements andincluding all temporary connections, wiring, fittings etc andclearing away on completion. The Contractor shall pay all feesand obtain all permits in connection therewith. Item

CONCRETE TEST

C Note: The Contractor must allow in his rates all costs inconnection with the making of cubes, curing, transport,crushing by an approved testingl Authority and obtaining thetest certificate

Item

SIGNBOARD

D The Contractor shall provide and erect where directed andmaintain during the whole period of the building operation andremove at completion, one approved temporary signboard tothe Architect's standard design giving a brief description of theworks and showing the names of the employer and theconsultants, with sufficient space to append the names of thesub-contractors and suppliers when known. The signboardshall conform to the requirement of the Architects and QuantitySurveyors Registration Board (AQRB) in all respects. Item


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PRIME COST SUMS

A i) The words "Prime Cost" (or the initials "P.C") appearing in the contract documents shall mean net costs exclusiveof any trade, cash or other discount whatsoever butinclusive of the costs of the packing, carriage and delivery. Suchcosts shall be the same due to the sub-contract or supplierafter adjustments where applicable in respect ofmeasurements of rates.

ii) Any increase or decrease in the prime costs sumsresulting from the adjustments and properly paid by thecontractor shall be added or deducted from the contract sum in thefinal account. In substantiation the contractor will require toproduce to the Quantity Surveyor all quotations, invoices andreceipted accounts as shall be necessary to show thedetails of the sums actually paid.

iii) Any sum added by the Contractor in these BillsofQuantities in respect of profits upon any prime costs will bededucted at the final settlement of accounts and the sum will beadded to the amount of which will bear the same proportion tothe sum added as the net amount properly expended to the original P.C sum. Item


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NOMINATED SUB-CONTRACTORS

A The Contractor shall accept responsibility for providing thefollowing services for nominated sub-contractors.

i) GENERAL ATTENDANCE: The following services are described as "allow for general attendance"

a)Use for the purpose of the sub-contract works of any scaffoding belonging to or provided by the Contractor while it remains so erected upon site, provided that no

warranty or other liability on the part of the Contractoror of his other sub-contractors shall be created or impliedin regard to the fitness, condition or suitability of the said scaffolding

b) Provision of water, lighting, watching and attendancefor the purpose of the sub-contract works.

c) Use of sanitary accommodation, mess-rooms and welfare facilities.

d) Provisionof space for erecting of offices or stores or space for storage of plant and materials. Item


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A ii) SPECIAL ATTENDACE: The following services are stated under a seperate item and where described under the following headings shall mean:

a) Taking delivery including the provision ofunskilled labour necessary to attend upon thesub-contractors workmen for the purpose of unloading plantsand materials when received upon the site andplacing in position within the sub-contractor's storage

space or store.

b) Hoisting including the provision of unskilledlabour and the use of any Contractors standingscaffoding and plant for the purpose of assisting thesub-contractors workmen in hoisting the sub-contractors plantand materials to the various levels but not placing inits final position.

c) Providing power including the provision ofpower during the course of the works and during theperiodof commissioning and training. Item

NOMINATED SUPPLIERS

B The Contractor shall take delivery anywhere in Dar es Salaamof all materials or goods supplied by the Nominated suppliersand shall sign a receipt as having received them in good orderand condition. He shall ofload, transport to site, unload, hoist,provide safe storage and thereafter be responsible for any lossor damage or replacement of any such lost or damaged articlesat his own expense and shall return case if so required.

Provision is made herein following each appropriate P.C sumsfor the costs of the foregoing services against items reading"take delivery of and fix only" Item


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PROTECTION OF THE WORK AND PREVENTION OFNUISANCE

A The Works and such sections of the site necessary thereaftershall be under the entire care and control of the Contractorduring the whole period of the contract and shall take allpossible precautions to prevent any nuisance, inconvenience orinjury to the holder or occupiers of the existing or surroundingproperties and to the public generally, and shall at all timeskeep all paths and roads affected by the works in a safe andclear state, and shall use proper precautions to ensure thesafety of all wheeled traffic and pedestrians. Item

REMOVAL OF PLANT AND RUBBISH ETC

B The Contractor shall upon completion of the works remove andclear away all temporary buildings, plant, rubbish and unusedmaterials, and shall leave the whole of the site of the works in aclean and tidy state to the satisfaction of the Architect. He shallalso remove all rubbish and dirt from the site at weekly intervalsor as directed by the Architect.

Particular care shall be taken in leaving windows, floors andfittings clean and the removal of all paint and cement stainstherefrom. Item

COPYRIGHT

C The copyright of these documents is vested in Cost-ConsultLtd. No part of this document may be reproduced in any form orby any means without their prior permission. Item


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Section No. 1

BILL NO. 1 - PRELIMINARIES

Element No. 1

PARTICULAR MATTER

COLLECTION

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ELEMENT NO. 2 - GENERAL MATTERS

The Bidder is directed to go through the details of theConditions of Contract in Section IV and Preliminary andGeneral in Section VI - Specifications, and makereasonable and sufficient pricing of the Preliminary Itemsrequired to undertake the works efficiently; this pricing isto suppliment those items already described above inElement No 1 - Preliminaries, Particular Matters

1 General

A 1.1 Definitions Item

B 1.2 Programme of Works and Temporary Works Item

C 1.3 Lands, Compensation and Royalties Item

D 1.4 Existing Services Item

E 1.5 Fences and Gates Item

F 1.6 Explosives and Blasting Item

G 1.7 Progress Photographs Item

H 1.8 Water Supply Item

J 1.9 Nature of Ground and Conditions of Work Item

K 1.10 Landslides Item

L 1.11 Liaison with Government and Police Officials Item

M 1.12 Building Regulations Item

N 1.13 Faulty Works Item

P 1.14 Advertising Boards Item

Q 1.15 Waste Disposal Item

R 1.16 Stake-out and Working Drawings Item

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A 1.17 As-Built Drawings Item

Materials

B 2.1 Materials Generally Item

C 2.2 Standard Specifications Item

D 2.3 Submission of Samples including testing requirements Item

Engineer's Camp

E 3.1 General Item

F 3.2 Camp Site Facilities Item

G 3.3 Type of Office Item

H 3.4 Equipment for Office Item

J 3.5 Furniture and Equipment Item

K 3.6 Consumable Item

L 3.7 Communications Item

M 3.8 Assistance Item

N 3.9 Ownership Item

P 3.10 Measurement and Payment Item

Q 3.11 Attendance upon the Resident Engineer, his Staff and theEmployer Item

Concrete works

R The Contractor shall strictly adhere to the specififications onconcrete grades and preliminary cube tests procedures aspointed out in the specifications Item

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Section No. 1


SECTION SUMMARY - BILL NO. 1 - PRELIMINARIES

Bill Page AmountNo No

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BILL NO. 2 - BASEMENT

ELEMENT NO. 1 - RAFT FOUNDATION

EXCAVATIONS AND EARTHWORKS (PROVISIONAL)

Excavation in earth commencing

A Excavate pit to receive basement for raft foundationcommencing at reduced level and not exceeding 1.50 metresdeep m3 1,498

