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P. O BOX 3282 - 00200 TENDER FOR PROVISION OF BUILDING CIVIL CONSTRUCTION WORKS FOR THE COMPLETION OF CONSTRUCTION WORKS ON PLOT L.R. NO. 2495/2 CHANGAMWE FOR NATIONAL OIL CORPORATION OF KENYA COMPLETION BILL OF QUANTITIES ARCHITECT: DESIGN SOURCE LIMITED Email: [email protected] NAIROBI Email: [email protected] QUANTITY SURVEYOR: SWIFTCOST CONSULTANTS LIMITED P. O BOX 570 - 00100 NAIROBI Email: [email protected] STRUCTURAL ENGINEER: BAHATI ENGINEERING P. O BOX NAIROBI ELECTRICAL & MECHANICAL ENGINEERS ENGINEERING DESIGN PARTNERSHIP

TENDER FOR PROVISION OF BUILDING CIVIL …nationaloil.co.ke/pdf/BOQs_Changamwe_Mombasa.pdf · any conflicting provision in the relevant clauses of the Agreement and Schedule of Conditions

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P. O BOX 3282 - 00200

TENDER FOR PROVISION OF BUILDING CIVIL CONSTRUCTION WORKS FOR

THE COMPLETION OF CONSTRUCTION WORKS ON PLOT L.R. NO. 2495/2

CHANGAMWE

FOR NATIONAL OIL CORPORATION OF KENYA

COMPLETION BILL OF QUANTITIES

ARCHITECT:

DESIGN SOURCE LIMITED

Email: [email protected]

NAIROBI

Email: [email protected]

QUANTITY SURVEYOR:

SWIFTCOST CONSULTANTS LIMITED

P. O BOX 570 - 00100

NAIROBI

Email: [email protected]

STRUCTURAL ENGINEER:

BAHATI ENGINEERING

P. O BOX

NAIROBI

ELECTRICAL & MECHANICAL ENGINEERS

ENGINEERING DESIGN PARTNERSHIP

P.O BOX 12661 - 00100

NAIROBI

Email: [email protected]

ITEM NO DESCRIPTION UNIT AMOUNT

SECTION NO.1

PROPOSED OFFICE BLOCK ON PLOT L. R No. 2495/2, MAGONGO ROAD,

CHANGAMWE, MOMBASA

PRELIMINARIES

BILL NO. 1

PARTICULAR PRELIMINARIES

1/1/1 NOTES TO PRELIMINARIES Item 0.00

1. The Form of Contract shall be the Agreement and Schedule of Building

Contract 1999, Edition published by the Joint Building Council of Kenya.

2. Tenderers are referred to the above mentioned documents for the full intent

and meaning of each clause thereof. These clauses are hereinafter referred to by

clause number and heading only.

3. Where standard clauses or alternatives are not entirely applicable to this

contract, such modifications, corrections or supplements as will apply, are given

under each relevant clause heading.

4. Notwithstanding the terms of Clause 8, where modifications or amendments

as described are made, such modifications and/or amendments shall supersede

any conflicting provision in the relevant clauses of the Agreement and Schedule of

Conditions of Building Contract and Tenderer shall make due allowance for

whatever costs and charges he may consider necessary for the carrying out and

observance of the provisions of the clause as modified and/or amended.

5. Where any item is not relevant to this specific contract, such item is marked

N/A (signifying not applicable).

6. Tenderers shall allow opposite each clause for all costs involved in complying

with such clause. Items left unpriced shall be understood to be covered in prices

against other items throughout these Bills of Quantities. No claim for any extras

arising out of the tenderers omission to price any item shall be entertained.

7. Notwithstanding anything to the contrary contained in any of the contract

documents including the Agreement Schedule of Conditions of Building Contract

and the Preliminaries, the provisions of the Preliminaries as hereafter set forth

shall prevail and shall take precedence.

8. Unless otherwise defined the term Sub-Contractor shall mean Nominated Sub-

Contractor.

1/1/2 CONTRACT PARTICULARS Item 0.00

FORM OF CONTRACT

The Contractor will be required to enter into a Contract which will be the current

Form of Agreement and Schedule of Conditions of Building Works published by

The Joint Building Council, Kenya (April 1999 Edition) excepting in so far as varied

hereafter.

The Contractors attention is called to the following Clauses of the Conditions of

Contract, which shall be read as incorporated herein, and he shall allow any sums,

which he considers necessary for the carrying out and observance of such

conditions.

Clause 1.0Definitions.

Clause 2.0Articles of Agreement

Clause 3.0General obligations of the Employer.

Note:Sub-Clause 3.4 will be deleted.

Clause 4.0General obligations of the Contractor.

Clause 5.0General obligations of the Architect.

Clause 6.0General obligations of the Quantity Surveyor.

Clause 7.0Contract Documents.

Clause 8.0Contract Bills and Contract Price.