B Ditto over 1.50 metres but not exceeding 3.00 metres deep m3 1,198

Excavation in rock

C Extra over excavation for excavating in rock (no blastingallowed) m3 270

Trimmings

D Bottom of raft foundations to receive blinding concrete m3 300

Risk of collapse of excavations

Planking and strutting

E Allow for maintaining and supporting sides of excavations byprovision of planking and strutting and for keeping the samefree from fallen materials Item

Keeping excavations free of water

F Allow for keeping excavations free of water (except spring orrunning water) and mud by pumping, baling or other approvedmeans Item

Fillings

Selected earth filling obtained from the excavations compactedin layers not exceeding 300mm deep, all to the approval of theEngineer

G Around raft foundations m3 1,781

Carried to Collection T Z S Section No. 2BILL NO. 2 - BASEMENT LEVELElement No. 1RAFT FOUNDATION

V I I I / 2 / 1 / 1


Selected imported soil filling including excavating in borrow pitscompacted in layers not exceeding 300mm deep, all to theapproval of the Engineer

A Well ram and consolidate to make up levels under floors m3 299

Disposal of excavated materials

B Load and cart away surplus material from excavations. m3 915

Soil poisoning

Anti- termite treatment

C "Dragnet FTC" as manufactured by FMC Corporation USA orother equal and approved anti termite chemical manufacturedby an approved manufacturer, applied as per manufacturersinstruction and subject to a ten (10) year guarantee to allsurfaces of excavations and filling under building m2 998

D Ditto to hardcore bed under ramp m2 62

Hardcore

E 300mm Thick hardcore fill well compacted at basement m2 998

F 150mm Hardcore fill well compacted at ramp m2 62

CONCRETE WORK

Plain concrete class 15/20

G 100mm Thick blinding concrete under raft foundation m2 998

Reinforced concrete

Insitu concrete grade 35 including vibrating aroundreinforcement.

H 225mm Ramp sloping not more than 15 degrees m2 62

Insitu concrete grade 40 including vibrating aroundreinforcement

J Raft foundation m3 998


V I I I / 2 / 1 / 2


A Allow for forming 1 No Lift pit size 6.500 x 2.500 x 2.500metrsdeep Item

B Extra over 2.30 metres Thick raft for forming thicknessing 5.50metres wide x 2.25 metres (average) deep laid on concreteblinding m 11

REINFORCEMENT (PROVISIONAL)

High tensile steel reinforcement to B.S. 4466 in structuralconcrete work including binding-wire and spacers blocks.

C 20mm Diameter bar kg 82,533

SAWN FORMWORK TO:-

D Vertical sides of raft foundation m2 2,138

METAL WORK

Water stop bar

E 450x150x25mm Thick T-shaped polystop water to raftfoundation all to strucural engineers approval m 540

CONCRETE TREATMENT FOR PERMANENTCORROSSION FREE, WATER/MOISTURE PROOFING BYUSING KRYSTOL TECHNOLOGY

Thoroughly clean concrete surfaces to remove all types of dirt;fill all visible cracks, honeycombs and holes as per Krystolspecifications No. 1; sand surfaces to smooth level, prepareand apply full coat of Krystol T1 and wait for three hours toharden then apply finishing coat of Krystol T2; protect and cureproperly as per manufacturer's direction and Krystolspecification.

F Raft foundation m2 998


V I I I / 2 / 1 / 3


Section No. 2

BILL NO. 2 - BASEMENT LEVEL

Element No. 1

RAFT FOUNDATION

COLLECTION

Page AmountNo


VIII/2/1/2

VIII/2/1/3

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V I I I / 2 / 1 / 4



ELEMENT NO. 2 - FRAME

CONCRETE WORK

Reinforced concrete


A Columns m3 48

B Horizontal beam m3 80

C 250mm Thick lift shaft/shear walls m2 90

D 300mm Thick retaining walls m2 277

E 100mm Thick slab m2 54

F 150mm Thick slab m2 73

G 175mm Thick slab m2 605

H 200mm Thick slab m2 126

REINFORCEMENT (PROVISIONAL)

High tensile steel reinforcement to B.S. 4466 in structuralconcrete work including binding-wire and spacers blocks.

J 8mm Diameter bar kg 447

K 10mm Diameter bar kg 3,426

L 12mm Diameter bar kg 26,954

M 16mm Diameter bar kg 32,096

N 20mm Diameter bar kg 5,603

P 25mm Diameter bar kg 16,993

Carried to Collection T Z S Section No. 2BILL NO. 2 - BASEMENT LEVELElement No. 2FRAME

V I I I / 2 / 2 / 1


SAWN FORMWORK TO:-

A Vertical sides of columns m2 301

B Vertical sides of walls m2 734

C Sides and soffits of horizontal beams over 3.5meters high butnot exceeding 5.0meters

m2 580

D Soffits of horizontal slab over 3.5meters high but not exceeding5.0meters m2 858

Waterproofing to basement

Thoroughly clean concrete surfaces to remove all types of dirt;fill all visible cracks, honeycombs and holes as per Krystolspecifications No.1; sand surfaces to smooth level, prepare andapply full coat of Krystol T1 and wait for three hours to hardenthen apply finishing coat of Krstol T2; protect and cure properlyas per manufacturer's direction and Krystol specification

E To vertical sides of concrete wallsm2 1,086

METAL WORK

Supply and fix mild steel plate cover around the column fixed inwith 6Nos. stainless steel anchor fastner.

F 600 x 150 x 150 x 8mm Thick L-shape crushing plate paintedwith reflective paint No 48

Guard rail

G Supply and fix 900mm High stainless steel vertical pipe fixed toconcrete slab with 150 x 150 x 8mm thick mild steel platecomprising of 75mm diameter rail welded to 75mm diametergalvanised steel pipe. m 7

Metal grillie

H Supply and fix all materials fabricate metal grille comprising20mm diameter bar bent and shaped to approved pattern at125mm pitch and welded and fixed to wall vent m2 120


V I I I / 2 / 2 / 2


Water stop bar

A Supply and fix 450x150x25mm Thick T-shaped polystop waterto shear and retaining walls all to strucural engineers approval m 682

STEEL GRATING

B Supply and fix 600mm wide storm water channel with fabricated700x1200mm steel grating (20x5mm steelbar) as per details m 7


V I I I / 2 / 2 / 3


Section No. 2


Element No. 2

FRAME

COLLECTION

Page AmountNo


VIII/2/2/2

VIII/2/2/3

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V I I I / 2 / 2 / 4



ELEMENT NO. 4 - INTERNAL WALLS ANDPARTITIONS

INTERNAL WALLING AND PARTITIONS

WALING

Solid conrete block walling to B.S. 6073 type 'A' bedded andjointed in cement and sand (1:3) mortar

A 150mm Thick walls m2 588

Carried Forward to Summary of Section No. 2 T Z S Section No. 2BILL NO. 2 - BASEMENT LEVELElement No. 3INTERNAL WALLS AND PARTITIONS

V I I I / 2 / 3 / 1



ELEMENT NO. 5 - DOORS

ALUMINIUM LOUVRED DOORS

A Supply and fix Aluminium louvered door size 1200x2100mmHigh comprising of two openable shutter each size600x2100mm high, 150x45x3mm RHS bottom and top rail tobe filled in with metal louvres at 100mm c/c complete with allnecessary ironmongery, all as per door schedules DR06 No 2