The Contract Bills have been prepared in accordance with the Standard method of

measurement of Building Works for East Africa, Second Edition Metric (Second

Printing) July 1989, published by the Architectural Association of Kenya, Chapter

of Quantity Surveyors, which is available for inspection at the offices of the

Quantity Surveyor by appointment.

Clause 9.0Contractors Site Agent and other staff.

Clause 10.0Clerk-of-Works.

Clause 11.0Liability against Injury to Persons Property.

Clause 12.0Insurance Against Injury to Persons and Property.

The Contractor shall effect and maintain in the joint names of the Employer and

the Contractor the following insurances as required by Clause 12.1.1 and 12.1.2

and shall allow for all costs thereof:

(i) ( Employers Liability (Workmens Compensation)

(ii) Third Party (Public Liability) for an Indemnity of not less than Shs. 5,000,000.00

for any one accident or series of accidents arising from the same event (unlimited

in aggregate).

(iii) Should the Contractor already hold annual Insurance covering the whole of

his activities, and the Indemnity required under this contract exceeds the

indemnity under the existing policy/ies, then further insurances shall be effected

and maintained to cover such excess.

(iv) The Contractor shall ensure that all Sub-Contractors effect and maintain such

insurances as are necessary to cover their liabilities in respect of injury to persons

and property and Workmens Compensation.

Clause 13.0Insurance of the Works (Contractors Liability)

To give effect to the Conditions of Contract and the requirements contained

herein, the Contractor shall effect a Contractors All Risks Policy to cover the full

value of the following and allow for all costs thereof.

(i)The Works and Temporary Works erected in performance of this Contract.

(ii)The materials on Site, Plant and Tools.

(iii) The cost and expense of removing debris of the property insured,

destroyed or damaged by any peril insured.

(iv)Professional Fees (to be allowed at 14.50% of the Contract Sum)

Clause 14.0Insurance of the Works (Employers Liability).

The Contractor shall insure against loss or damage to his own Plant, Tools and

Equipment on the Site, Road Vehicles and the Temporary Buildings and Hutments

erected in performance of this contract.

Note:Clause 14.0 and 15.0 will be deleted.

Clause 15.0Insurance of Works (Works of Alterations, etc.)

The Insurance shall be effected by the Employer.

The Contractor shall insure against loss or damage to his own Plant, Tools and

Equipment on the Site, Road Vehicles and Temporary Buildings and Hutments

erected in performance of this contract.

Note:Clause 14.0 and 15.0 will be deleted.

Clause 16.0Performance Bond.

Sub-Clause 16.1 will be amended to delete the words certified date of Practical

Completion and add the words issue of the Final Certificate.

Sub-Clause 16.2 shall be deleted.

Clause 17.0Compliance with Regulations, Notices, etc.

The Contractors particular attention is drawn to the requirement to include in his

tender for costs relating to the Training Levy and the Standards Levy.

The Contractor shall include for all costs arising from Observance of these

requirements in the space provided elsewhere in these Bills of Quantities.

Clause 18.0Programme of Works.

The Contractor will be responsible for arranging the programme with all Sub-

Contractors including the Nominated Sub-Contractors and Nominated Supplies.

Clause 19.0Access to the Works.

Clause 20.0Possession of Site and Commencements of Works.

Note: Sub-Clause 20.2 will be amended by the addition of the words or such

other date as arises by virtue of extensions of time granted under Clause 36 of

these Conditions.

Clause 21.0Leveling and setting out.

Clause 22.0Architects Instructions.

Note: Sub-Clause 22.5 will be amended to read Any instructions given directly by

the Employer to the Contractor shall be of no immediate effect but the Contractor

shall request the Architect for confirmation within seven days, failing which the

Contractor shall confirm the same in writing in the same manner as is provided for

in Sub-Clause 22.4. If confirmed by the Contractor, such instructions shall be

deemed to be Architects instructions.

Clause 23.0Specification of goods, materials and workmanship.

Clause 24.0Samples and Tests.

Clause 25.0Royalties and Patent Rights.

Clause 26.0Assignment.

Clause 27.0Sub-letting.

Clause 28.0Suspension of Works by the Architect.

Clause 29.0Suspension of Works by the Contractor.

Clause 30.0Variations

Note:Sub-Clause 30.3 will be amended by the deletion of the words the Employer

and.

Sub-Clause 30.14 will be amended by changing 0.01% to read 0.10%.

Daywork Rates:

Any Daywork ordered under Sub-Clause 30.6.3 shall be executed at the following

rates:-

Labour: The Prime cost to which *_________________ per centum shall be

added.

Materials: The Prime Cost (delivered to Site) to which *____________ per centum

shall e added.

Plant: The Net Hire Charge to which *______________ per centum shall be

added.

These percentage additions shall cover all insurances, use of small tools and non-

mechanical plant, sharpening tools, water, supervision, watching, power and

lighting, establishment and overhead charges and profit.

Dayworks will be allowed only where specifically ordered by the Architect in

writing.

All Daywork Sheets must be signed by the Architect and the Contractor or their

authorized representatives.

Clause 31.0Nominated Sub-Contractors.