TIMBER DOORS

Hardwood doors

Supply and fix Prime quality 'mkongo' or other equal andapproved hardwood

B 40mm Thick Panelled door size 900x2100mm high, comprisingof 125mm wide stiles and top rails, 180mm wide bottom rail;125mm intermediate rail with 30mm thick solid panel, housedto stiles and rail complete with two top light provide 6mm thickclear glass(m/s), 16mm m.s horizontal ioxide bars with 50mm x25mm hardwood bonds all as per door schedules DR 03 No 1

C 40mm Thick Panelled door size 800x2100mm high, comprisingof 125mm wide stiles and top rails, 180mm wide bottom rail;125mm intermediate rail with 30mm thick solid panel, housedto stiles and rail complete with two top light provide 6mm thickclear glass(m/s), 16mm m.s horizontal ioxide bars with 50mm x25mm hardwood bonds all as per door schedules DR 04 No 1

Frames

Frames and finishings

D 45x145mm Frames, plugged to ground (m/s) m 13

E 50x150mm Transome/mullion twice rebated with one labour m 2

F 40x20mm Thick glazing beads with one labour m 5

G 70x30mm Thick Architrave with one labour m 13

Carried to Collection T Z S Section No. 2BILL NO. 2 - BASEMENT LEVELElement No. 4DOORS

V I I I / 2 / 4 / 1


Sawn hardwood, third grade

A 15x80mm Grounds, plugged m 13

GLAZING

Supply and fix 6mm Thick clear sheet glass and glazing totimber with beads (M/S) in panes

B In panes over 0.50 squre meters but not exceeding 1.00 squaremeters m2 1

IRONMONGERY

Supply and fix the following ironmongery as 'Manufactured byHaefele GmbH+cO. Post Fach 1237, 'D-72192 Nagold ProjectServices Department Tel No. '+497452/95-284, Email:dialock@ haefele.de.or any 'other equal and approved withmatching screws to 'hardwood or softwood or pre-stressedsteel frame background(measured 'separatelly)

C 150x75mm Stainless Brass Butt Hinges Pairs 2.0

D Cylinder Mortice lockset complete set referenceA-LS-C85-306-SNP Furniture No 2

E 150mm Long aluminium flush bolts No 4.0

F Rubber door stoppers 38mm diameter mounted to floor No 4

Carried to Collection T Z S Section No. 2BILL NO. 2 - BASEMENT LEVELElement No. 4DOORS

V I I I / 2 / 4 / 2


Section No. 2


Element No. 4

DOORS

COLLECTION

Page AmountNo


VIII/2/4/2

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V I I I / 2 / 4 / 3



ELEMENT NO. 7 - FINISHINGS

IN-SITU FINISHINGS

Internal plastering in two coats steel trowelled to a smoothfinish

A 15mm To walls

m2 1,685

B 15mm To ceiling

m2 597

C 15mm To surfaces of columns m2 145

D 15mm Thick cement and sand plaster mixed with water proofadditives trowelled to smooth surface to Arch. approval-WaterTank walls m2 83

TILES

Floor tiles

Supply and fix Heavy duty porcelain floor tiles laid on backingwith adhesive and pointed with colour cement mortar

E 300x300x15mm Thick tiling to floor m2 597

F 100mm high skirting m 148

Granite Work

Supply and fix Pre polished selected granite tiles

G 600x600x25mm Thick tiling to floor

m2 18

H 100mm high skirting m 5

Carried to Collection T Z S Section No. 2BILL NO. 2 - BASEMENT LEVELElement No. 5FINISHINGS

V I I I / 2 / 5 / 1


Supply and fix Italian granite and jointing in cement, sandmortar(1:3) and point in colour cement

A 600x600x25mm Thick tiling to walls

m2 9

Bed and backing:

Cement and Sand (1:4) mortar

B 20mm Beds to receive floor tiles m2 609

C 15mm Backings to receive wall tiles m2 24

D 15mm Thick cement and sand floor mixed with water proofadditives trowelled to smooth surface to Arch approval-WaterTank Floor m2 114

Plain sheet finishings

E Supply and fix 600x600x18mm Thick gypsum board suspendedceiling on timber brandering (m/s)-At Lift Loby Area m2 18

F 50 x 50mm Treated softwood branderings m 164

G Gypsum cornice m 20

Carried to Collection T Z S Section No. 2BILL NO. 2 - BASEMENT LEVELElement No. 5FINISHINGS

V I I I / 2 / 5 / 2


Section No. 2


Element No. 5

FINISHINGS

COLLECTION

Page AmountNo


VIII/2/5/2

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V I I I / 2 / 5 / 3



ELEMENT NO. 8 - DECORATIONS

INTERNAL WORK

Prepare and apply one thinned coat and two full coats of acrylicwash and wear emulsion with egg shell paint

A Plastered walls m2 607

B Plastered ceiling m2 597

C Plastered columns m2 132

Prepare and apply three coatsof 'polyurethane matt polish' orother equal and approved polish on wood surfaces

D Frames and the like not exceeding 100mm girth m 13

E General surfaces m2 13

Carried Forward to Summary of Section No. 2 T Z S Section No. 2BILL NO. 2 - BASEMENT LEVELElement No. 6DECORATIONS

V I I I / 2 / 6 / 1


Section No. 2


SECTION SUMMARY - BILL NO. 2 - BASEMENT LEVEL


1 VIII/2/1/4RAFT FOUNDATION

2 VIII/2/2/4FRAME

3 VIII/2/3/1INTERNAL WALLS AND PARTITIONS

4 VIII/2/4/3DOORS

5 VIII/2/5/3FINISHINGS

6 VIII/2/6/1DECORATIONS

Carried to Final Summary T Z S Section No. 2BILL NO. 2 - BASEMENT LEVEL

V I I I / 2 / 7 / 1



BILL NO. 3 - GROUND TO ROOF TOP LEVEL

ELEMENT NO. 1 - SUBSTRUCTURE

(ALL PROVISIONAL)

EXCAVATIONS AND EARTHWORKS

Excavation in earth

A Excavate average 150mm deep to remove top vegetable soiland stock pile on site for later re-use (including disposal ofsurplus as necessary) m2 54

Excavation in earth commencing at formation level and notexceeding 1.50 metres deep

B Excavate foundation trench m3 58

Risk of collapse of excavations

Planking and strutting

C Allow for maintaining and supporting sides of excavations byprovision of planking and strutting and for keeping the samefree from fallen materials Item

Keeping excavations free of water

D Allow for keeping excavations free of water (except spring orrunning water) and mud by pumping, baling or other approvedmeans Item

Fillings

Earth filling obtained from the excavations (notcompacted)

E Around foundations m3 40

Carried to Collection T Z S Section No. 3BILL NO. 3 - GROUND TO ROOF TERRACE LEVELElement No. 1SUBSTRUCTURE

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Disposal of excavated materials

A Load and cart away surplus material from excavations and/orstock piles on site to a dumping site situated approximatelyaway from site m3 18

Soil poisoning

Anti- termite treatment

B Chemical anti termite treatment executed complete by anapproved specialist under a ten (10) year guarantee to surfacesof blinded hardcore m2 63