Note:Sub-Clause 31.19 will be deleted.

The Contractor will be required to ensure that all Nominated Sub-Contractors

enter into the Sub-Contract Agreement issued under the authority of the Kenya

Association of Building and Civil Engineering Contractors and as amplified or

varied hereinafter and he must deposit with the Quantity Surveyor a signed

extract of the relevant details thereof.

Clause 32.0Nominated Suppliers

The Contractor will not receive any cash, trade or other discounts on Prime Cost

and Provisional Sums. Any profit in lieu of these discounts, which the Contractor

desires must be priced by him against the appropriate item, provided in the Bills of

Quantities.

When tendering for works covered by Prime Cost and Provisional Sums the

Contractor will be treated as any other Nominated Supplier or Sub-Contractor.

The Employer reserves the right to pay direct on the Certificates of the Architect

some or all accounts in respect of works and materials covered by Prime Cost and

Provisional Sums due to Nominated Sub-Contractors or Nominated Suppliers and

to deduct any amounts so paid from any sums otherwise payable to the

Contractor, should this reservation be adopted due to default on part of the

Contractor, any profits which the Contractor may have allowed on Prime Cost and

provisional Sums will be omitted from the Contract. Direct Payment will not be

deemed to construe omission of the works from the Contract and the Contractor

will continue to be responsible for the work or goods in accordance with the terms

of the contract.

Clause 33.0Work by other Persons engaged by the Employer.

Clause 34.0Payments.

Sub-Clause 34.14 and 34.15 will be deleted.

Sub-Clause 34.28 will be amended by addition of the words.:-

Any amount of such penalties or fines shall be added to the Contract price, and if

an interim certificate is issued after imposition of such penalties or fines, any such

amount shall be added to the amount which would otherwise be stated as due in

such a certificate.

Clause 35.0Fluctuations

Sub-Clauses 35.3 to 35.8 will be deleted.

Clause 36.0Extension of time.

Clause 37.0 Loss and Expense caused by disturbance of Regular Progress of the

Works.

Clause 38.0Termination of the Contract by the Employer.

Clause 39.0Termination of the Contract by the Contractor.

Clause 40.0Termination of the Contract by either party.

Clause 41.0Practical Completion and Defects Liability.

Sub-Clause 41.60 will be amended to read as follows.:-

Any defects , shrinkages or other faults which shall appear within the Defects

Liability Period stated in the Appendix to these conditions and which are due to

materials or workmanship not being in accordance with the contract shall

periodically be specified by the Architect in a schedule of defects which he shall

deliver to the contractor with the last such schedule being issued within 30 days

after the expiry of the Defects Liability Period.

After receipt of such schedule, the defects, shrinkages and other faults therein

specified shall be rectified by the contractor and (unless the Architect shall

otherwise instruct) entirely at his own cost within 30 days or such other period

that the Architect may instruct. If the Architect so Instructs, then an appropriate

deduction shall be assessed by the QS and made to the contract price in respect of

any such defects, shrinkages or other faults not rectified."

Clause 42.0Sectional Completion.

Clause 43.0Damages for Delay in Completion.

Sub-Clause 43.1 will be amended by the addition of

Words:-

Such certificate to be copied to the Contractor.

Clause 44.0Antiquities and other Objects of value.

Clause 45.0Settlement of Disputes.

1/1/3 APPENDIX TO THE CONDITIONS OF CONTRACT Item 0.00

The Appendix to the Conditions of Contract will be filled as follows:-

13.0Percentage to cover Professional Fees for

Insurance Purposes only14.50 %

16.1 Name of Contractors Surety To be provided by the

Contractor.

16.1Amount of Surety10% of Contract Sum.

16.2Name of Employers SuretyNot Applicable.

16.2Amount of SuretyNot Applicable.

18.1 Period for Submission of Programme 2 weeks after Award of

Contract.

20.1 Period for possession of site To be decided by the Architect

within 14 Days of receipt of notice of acceptance of

Tender

20.2Contract PeriodTo be inserted in the

form of Tender by the

Tenderer (Not Exceeding 52Weeks)

20.2 Date for commencement of Works To be decided by the

Architect within 14 Days of receipt of notice of

acceptance of Tender

20.2Date of practical completionTo be determined after

acceptance of Tender.

31.14)Name of Bank forTo be determined after

32.4.5)purposes of acceptance of Tender

34.6)Interest calculation

34.1Interval for application of payment certificatesMonthly

34.4Minimum amount of payment certificateNot Applicable

34.12Percentage of certified value retained10%

34.12Limit of retention fund 5%

34.15Period of release of interest on retention

money to ContractorNot Applicable

34.17Period of final measurement and valuationSix Months

41.6Defects liability periodSix Months

43.1Damages for delay in completionAt the rate of

KShs. 350,000

per Week or

part thereof.

1/1/4 SECTION B : ADDITIONAL PRELIMINARY CLAUSES Item 0.00

EMPLOYER AND HIS AGENTS

EMPLOYER

Name:National Oil Corporation

Postal Address:P.O. Box 58567-00100 Nairobi, Kenya

Telephone:(�020) 6952000

Fax:(�020) 6952400

LEAD CONSULTANT

Name:Design Source Limited

Postal Address:P.O. Box 3282-00200 Nairobi, Kenya

Telephone:(�020) 3579877

Fax:(�020) 3579878

PROJECT MANAGER

Name:Design Source Limited

Postal Address:P.O. Box 3282-00200 Nairobi, Kenya

Telephone:(�020) 3579877

Fax:(�020) 3579878

ARCHITECT

Name:Design Source Limited

Postal Address:P.O. Box 3282-00200 Nairobi, Kenya

Telephone:(�020) 3579877

Fax:(�020) 3579878

QUANTITY SURVEYOR

Name:Swiftcost Consultants Limited

Postal Address:P.O. Box 570-00100 Nairobi, Kenya

Telephone:(�020) 3579877

Fax:(�020) 3579878

STRUCTURAL/CIVIL ENGINEER

Name:Bahati Engineering Consultants

Postal Address:P. O. Box 51072-00200, Nairobi, Kenya

Telephone:(�0721) 514 777

Fax:(�020) 3579878

ELECTRICAL/MECHANICAL ENGINEER

Name:Engineering Design Partnership

Postal Address:P.O. Box 12661-00100 Nairobi, Kenya

Telephone:(�020) 2379964

Fax:(�020) 3579878

SECTION NO.1

PROPOSED OFFICE BLOCK ON PLOT L. R No. 2495/2, MAGONGO ROAD,

CHANGAMWE, MOMBASA

PRELIMINARIES

BILL NO. 2

GENERAL PRELIMINARIES

1/2/1 SUFFICIENCY OF TENDER Item 0.00

Tenderers shall be deemed to have satisfied himself before tendering as to the

correctness and sufficiency of his Tender for the Works and of the rates and prices

stated in the priced Bills of Quantities, which rates and prices shall cover all his

obligations under the Contract and all matters and things necessary for the proper

completion and maintenance of the Works.

1/2/2 DEFINITIONS AND ABBREVIATIONS Item 0.00

Terms used in these Bills of Quantities shall be interpreted as follows:

Approvedshall mean approved by the Architect

as directedshall mean as directed by the Architect

B.S shall mean the current British Standard specification published by the British

Standards Institution, 2 Park Street, London W.1., England.

cmshall mean Cubic Metres

sm.shall mean Square Metres

lmshall mean Linear Metres

mmshall mean Millimetres

kgshall mean Kilogramme

No.shall mean Number

1/2/3 FIGURED DIMENSIONS Item 0.00

Figured dimensions are to be followed in preference to dimensions scaled from

the Drawings, but whenever possible dimensions are to be taken on the Site or

from the Building. Before any work is commenced by Sub-Contractors or

Specialist Firms, dimensions must be checked on the Site and/or buildings and

agreed with the Contractor, irrespective of the comparable dimensions shown on

the Drawings. The Contractor shall be responsible for the accuracy of such

dimensions.

1/2/4 BILLS OF QUANTITIES Item 0.00

All quantities contained in these Bills of Quantities are indicative of the volume

and type of work to be executed.

Where items of work are to be built in or covered up, these shall be left uncovered

for a reasonable time to allow all measurements to be taken by the Quantity

Surveyor. Immediately the work is ready for measurement, the Contractor shall

give notice to the Quantity Surveyor.

If the Contractor makes default in these respects he shall, if the Architect so

directs, uncover the work at this own expense to enable the measurements to be

taken.

1/2/5 TRANSPORT TO AND FROM THE SITE Item 0.00

Tenderers shall include in their prices for the transport of materials, workmen,

etc., to and from the Site of the proposed Works, at such hours and by such routes

as are permitted by the Authorities.

1/2/6 PUBLIC AND PRIVATE ROADS, PAVEMENTS, ETC. Item 0.00

The Contractor will be required to make good, at his own expense, any damage he

may cause to the present road surfaces and pavements within or beyond the

boundary of the Site, during the period of the Works. In particular, all existing

trees, shrubs, plants, etc., which may be destroyed or damaged during the

progress of the Works are to be made good by the Contractor to the approval of

the Architect.

1/2/7 POLICE REGULATIONS Item 0.00

Tenderers are to allow for complying with all instructions and regulations of the

Police Authorities.

1/2/8 PHOTOGRAPHIC RECORD Item 0.00

A four weekly photographic record is to be provided by the Contractor, recording

the state of progress of the Works. Two copies of each photograph, suitably

mounted and annotated with the location and date, are to be made available to

the Employer via the Architect.

1/2/9 THE SITE Item 0.00

The site is on Plot LR No. 2495/2 along Magongo Raod at Changamwe in Mombasa

County. This location falls somewhere between the Airport and the City Centre

1/2/10 ACCESS TO THE SITE Item 0.00

Access to the site shall be designated by the Architect.