Hardcore

C 150mm Bed, levelled and blinded to receive polythenemembrane(measured separately) m2 63

CONCRETE WORK

Plain concrete grade 20

D 50mm Thick surface blinding m2 54

E Steps m3 1

Reinforced concrete


F Foundations m3 5

G Ground beams m3 3

H 100mm Bed m2 87

Reinforcement

High tensile steel reinforcement to B.S. 4461 in structuralconcrete work

J 8mm Diameter bar kg 250

K 10mm Diameter bar kg 456


V I I I / 3 / 1 / 2


A 16mm Diameter bar kg 652

Mesh fabric reinforcement to B.S. 4483 and setting in concretewith 300mm side and end laps (measured nett allow for laps)

B Square mesh fabric ref: A252 weighing 3.02 Kg per squaremetre in concrete slab m2 87

Sawn formwork to:-

C Vertical sides of foundation m2 19

D Vertical riser of steps m2 24

E Vertical sides of ground beams m2 18

WALLING

Solid concrete blocks to B.S. 6073 type 'A' bedded and jointedin cement mortar (1:3)

F 230mm Wall m2 55

Damp-proof course

G 500 Gauge polythene damp-proof membrane laid over blindedhardcore (measured separately) to BS 8102 m2 87

H Hessian based bitumen damp-proof course to B.S. 743 type 'A'230mm wide laid horizontally m 36

Tanga Stones 'MAZERAS'

Selected high quality polished Tanga/Horohoro stones cut to fitto Architects approval

J 15mm Thick purpose made stones to plinth wall including cut toregular pattern. m2 14


V I I I / 3 / 1 / 3


Section No. 3

BILL NO. 3 - GROUND TO ROOF TERRACE LEVEL

Element No. 1

SUBSTRUCTURE

COLLECTION

Page AmountNo


VIII/3/1/2

VIII/3/1/3

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V I I I / 3 / 1 / 4



ELEMENT NO. 2 - FRAME

CONCRETE WORK

Reinforced concrete


A Columns m3 215

B Horizontal beam m3 518

C Steped concrete at Conference hall (1st floor) m3 8

D 250mm Thick lift shaft/shear walls m2 859

E 150mm Thick slab m2 1,102

F 175mm Thick slab m2 3,896

G 200mm Thick slab m2 741

H 225mm Ramp sloping not more than 15 degrees m2 111

REINFORCEMENT

High tensile steel reinforcement to B.S. 4466 in structuralconcrete work including binding-wire and spacers blocks

J 8mm Diameter bar kg 3,799

K 10mm Diameter bar kg 32,490

L 12mm Diameter bar kg 86,240

M 16mm Diameter bar kg 25,401

N 20mm Diameter bar kg 40,054

P 25mm Diameter bar kg 53,123

Carried to Collection T Z S Section No. 3BILL NO. 3 - GROUND TO ROOF TERRACE LEVELElement No. 2FRAMES

V I I I / 3 / 2 / 1


SAWN FORMWORK TO:-

A Vertical sides of walls m2 1,718

B Vertical sides of columns m2 1,386

C Vertical riser of steps-at Conference hall (1st floor)m2 8

D Sides and soffits of horizontal beams over 3.5meters high butnot exceeding 5.0meters

m2 3,340

E Soffits of horizontal slab over 3.5meters high but not exceeding5.0meters m2 5,739

F Soffits of slopping ramp m2 111

METAL WORK

Supply and fix mild steel plate cover around the column fixed inwith 6Nos. stainless steel anchor fastner.

G 600 x 150 x 150 x 8mm Thick L-shape crushing plate paintedwith reflective paint No 62

Guard rail

H Supply and fix 900mm High stainless steel vertical pipe fixed toconcrete slab with 150 x 150 x 8mm thick mild steel platecomprising of 75mm diameter rail welded to 75mm diametergalvanised steel pipe. m 10

Carried to Collection T Z S Section No. 3BILL NO. 3 - GROUND TO ROOF TERRACE LEVELElement No. 2FRAMES

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Section No. 3


Element No. 2

FRAMES

COLLECTION

Page AmountNo


VIII/3/2/2

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ELEMENT NO. 3 - STAIRS

REINFORCED CONCRETE

In situ reinforced concrete grade '35' including vibrating aroundreinforcement

A Stairs m3 38

B 175mm Thick horizontal suspended landing m2 36

C Beam m3 3

REINFORCEMENT

High tensile steel reinforcement to B.S. 4466 in structuralconcrete work including biNding-wire and spacers blocks

D 12mm Diameter bars kg 3,291

E 16mm Diameter bars kg 11,802

SAWN FORMWORK TO:-

F Horizontal soffits of suspended landings m2 36

G Sloping soffits of stairs m2 125

H Sides and soffits of horizontal beams m2 44

J Vertical risers over 150mm but not exceeding 225mm high m 36

K Edges of open raking string to steps 300mm high (extreme),cut and fitted to profile of treads and risers m 66

STAINLESS STEEL BALUSTRADE SYSTEM

L Supply and fix 900mm high stainless steel balustrade systemcomprising of 50mm diameter stainless steel railing; 20mmdiameter stainless steel intermediate railing and balusteranchored to concrete work/blockwork; 6mm thick sand blastedglass clipped to rails and balusters and 6mm thick stainlesssteel plate/base plate all with brush finish as per Architect'sdetailed drawings. m 66

Carried Forward to Summary of Section No. 3 T Z S Section No. 3BILL NO. 3 - GROUND TO ROOF TERRACE LEVELElement No. 3STAIRCASE

V I I I / 3 / 3 / 1



ELEMENT NO. 4 - ROOF CONSTRUCTION

REINFORCED CONCRETE

In situ reinforced concrete grade '35' including vibrating aroundreinforcement

A 150mm Thick concrete gutter size 450mm x 1000mm high m 387

Mesh fabric reinforcement to B.S. 4483 and setting in concretewith 300mm side and end laps ( measured nett allow for laps)

B Square mesh fabric ref: A252 BRC in gutter. m2 316

SAWN FORMWORK TO:-

C Sides and soffits of concrete gutter m2 574

CONCRETE TREATMENT FOR PERMANET CORROSSIONFREE, WATER/MOISTURE PROOFING BY USINGSURFACE APPLICATION OF BITUMENT FELT ASPHALTTECHNOLOGY

Bitumen Felt roofing; Felt Bs 747 first layer type I B-1.8kg/m2,second layer type I E-3.8KG/M2; Ovarall bonding betweenlayers with hot bitumen bonding compaund; two coat bitumenvapour barrier.

To fall, cross-falls and sloping not exceding 45 degree fromhorizontal.

D Over 300mm Wide m2 58

To vertical walls,1000mm high.