1/2/11 AREA OF THE WORKS Item 0.00

The area of the site to be occupied by the Contractor shall be pointed out by the

Architect. The Contractors shall not extend his operations (including working and

storage space) beyond the defined area of the Works.

1/2/12 SUPERVISION AND WORKING HOURS Item 0.00

The work must be carried out to cause the minimum inconvenience to the

occupants of the existing and adjoining premises.

1/2/13 VIEWING OF SITE Item 0.00

Tenderers shall view the site and any existing structures thereon and make

themselves thoroughly acquainted with the conditions under which the Works are

to be done. They shall acquaint by themselves by personal examination of the

means of access to the Works, the condition of the roads and generally of all

matters which may influence the execution of this contract.

1/2/14 EXISTING SERVICES Item 0.00

Prior to commencement of any work the Contractor is to ascertain from the

relevant Authorities the exact position, depth and level of all existing electric

cables, water pipes provisions or other services in the area and he shall make

whatever provisions may be required by the Authorities concerned for the support

and protection of such services. Any damage or disturbance caused to any services

shall be reported immediately to the Architect and the relevant Authority and

shall be made good to their satisfaction at the Contractors expense.

1/2/15 EXISTING AND ADJACENT PROPERTY Item 0.00

The Contractor must take all steps necessary to safeguard existing and adjacent

property, make good at his own expense any damage to persons or property

caused thereon, and hold the Employer indemnified against any such claim

arising.

The Contractor will be held fully responsible for the safety of the existing and

adjacent buildings and for any damage caused in consequence of these Works. He

must reinstate all damages at his own expense and indemnify the Employer

against any loss.

The Contractor must take such steps and exercise such care and diligence as to

minimize nuisance from dust, noise or any other cause to the occupiers of the

existing and adjacent property.

1/2/16 MANAGEMENT OF WORKS Item 0.00

The Contractor shall be responsible for the management of the sequence of the

carrying out of the works in such manner that the subsequent cutting or patching

of finished work is avoided.

The Contractor shall obtain all necessary particulars of sub-contractor' work

timeously so that provision for recesses, chases, holes, etc, may be made.

1/2/17 CONTRACTOR'S SUPERINTENDENCE Item 0.00

The Contractor shall constantly keep on the Works a literate English-speaking

Agent or Representative, competent and experienced in the kind of work involved,

and who shall give his whole time to the superintendence of the Works. Such

Agent or Representative shall receive on behalf of the Contractor, directions and

instructions from the Architect and such directions and instructions shall be

deemed given to the Contractor in accordance with the Conditions of Contract.

The Agent shall not be replaced without the specific approval of the Architect.

It is to be a specific condition of this Contract that the successful Tenderer shall

provide on site, throughout the period from the completion of the substructure to

the date for Practical Completion, a suitably qualified, experienced and competent

person to ensure that the Works are carried out to the standard required by the

specification and detailed on the Drawings; and shall ensure that upon

termination of employment, a suitable replacement is found

Before the Tenderers offer is accepted the Architect will personally interview the

Tenderers proposed Representative. A curriculum vitae of past experience and

qualifications must be provided for the Architects scrutiny.

Copies of the programme and its supporting documents together with all updates

shall be provided by the Contractor for the use of the Architect.

1/2/18 PROGRESS MEETING Item 0.00

Meetings related to the progress of the Works will be held at regular intervals and

at such other times as may be necessary, attended by the following:

1. the project manager

2.the architect

3.the contractors representative

4.the employers representative where applicable; and

5.the quantity surveyor and other agents as may be required

Sub-Contractors shall not be present at progress meetings unless specifically

requested by the Contractor or Architect.

The Architect shall record the minutes of the meeting and distribute them to all

affected parties.

1/2/19 TECHNICAL MEETINGS Item 0.00

Separate meetings to deal with technical and Sub-Contractors co-ordination

matters shall be held at the instance of the Architect or the Contractor.

1/2/20 MATERIALS AND WORKMANSHIP Item 0.00

GENERALLY

All materials shall be new unless otherwise directed or permitted by the Architect

and in all cases where the quality of goods or materials is not described or

otherwise specified (see Section 2 for General Description and Materials &

Workmanship), is to be best quality obtainable in the ordinary meaning of the

works best and not merely a trade signification of that word.

All materials and workmanship shall, unless otherwise specified or described,

conform to the appropriate British Standards Institution Specification current at

the date of Tender.

1/2/21 REJECTED WORKMANSHIP OR MATERIALS Item 0.00

Any workmanship or materials not complying with the specific requirements or

approved samples or which have been damaged, contaminated or have

deteriorated, must immediately be removed from the Site and replaced at the

Contractors expense, as required.

1/2/22 PROPRIETARY MATERIALS Item 0.00

Where proprietary materials are specified hereinafter the Contractor may propose

the use of materials of other manufacturer but of equal quality for approval by the

Architect.

All materials and goods, here specified to be obtained from a particular

manufacturer or supplier are to be used or fixed strictly in accordance with their

instructions.