E To wall m2 258

WATER PROOFING TOTHE ROOF CONSTRUCTION

Carried to Collection T Z S Section No. 3BILL NO. 3 - GROUND TO ROOF TERRACE LEVELElement No. 4ROOF CONSTRUCTION

V I I I / 3 / 4 / 1


Thoroughly clean concrete surfaces to remove all types of dirt;fill all visible cracks, honeycombs and holes as per Krystolspecifications No.1; sand surfaces to smooth level, prepare andapply full coat of Krystol T1 and wait for three hours to hardenthen apply finishing coat of Krstol T2; protect and cure properlyas per manufacturer's direction and Krystol specification

A On concrete slab m2 934

B On concrete wall m2 258

ROOF DRAINAGE

Supply and fix the following PLUVIA outlet as manufactured byGEBERIT or equal approved

C PLUVIA outlet 56mm diameter; 12 I/s ; Stainless steel 520 x520mm including contact sheet and heating element ref no.359.572.00.1 No 56

Coated cast iron rainwater pipes to B.S 460

D 100mm Pipe with standard holder bats buillt into blockwork

m 618

Carried to Collection T Z S Section No. 3BILL NO. 3 - GROUND TO ROOF TERRACE LEVELElement No. 4ROOF CONSTRUCTION

V I I I / 3 / 4 / 2


Section No. 3


Element No. 4

ROOF CONSTRUCTION

COLLECTION

Page AmountNo


VIII/3/4/2

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ELEMENT NO. 5 -EXTERNAL FACADE

CONCRETE WORK

Precast concrete grade "25" (12mm aggregate) includingformwork finished fair on all exposed surfaces, hoisting andplaced in position including bolting to concrete work

FINS

A Supply and fix Fins Size 100mm Thick x 450mm wide extremex 24900mm long cladded with 3mm thick ACP coated withPVDF all as per Architect Details drawings No 17

CURTAIN WALLING

Supply and fix Semi uritized, four way structually glazed stickcurtain walling system to Architect Approval strictly tospecifications; airtight water resistant way included by wird andseismic forces, comprising 150x75x5mm thick mullion and150x75x5mm thick transome both fixed at approved centres,with panes filled in with and including double glazed units (6 +16 + 6.76); curved where applicable, outer panel 6mm thickreflective high performance glass with coating on surface;16mm thick argon gas filled space and inner panel 6.76laminated ( 3mm/0.76mm PVB film/3mm) clear float glass,stepped and including 10mm outerglass overlap all as perArchitect approval.

B Curtain walling m2 1,652

C Extra over for 1500x1500mm window shutter to hung andopenable complete with necessary ironmongery as perArchitect details and approvals. No 126

METAL WORK

Carried to Collection T Z S Section No. 3BILL NO. 3 - GROUND TO ROOF TERRACE LEVELElement No. 5EXTERNAL FACADE

V I I I / 3 / 5 / 1


FRAMELESS SPIDER GLASS

A Supply and Install 12mm Thick frameless spider glass withdoor size 1800x3000 high on spring hinges including aluminiumhousing, approved door chrome plated pull handles 10mmclear laminated grazing and 2 heavy duty ss floor spring hingerall as per manufacturer specification and as per door scheduleand Architect approvals m2 22

LAMINATED GLASS

Supply and fix 13.52mm Thick laminated glass; 6mm thickclear glass + 1.52mm SGP + 6mm thick clear glass fixed tometal all as per Architect detail approval.(At GeneralStore-GROUND FLOOR LEVEL)

Panes over 1.50 but not exceeding 2.00 square meters m2 13

ALUCOBOND PANEL(ACP) - CLADDING

B Supply and fix 4mm Thick aluminium composite panel-ACPcomplete with polyethylene filled core from ALPOLIC orequivalant approved fixed to 25x25mm LHS. m2 219

INSULATED MATERIALS

C Supply and fix 50mm Thick rockwool insulated material on backof alucobond panels m2 219

EXTERNAL CLADDING

D Supply and fix 15mm Thick pre-polished granite tiles size1000x400mm to wall including cutting to profile colour to beapproved

m2 260

E Ditto to exposed columns ditto m2 132

MARMORAM FINISHING


V I I I / 3 / 5 / 2


Marmoran decorative rendering or similar; 13mm thick first coatof cement-lime-sand (1:1:6); sanding down and applymarmoran rbp acrylic primer; trowel apply marmoranpermaplast; two coats marmoran aquianil (pure acrylic) inaccordance with marmoran written instructions as per approvalof the Architects

A 26mm Thick to surfaces of blockwork or concrete wallsm2 883

WALING


B 150mm Walls m2 3,987


V I I I / 3 / 5 / 3


Section No. 3


Element No. 5

EXTERNAL FACADE

COLLECTION

Page AmountNo


VIII/3/5/2

VIII/3/5/3

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ELEMENT NO. 6 - INTERNAL WALLS ANDPARTITIONS

INTERNAL WALLING AND PARTITIONS

WALING


A 150mm Thick walls m2 3,999

GYPSUM PARTITIONS

Supply and fix 10mm Thick PU-Panel laminated MDF boardpartition plastered with decorative white in colour fixed tobrown/silver anodised aluminium units comprising 45 x 100mmsection/frames from approved manufacturer complete withaluminium beading to glazing, stainless screws to all joints, andboarding including cutting, pinning and fixing to concrete orblockwork to the Architect approval

B Gypsum board m2 1,904

GLASS PARTITIONS

Supply and fix 12mm Thick laminated glass wall partition fixedto brown/silver anodised aluminium units comprising 45 x95mm section/frames from approved manufacturer completewith aluminium beading to glazing, stainless screws to all joints,and boarding including cutting, pinning and fixing to concrete orblockwork

C Glass partitions m2 607

Carried Forward to Summary of Section No. 3 T Z S Section No. 3BILL NO. 3 - GROUND TO ROOF TERRACE LEVELElement No. 6INTERNAL WALLS AND PARTITION

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ELEMENT NO. 7 - DOORS

FRAMELESS DOORS

Supply and fix Frameless glazed doors with patch fittings

A Pair of Frameless glass door, 180degree floor spring and toppivot fixed into existing openings previously prepared in spiderglass, panels comprising frame with approved coating size175x100mm stainless steel handle, stainless steel pivot bottomand top heavy duty lock and other ironmongery with andincluding 12mm thick toughened glass eitching design inclusiveof all builders works and making good works disturbed all asper Architect design size 1800x2970mm high into two openableshutter each size 900x2100mm high Door schedules D01 No 17

ALUMINIUM LOUVRED DOORS

B Aluminium louvered door size 1200x2100mm High comprisingof two openable shutter each size 600x2100mm high,150x45x3mm RHS bottom and top rail to be filled in with metallouvres at 100mm c/c complete with all necessary ironmongery,all as per door schedules DR06 No 18

C Ditto size 600x3000mm High, comprising 150x45x3mm RHSbottom and top rail to be filled in with metal louvres at 100mmc/c complete with all necessary ironmongery, all as per doorschedules DR07 No 18

FLUSH DOORS

D 45mm Thick solid-core flush door overall size size 900x2100mm high, finished with veneer on both sides and hardwoodlipping on all edges and polyurethane matt polished No 89

Approved Pre-stressed Metal steel frames complete withArchitrave

E 60x175mm Frames m 534

F 60x175mm Transome/mullion m 112

Carried to Collection T Z S Section No. 3BILL NO. 3 - GROUND TO ROOF TERRACE LEVELElement No. 7DOORS

V I I I / 3 / 7 / 1


PANIC DOORS

A Supply and fix Panic door (FIRE DOORS) overall size 1000x2100mm high, complete with frames all necessary ironmongeryas per Arch door schedules No 14