1/2/23 SAMPLES Item 0.00

The Contractor shall furnish at the earliest possible opportunity before work

commences and at his own cost, any samples of materials or workmanship that

may be called for by the Architect for his approval or rejection, any further

samples in the case of rejection until such samples are approved by the Architect

and such samples, when approved, shall be the minimum standard for the work to

which they apply.

1/2/24 CONCRETE TESTS Item 0.00

Concrete test cubes,i.e per set of three as later described,including testing fee,

labour and materials, making moulds, transport and handling,etc

Successful tests only (PROVISIONAL )

Sets of three: 250 No. @ Shs.________

(Tenderer must insert rate and extend)

1/2/25 ORDERING OF MATERIALS Item 0.00

These Bills of Quantities are not intended for and shall not be used for ordering

purposes.

The Contractor shall order all materials to be obtained from foreign sources

immediately upon the award of the Tender and shall also order materials to be

procured from local sources as early as necessary to ensure that such materials

are on site when they are required for use in the works.

Should it become apparent prior to and during the construction period, that the

procurement of certain material may cause a delay, the Contractor shall

immediately inform the Architect of such possible delay who shall then instruct

the Contractor upon the action to be taken. Unless the Architect has failed to

specify materials timeously in terms of the accepted contract programme or

agreed revision thereto, the delay in the delivery of materials shall not justify any

extension of the Construction Period.

The Contractor shall obtain all necessary permits and licenses.

The Contractor shall be responsible for and shall replace or make good at his own

expense any materials lost or damaged.

Should the Tenderer consider that he will be unable to obtain materials for any

item on the drawings or items described in the Bills of Quantities or to obtain such

materials timeously in the specified sizes, he is to report this in writing to the

Architect before the closing date for the tenders and obtain the Architects written

directives in connection therewith.

If the Tenderer fails to do this, this tender will be taken as firm of all items

described in the Bills of Quantities and he will be responsible for supplying such

materials timeously to meet the programme for the Works.

1/2/26 OFFICE AND SHEDS Item 0.00

The Contractor shall erect and maintain temporary office accommodation for his

own use, and ample temporary watertight sheds for the proper storage and

protection of materials and for the use of artisans and remove when ordered.

Floors of sheds shall be at least 150 mm above ground level.

1/2/27 OFFICES AND SERVICES FOR THE ARCHITECT Item 0.00

The Contractor shall provide, erect and maintain where directed on the site, an

approved weather and sun-proof lock-up office for the sole use of the Architect

and his representatives with a total floor area of not less than 15 square metres.

The office shall be constructed with concrete or wood floor and the walls and

ceilings internally lined with fiberboard.

Glazed windows of not less 1.5 square metres and a stout door with lock and

fastenings shall be provided and the office furnished with wooden stools, tables

and chairs and drawing table along the full length of one side, complete with

drawers of sufficient size to carry the Drawings laid flat.

The Contractor shall also provide, erect and maintain a lock up European type

latrine for the sole use of the Architect and his representatives and to the

satisfaction of the Local Authorities and shall provide the services of a sweeper,

pay all charges and keep both office and latrine in a clean and sanitary condition

during the whole period of the Works.

The office and latrine shall be removed on completion.

The Contractor shall keep on site and maintain in good condition one dumpy or

quicker level and leveling staff, and one 30 metre steel tape for the use of the

Architect and his representatives.

1/2/28 PLANT, TOOLS AND SCAFFOLDING Item 0.00

The Contractor shall provide all necessary hoists, tackle, plant, vehicles, tools and

appliances of every description for the due and satisfactory completion of the

Works and shall remove same on completion.

The Contractor shall provide, erect and maintain all temporary scaffolding,

sufficiently strong and efficient for the due performance of the Works, including

Sub-Contractor Works, provide special scaffolding as and when required during

the Works and remove on completion and make good.

Such scaffolding shall be constructed of tubular steel or timber of sufficient

scantlings and be provided with planked footways and guardrails to approval.

All such plant, tools and scaffolding shall comply with all regulations whether

general or local, in force throughout the period of the Contract and shall be

altered or adapted during the Contract as may be necessary to comply with any

amendments in or additions to such regulations.

Scaffolding is not measured hereinafter, and the Contractor must allow in her or

his rates for the above.

1/2/29 HOARDING Item 0.00

The Contractor shall enclose the Site as required by the Local Authorities, with a

hoarding 2.40 metres high, with opening and gates as required, constructed of

substantial timbers to approval and covered with new galvanised iron corrugated

sheeting painted to approval.( Approximate length 290 metres )

1/2/30 WATCHING AND LIGHTING Item 0.00

The Contractor shall provide at his own risk and cost all watching and lighting as

necessary to safeguard the Works, plant and materials against damage and theft.

1/2/31 TEMPORARY ROADS Item 0.00

The Contractor shall provide where directed all temporary access roads, tracks

and paths necessary for the execution of the Works, including making good when

no longer required.