TIMBER DOORS

Hardwood doors

Supply and fix Prime quality 'mkongo' or other equal andapproved hardwood

B 40mm Thick Panelled door size 1800x2700mm high in doubleshutter size 900x2100mm high each, comprising of 125mmwide stiles and top rails, 180mm wide bottom rail; 125mmintermediate rail with 30mm thick solid panel, housed to stilesand rail complete with two top light 6mm thick clear glass(m/s)as per door schedules DR01A No 4

C 40mm Thick hardwood door size 1000x2100mm highcomprising of 125mm wide stiles and top rails, 180mm widebottom rail; 125mm intermediate rail with 30mm thick solidpanel, housed to stiles and rail complete with two top light 6mmthick clear glass(m/s) as per door schedules DR02A

No 12

D 40mm Thick hardwood door size 900x2100mm high comprisingof 125mm wide stiles and top rails, 180mm wide bottom rail;125mm intermediate rail with 30mm thick solid panel, housedto stiles and rail complete with two top light 6mm thick clearglass(m/s) as per door schedules DR03

No 23

E 40mm Thick hardwood door size 800x2100mm high comprisingof 125mm wide stiles and top rails, 180mm wide bottom rail;125mm intermediate rail with 30mm thick solid panel, housedto stiles and rail complete with two top light 6mm thick clearglass(m/s) as per door schedules DR04

No 53


V I I I / 3 / 7 / 2


Timber Frames and finishings

A 45x150mm Frames, plugged to ground (m/s) m 489

B 45x150mm Transome/mullion twice rebated with one labour m 68

C 40x20mm Glazing beads with one labour m 229

D 45x20mm Thick Architrave with one labour m 489

Sawn hardwood, third grade

E 15x80mm Grounds, plugged m 489

GLAZING

Supply and fix 6mm Thick clear sheet glass and glazing totimber with beads (M/S) in panes

F In panes over 0.50 squre meters but not exceeding 1.00 squaremeters m2 41

IRONMONGERY

Supply and fix the following ironmongery as 'Manufactured byHaefele GmbH+cO. Post Fach 1237, 'D-72192 Nagold ProjectServices Department Tel No. '+497452/95-284, Email:dialock@ haefele.de.or any 'other equal and approved withmatching screws to 'hardwood or softwood or pre-stressedsteel frame background(measured 'separatelly)

G 150x75mm Stainless Brass Butt Hinges Pairs 165.0

H Cylinder Mortice lockset complete set referenceA-LS-C85-306-SNP Furniture No 165

J 150mm Long aluminium flush bolts No 330.0

K Rubber door stoppers 38mm diameter mounted to floor No 330


V I I I / 3 / 7 / 3


Section No. 3


Element No. 7

DOORS

COLLECTION

Page AmountNo


VIII/3/7/2

VIII/3/7/3

Carried Forward to Summary of Section No. 3 T Z S Section No. 3BILL NO. 3 - GROUND TO ROOF TERRACE LEVELElement No. 7DOORS

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ELEMENT NO. 8 - WINDOWS

ALUMINIUM WINDOWS

Supply and fix Brown anodised aluminium windows comprising50 x 150mm aluminium extrusion frame complete withironmongery Ref "HAFELE" stainless matt furniture, allen keylocks, stainless friction stay, neoprene gasket for glazing,silicon treated polypile weather striping, stainless scewsincluding 5mm thick clear glass fixed to frame with water tighrubber; all to the Architect's approval

A Double glazed 6mm glass aluminium window size 500x900mmhigh, all as per detailed drawing No 10

Timber window cill

B Supply and fix 150x25mm Curved and polished mahoganywindow board including 25mm mahogany quadrant m 5

CURTAIN BOX

C Supply and fix 100x150x10mm Thick timber curtain box toencase set of curtains including all necessary accessories(rode/poles) as per Architects details drawings m 660

VERTICAL BLINDS

D Supply and fix special made canvas material for vertical blindscomplete with railing sytem and all necessary devices as perArchitects specifications and approvals. m2 1,386

Carried Forward to Summary of Section No. 3 T Z S Section No. 3BILL NO. 3 - GROUND TO ROOF TERRACE LEVELElement No. 8WINDOWS

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ELEMENT NO. 9 - FINISHINGS

IN-SITU FINISHINGS

Internal plastering in two coats steel trowelled to a smoothfinish

A 15mm Thick to walls

m2 8,797

B 15mm Thick to columns m2 872

C 15mm Thick to ceiling

m2 530

D 15mm Thick to soffit of suspended slab(ducts) m2 491

E 15mm Thick to sloping soffits of staircase m2 125

F 15mm Thick to vertical and soffit of horizontal beams m2 3,239

TILES

Floor tiles

Supply and fix Heavy duty porcelain floor tiles laid on backingwith adhesive and pointed with colour cement mortar

G 600x600x10mm Thick tiling to floor m2 3,248

H 300x600x10mm Thick tiling to floor m2 60

J 300x300x15mm Thick heavy duty tiles tiling to ground & rooffloor m2 947

K 300x300x15mm Thick heavy duty tiles tiling - at Conferencehall (1st floor)

m2 72

L 300x300x10mm Thick tiling to floor m2 298

M 300x300x8mm Thick tiling to floor m2 102

Carried to Collection T Z S Section No. 3BILL NO. 3 - GROUND TO ROOF TERRACE LEVELElement No. 9FINISHING

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A 100 high skirting m 606

Walls tiles

Supply and fix Ceramic wall tiles laid on backing with adhesiveand pointed with white silican, color to Arch approval

B 300x600x12mm Thick m2 150

C 300x600x8mm Thick m2 60

Supply and fix Porcelain wall tiles laid on backing with adhesiveand pointed with colour cement mortar color to arch approval

D 300x600x10mm Thick tiling to wet areas m2 1,542

Granite Work

Supply and fix Pre polished selected granite tiles

E 600x600x25mm Thick granite tiles tiling to floor m2 153

F 300x600x25mm Thick to treads 300mm wide m2 137

G 600x150x25mm Thick tiles to 150mm riser m 456

H 600x300x10mm Thick tiles to landing m2 36

J 100mm skirting m 53

Granite Vanity Work Top

Supply and fix Pre-polished selected high quality granite vanitytop cut to size and worked on site

K 20mm Thick purpose made top granitem2 54

Supply and fix Italian granite and jointing in cement, sandmortar(1:3) and point in colour cement

L 600x600x25mm Thick tiling to walls

m2 216

Bed and backing:


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Cement and Sand (1:4) mortar

A 15mm Backings to receive wall tiles m2 1,968

B 20mm Beds to receive floor tiles m2 5,675

Floor Finishes (Carpet Tiles) - At Conference Hall

Carpert tiles; Nexus 500 x 500 x 8mm Thick Berber Piont 920Plainbac; Manufactured from 100% stain proof miracle fibre;Belgotex Carperts South Africa; 20 Chesterfield RD WillowtonPiemaritzburg 3201 South Africa; Tel 27 33 8977500; Email:belgoltex @ carpet.co.za

C Over 300mm wide to floorsm2 121


Amstrong ceilng

D Supply and fix Prime microlook cirrus BE ceiling tiles, withsmooth texture size 600x600x12mm thick including "T" fix file inlay with groove in the middle, amstrong main bean, cross tee,wall moulding, 6mm thick screw boby, 6mm pull blasting nut,38mm main bean and metal trims fixed into primary metal gridwork supported by rigid metal angle, with 1x14mm perforatedhangers fixed to concrete slab as per architects detail'sdrawings and specifications.(Office spaces) m2 2,208

E Supply and fix Prime microlook cirrus BE ceiling tiles, withsmooth texture size 600x600x1.5mm including "T" fix file in lay,metal trims, fixed into primary metal grid work supported byrigid metal angle, with 1x14mm perforated hangers fixed toconcrete slab as per detail's drawings m2 1,376


F Supply and fix 600x600x18mm Thick gypsum board suspendedceiling on timber brandering (m/s) at Lift Loby Area m2 220

G 50x50mm Treated softwood branderings m 1,530

H Gypsum cornice m 169


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Section No. 3


Element No. 9

FINISHING

COLLECTION

Page AmountNo


VIII/3/9/2

VIII/3/9/3

Carried Forward to Summary of Section No. 3 T Z S Section No. 3BILL NO. 3 - GROUND TO ROOF TERRACE LEVELElement No. 9FINISHING

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ELEMENT NO. 10 - DECORATIONS

INTERNAL WORK

Prepare and apply one thinned coat and two full coats of acrylicwash and wear emulsion with egg shell paint

A Plastered walls m2 4,990

B Plastered columns m2 793

Prepare and apply three coatsof 'polyurethane matt polish' orother equal and approved polish on wood surfaces

C Frames and the like not exceeding 100mm girth m 489

D General surfaces m2 611

EXTERNAL WORKS

Prepare and apply one thinned coat and two full coats ofweather guard paint to

E Rendered walls m2 1,696

Carried Forward to Summary of Section No. 3 T Z S Section No. 3BILL NO. 3 - GROUND TO ROOF TERRACE LEVELElement No. 10DECORATION

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ELEMENT NO. 11 - DEMOLITION WORKS

NOTE: The contractor shall take all necessary measures to minimizenuisance arising from noise, dust, etc during the demolitionworks.

The contractor shall visit the sites to obtain all informationregarding the nature, position, extent and practicality of theworks to be demolished.

Fittings and other accessories retrieved from demolitions andwhich are in good order shall become the property of theemployer and shall be stored as per Architect's direction.Othermaterials shall become the property of the Contractor who shalldispose them to the tip to be provided by himself. The contractor shall liaise with local Authorities (TANESCO,DAWASCO & TTCL) to disconect existing lines before the startof the demolition works.

A Uprooting trees (approx 10nos)average diameter 100mm Item

B Demolish existing concrete slab, paving blocks and pavers allover the site, approximate 390m2

Item

C Carefully demolish existing tranformer house includingfoundation; covered with IT sheet on timber structure, steelcolumns, perforated block walling approximately 40m2. Item

D Carefully demolition the existing concrete manholesapproximately 10nos Item

E Allow for the removal of services such as disused drains, pipes,cables etc during demolitions at site including necessarydiversions, cutting, stopping off, etc Item

F Carefully demolish existing one storey building (Block A)including foundation; covered with IT sheet on timber structure,blockwork walling, aluminium windows including steel grilles,doors and all services; Aproximate plinth area 5100 x 2800mm. Item

Carried to Collection T Z S Section No. 3BILL NO. 3 - GROUND TO ROOF TERRACE LEVELElement No. 11DEMOLITION WORKS

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A Carefully demolish existing one storey building (Block B) ditto;Aproximate plinth area 2200 x 8390mm. Item

B Carefully demolish existing two storey building (Block C)including foundation, reinforced concrete slab; ditto,blockwork/dry wall partition, ditto; Aproximate plinth area19100x 7000mm. Item

Carried to Collection T Z S Section No. 3BILL NO. 3 - GROUND TO ROOF TERRACE LEVELElement No. 11DEMOLITION WORKS

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Section No. 3


Element No. 11

DEMOLITION WORKS

COLLECTION

Page AmountNo


VIII/3/11/2

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Section No. 3


SECTION SUMMARY - BILL NO. 3 - GROUND TO ROOF TERRACE LEVEL


1 VIII/3/1/4SUBSTRUCTURE

2 VIII/3/2/3FRAMES

3 VIII/3/3/1STAIRCASE

4 VIII/3/4/3ROOF CONSTRUCTION

5 VIII/3/5/4EXTERNAL FACADE

6 VIII/3/6/1INTERNAL WALLS AND PARTITION

7 VIII/3/7/4DOORS

8 VIII/3/8/1WINDOWS

9 VIII/3/9/4FINISHING

10 VIII/3/10/1DECORATION

11 VIII/3/11/3DEMOLITION WORKS

Carried to Final Summary T Z S Section No. 3BILL NO. 3 - GROUND TO ROOF TERRACE LEVEL

V I I I / 3 / 1 2 / 1



ELEMENT NO. 1 - AIR CONDITIONING ANDVENTILATION INSTALLATIONS

A . SUM

Carried Forward to Summary of Section No. 4 T Z S Section No. 4BILL NO. 4 - SERVICES INSTALLATIONSElement No. 1AIR CONDITIONING AND VENTILATION INSTALLATION

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ELEMENT NO. 2 -ELECTRICAL INSTALLATIONS

A . SUM

Carried Forward to Summary of Section No. 4 T Z S Section No. 4BILL NO. 4 - SERVICES INSTALLATIONSElement No. 2ELECTRICAL INSTALLATIONS

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ELEMENT NO. 3 - LIFT INSTALLATIONS

A . SUM

Carried Forward to Summary of Section No. 4 T Z S Section No. 4BILL NO. 4 - SERVICES INSTALLATIONSElement No. 3LIFT INSTALLATIONS

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ELEMENT NO. 4 - PLUMBING AND FIRE FIGHTINGSYSTEM INSTALLATIONS

A . SUM

Carried Forward to Summary of Section No. 4 T Z S Section No. 4BILL NO. 4 - SERVICES INSTALLATIONSElement No. 4PLUMBING AND FIRE FIGHTING SYSTEM INSTALLATION

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ELEMENT NO. 5 - ICT AND SECURITYINSTALLATIONS

A . SUM

Carried Forward to Summary of Section No. 4 T Z S Section No. 4BILL NO. 4 - SERVICES INSTALLATIONSElement No. 5ICT AND SECURITY INSTALLATION

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Section No. 4

BILL NO. 4 - SERVICES INSTALLATIONS

SECTION SUMMARY - BILL NO. 4 - SERVICES INSTALLATIONS


1 VIII/4/1/1AIR CONDITIONING AND VENTILATION INSTALLATION

2 VIII/4/2/1ELECTRICAL INSTALLATIONS

3 VIII/4/3/1LIFT INSTALLATIONS

4 VIII/4/4/1PLUMBING AND FIRE FIGHTING SYSTEM INSTALLATION

5 VIII/4/5/1ICT AND SECURITY INSTALLATION

Carried to Final Summary T Z S Section No. 4BILL NO. 4 - SERVICES INSTALLATIONS

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BILL NO. 5 - PRIME COST AND PROVISIONAL SUMS

PRIME COST SUMS

Include the following prime cost sums for materials or goods tobe obtained from a nominated Supplier