1/2/32 NOTICE BOARD Item 0.00

The notice board and lettering on same for the display of the General and Sub-

Contractors names shall be on approved size with the Employers name painted

thereon. The Architects, Quantity Surveyors and Consultants names shall be

printed in 50 mm letters all to the Architects design. No other notice board or

advertising will be permitted.

1/2/33 WATER Item 0.00

All water shall be fresh, clean and pure, free from earthy vegetable or organic

matter, acid or alkaline substance in solution or suspension.

The Contractor shall provide at his own expense all temporary distribution pipes,

storage tanks etc., and he shall clear away same upon completion of the Works,

including the work of Sub-Contractors.

Tenderers shall satisfy themselves that the existing supply is adequate for the

proper execution of the Works and if this is not the case they shall make the

necessary arrangements at their own expense to provide an adequate supply.

1/2/34 ELECTRICITY AND LIGHTING Item 0.00

The Contractor shall provide at his own risk and cost all artificial lighting and

power for use on the Works, including all Sub-Contractors and Specialists

requirements and including all temporary connections, wiring, fittings, etc. and

clearing away on completion. The Contractor shall pay all fees and obtain all

permits in connection therewith.

1/2/35 TELEPHONES Item 0.00

The Contractor shall provide either a mobile phone, a landline or a wireless phone

for the period of the Works, and shall pay all fees and/or rental for same.

1/2/36 TOILETS Item 0.00

The Contractor shall provide the necessary latrines for their staff and workmen to

the requirements and satisfaction of the Health Authorities and maintain the

same in a thoroughly clean and sanitary condition and pay all conservancy fees

during the period of the Works and remove same on completion.

1/2/37 NOMINATED SUB-CONTRACTORS Item 0.00

The Contractor shall be responsible for Nominated Sub-Contractors in every

respect and in particular it shall be the Contractors responsibility to ensure that

each Sub-Contractor commences and completes the work in such a manner and is

ready on the Site with his materials, labour and special plant at such times so as to

conform with the Progress Schedule, as specified previously, and to ensure

satisfactory progress.

The Contractor shall also accept liability for and bear the cost of General

attendance for the Nominated Sub-Contractors, which shall be deemed to include

of:

Allowing the use of standing scaffolding, maintenance and alteration of all

scaffolding, retention of all scaffolding until such time as all relevant Sub-

Contractors works are complete and removal of all scaffolding on completion.

Providing space for office accommodation, and for storage of plant and materials;

allowing use of sanitary accommodation; the supply of all necessary water, and

lighting; and clearing away all rubbish.

The items for General Attendance given hereinafter following P.C. Sums in respect

of Sub-Contractors work shall be deemed to include all the above.

The Contractor shall also accept liability for and bear the cost of Special

Attendance on Nominated Sub-Contractors, which shall include for one or more of

the followings:

Unloading, storing, hoisting, placing in position, providing power, provision of

special scaffolding.

The items of Special Attendance given hereinafter following P. C. Sums shall

include any one or more of the above items as set out in the particular reference.

Cutting away for and making good after the work of Sub-Contractors as may be

required will be measured and valued separately by the Quantity Surveyor.

1/2/38 NOMINATED SUPPLIERS Item 0.00

The Cost of Fix Only materials to be obtained from Nominated Suppliers which are

covered by Prime Cost or Provisional Sums shall include for taking delivery where

directed, checking with invoices or indents, reporting and claiming damages for

shortages and damaged goods, defraying demurrage, signing for as having been

received in good order, transporting, unloading, storing, covering and protecting

until the time of fixing, unpacking, replacing anything lost or damaged, sorting,

assembling, hoisting to required levels and fixing as described.

Before placing any orders with Nominated Sub-Contractors or Nominated

Suppliers the Contractor must ascertain that the terms and conditions of the

quotations and the dates of delivery of materials or execution of works comply

with the terms of Contract and the Progress Schedule.

1/2/39 PRIME COST RATES Item 0.00

Where description of items include a P.C. rate per unit this rate is to cover the net

supply cost of the unit only. The Contractors price must include for the cost for

the unit at the rate stated, plus waste, taking delivery, storage, fixing in position,

profit and overheads.

The actual net cost per unit will be adjusted within the Final Account against the

P. C. rate stated.

1/2/40 VALUE ADDED TAX Item 0.00

The Tenderers attention is drawn to the Finance Bill dated June, 1993 which

stipulates that Value Added Tax shall be charged on the value added in the

provision of building services. The Contractor shall NOT include the amount of the

Value Added Tax in his rates but shall include it as a lump sum at the Final

Summary page of theses Bills of Quantities.

The tenderer shall state the amount of V.A.T (16%) of the priced items

(excluding P.C Sums, Provisional Sums and Contingencies) at the Final

Summary page. Failure to do so will render his/her tender

NON RESPONSIVE and therefore disqualified automatically.

1/2/41 STAMP CHARGES Item 0.00

Tenderers shall allow for payments of all Stamp Charges in connection with Surety

Bond and Contract Agreement.