A Objects of Art SUM 15,000,000.00

Include the following prime cost sums for works to be executedby Local Authority bodies

B Electrical Main Connection SUM 35,000,000.00

C Water Main Connection SUM 15,000,000.00

D Telephone Connection SUM 10,000,000.00

PROVISIONAL SUMS

Provide the following provisional sums for works or for costswhich cannot be entirely foreseen, defined or detailed at thetime the tendering documents are issued

E Builders work in connection with services installation. SUM 150,000,000.00

F Allow for case study and factory visit SUM 300,000,000.00

G External Works inclusive of fencing wall, generator/transformerhouse, gate house, landscaping walkways and paved areas SUM 100,000,000.00

H Testing of materials SUM 20,000,000.00

J Progress Photographs SUM 2,500,000.00

K Abnormal foundations SUM 75,000,000.00

L Pumping water from excavations SUM 50,000,000.00

M Refuse collection centre SUM 15,000,000.00

N Signage SUM 50,000,000.00

P Bore hole complete with water treatment facility SUM 150,000,000.00

Carried to Collection T Z S Section No. 5BILL NO. 5 - PRIME COST AND PROVISIONAL SUMSElement No. 1PRIME COST AND PROVISIONAL SUMS

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A Craddle Lifting Mashine (Infrastructure only) SUM 50,000,000.00

B Contingencies SUM 1,250,000,000.0

Carried to Collection T Z S Section No. 5BILL NO. 5 - PRIME COST AND PROVISIONAL SUMSElement No. 1PRIME COST AND PROVISIONAL SUMS

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Section No. 5

BILL NO. 5 - PRIME COST AND PROVISIONAL SUMS

Element No. 1

PRIME COST AND PROVISIONAL SUMS

COLLECTION

Page AmountNo


VIII/5/1/2

Carried to Final Summary T Z S Section No. 5BILL NO. 5 - PRIME COST AND PROVISIONAL SUMSElement No. 1PRIME COST AND PROVISIONAL SUMS

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BILL NO. 6- DAYWORKS (ALL PROVISIONAL)

LABOUR

In accordance with the relevant clauses of the Conditions ofContract, the Contractor shall be paid dayworks rates for extrawork that cannot properly be measured and valued and theContractor is to insert in the space provided below the basicrates and cost of labour as desribed hereunder

A Mason Hrs 10.00

B Carpenter Hrs 10.00

C Joiner Hrs 10.00

D Welder Hrs 5.00

E Plumber Hrs 10.00

F Plasterer Hrs 10.00

G Glazier Hrs 10.00

H Painter Hrs 10.00

J Labourer (Skilled) Hrs 50.00

K Labourer (Unskilled) Hrs 100.00

L Nett basic rate for Labour SUM

M To the basic nett rate of labour used for work carried out ondayworks, an addition of ........ % per cent which is to include fortask work and incentive schemes, tools, standing scaffolding,supervision, insurance, transport, profit and overheads %

Carried to Collection T Z S Section No. 6BILL NO. 6 - DAYWORKSElement No. 1DAYWORKS

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MATERIALS

In accordance with the relevant clauses of the Conditions ofContract, the Contractor shall be paid dayworks rates for extrawork that cannot properly be measured and valued and theContractor is to insert in the space provided below the basicrates and cost of materials as desribed hereunder

A Cement t 5.00

B Sand (Fine aggregate) m3 20.00

C Aggregate (12mm) m3 20.00

D Aggregate (19mm) m3 10.00

E Aggregate (37mm) m3 5.00

F Steel reinforcement (mild steel) kg 100.00

G Steel reinforcement (high tension) kg 100.00

H Krystol T1 kg 25.00

J Krystol T2 kg 25.00

K Sawn timber (podocarpus) m3 10.00

L Wrought timber (mahogany) m3 5.00

M Wrought timber (mvule) m3 5.00

N Paint, gloss ltr 20.00

P Paint, matt ltr 20.00

Q Paint, emulsion ltr 20.00

R Paint, linseed oil ltr 20.00

S Paint, wood preservative ltr 200.00

T Nett basic rate for Materials SUM


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A To the basic nett rate of materials used for work carried out ondayworks, an addition of ......... % per cent which is to includefor unloading and storing as necessary, the use of hand plantandmachinery etc available on site, profit and overheads %


V I I I / 6 / 1 / 3


PLANT

In accordance with the relevant clauses of the Conditions ofContract, the Contractor shall be paid dayworks rates for extrawork that cannot properly be measured and valued and theContractor is to insert in the space provided below the basicrates and cost of plant as desribed hereunder

A Portable compressor with two breakers or equivalent with15000mm hose and ancillary equipment Hrs 15.00

B Dump truck (1.25T) Hrs 15.00

C Lorry, seven ton tipper Hrs 20.00

D Concrete mixer (14/10) complete for weight batch mixing Hrs 20.00

E 50mm Self priming centrifugal pump with hose and ancillaryequipment Hrs 5.00

F Block making machine Hrs 25.00

G Tractor (rubber tyred), 2-wheel drive (40-60 b.h.p.) Hrs 5.00

H Wood working machine Hrs 10.00

J Nett basic rate for Plant SUM

K To the basic nett rate of plant used for work carried out ondayworks, an addition of ....... % per cent which is to include fordriver and/or attendant, fuel and consumable stores,supervision, insurance, profit and overheads %


V I I I / 6 / 1 / 4


Section No. 6

BILL NO. 6 - DAYWORKS

Element No. 1

DAYWORKS

COLLECTION

Page AmountNo


VIII/6/1/2

VIII/6/1/3

VIII/6/1/4

Carried to Final Summary T Z S Section No. 6BILL NO. 6 - DAYWORKSElement No. 1DAYWORKS

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BILL NO. 7- INSURANCE AND PERFORMANCESECURITY

INSURANCE

A Contractor to allow for a sum to provide insurance covers SUM

PERFORMANCE SECURITY

B Contractor to allow for a sum to provide Performance Security SUM

Carried to Final Summary T Z S Section No. 7BILL NO. 7 - INSURANCE AND PERFORMANCE SECURITYElement No. 1INSURANCE AND BOND

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FINAL SUMMARY

Section Page AmountNo No

1 VIII/1/3/1BILL NO. 1 - PRELIMINARIES

2 VIII/2/7/1BILL NO. 2 - BASEMENT LEVEL

3 VIII/3/12/1BILL NO. 3 - GROUND TO ROOF TERRACE LEVEL

4 VIII/4/6/1BILL NO. 4 - SERVICES INSTALLATIONS

5 VIII/5/1/3BILL NO. 5 - PRIME COST AND PROVISIONAL SUMS

6 VIII/6/1/5BILL NO. 6 - DAYWORKS

7 VIII/7/1/1BILL NO. 7 - INSURANCE AND PERFORMANCE SECURITY

.

.

SUB-TOTAL 1 T Z S

.

.

ADD:

ALLOWANCE FOR FIXING THE CONTRACT SUM SUM

.

.

ADD:18% VAT T Z S

.

.

TOTAL FIXED AMOUNT CARRIED TO FORM OF BID T Z S

V I I I / 8 / 1 / 1

BILL NO. 1 PRELIMINARIES - National Bureau of … BOQ-NBS-Building.pdffor car parking while offices...

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