1/2/42 PRICING OF PRELIMINARIES Item 0.00

These Bills of Quantities have been formulated in the conventional manner,

whereby the Preliminaries have been included as a separate section, in order to

enable Tenderers to price their site establishment costs, site management, etc.

In pricing the Preliminaries, Tenderers are required to price the relevant items

individually, as a single lump sum Preliminaries amount will not be accepted.

In the event that a Tenderer elects not to price the Preliminaries section as

contained within these Bills of Quantities, then it will be deemed that all relevant

Preliminaries costs have been included within the rates as tendered within the

measured Bills of Quantities. Adjustments of the Preliminaries will, in this

instance, only be by remeasured final quantities applied to tendered rates.

1/2/43 PRICING BILLS Item 0.00

Tenderers are to allow opposite each item for all costs in connection therewith.

All prices to include, unless otherwise stated, for all materials, fabrication,

conveyance and delivery, unloading, storing, unpacking, hoisting, labour, setting,

fitting and fixing in position, cutting and waste (except where to be measured in

accordance with the Standard Method of Measurement) patterns, models and

templates, plant, temporary works, returning of packing, duties, taxes, imposts,

establishments charges, overheads, profit and all other obligations arising out of

the Contract.

Items left unpriced will be deemed to be covered in prices against other items

throughout these Bills of Quantities and no claim for any extras arising out of the

Tenderers omission to price any item will be entertained.

Prices for all plant, temporary works, services and other items provided shall

include for the supply, maintenance, operating cost and subsequent removal and

making good as necessary.

1/2/44

INTERPRETATION OF DRAWING, SPECIFICATIONS AND BILLS OF QUANTITIES Item 0.00

Should any part or parts of the Drawings, Specifications or Bills of

Quantities not be clearly intelligible to the Contractor, or the material

or articles to be used in the execution of the Works be considered

insufficiently described or the manner in which the work is to be

carried out not be clear, the Contractor must obtain from the

Architect the necessary information to clarify such Drawings,

Specification, Bills of Quantities or instructions which request shall

be in writing. The Contractor shall be held solely responsible for and

shall, at his own expense, rectify any errors arising out of incorrect

interpretation of the Drawings, Specification, and Bills of Quantities

or instructions.

1/2/45 SHOP DRAWINGS Item 0.00

Shop drawings are drawings, illustrations, schedules, performance

charts, brochures and other data which are prepared by the

Contractor or Sub-Contractor, Manufacturer, Supplier or Distributor

and which detail some portion of the work.

Where applicable, the necessary copies of shop drawings shall be

supplied to the Contractor by Sub-Contractors or Suppliers, who

must obtain the Architects approval of such shop drawings

before the relevant work is put in hand. A proper record of shop

drawings must be kept by the Contractor including dates of receipt,

submission and approval.

The Contractor is to present a complete schedule showing the

sequence of submission of shop drawings, including

submission dates and the scheduled dates for approval of drawings.

This schedule is to take into account that the Architect and the

Consulting Engineer require a reasonable check period from the date

of receipt of shop drawings before returning the drawings to the

Contractor in accordance with the Works programme.

The Architects approval of shop drawings or samples is limited to

check conformity with design and specification and shall not relieve

the Contractor from his responsibility for erection and/or installation.

In addition to the shop drawings, the Contractor shall also supply to

the Architect marked-up structural or other drawings showing any

changes and/or additional requirements to be made in the structure

in order to fit in dimensions of apparatus and materials to be installed

by him. This information to be supplied in accordance with the

works programme.

1/2/46 GUARANTEES AND MAINTENANCE INSTRUCTIONS/MANUALS Item 0.00

The Contractor shall obtain and hand over to the Architect on

Practical Completion all relevant guarantees, any operating and

maintenance instruction manuals, data or instructions required by the

Architect or provided by manufacturers, suppliers or

Sub-Contractors.

The Contractor shall ensure that all warranties and guarantees

received fully ceded to the Employer on Final Completion, failing

which the release of Surety Bond will be withheld until this is

satisfactorily completed.

The guarantees shall state that workmanship, materials and

installations are guaranteed for a specified reckoned from the date

of Practical Completion of the Works and that any defects in the

workmanship, materials and installation that may arise during that

period shall be made good at the expense of the firm doing the work

upon written notice from the Architect or the Employer to

do so.

1/2/47 SECURITY AT COMPLETION Item 0.00

At completion, the Contractor shall leave the Works secure with all

accesses locked. The Contractor shall account for and hand over to

the Architect all keys, properly labeled with an itemized schedule to

be signed by the Architect as receipt.

1/2/48 TRAINING LEVY Item 0.00

The Contractors attention is drawn to Legal Notice No. 237 of

October, 1971, which requires payment by the Contractor of

Training Levy on all contracts of more than Shs.50,000/= in value

and his tender must include for all costs arising or resulting

therefrom.

1/2/49 STANDARD LEVY Item 0.00

The Contractor's attention is drawn to Legal Notice No. 267 of

22nd June 1990, which requires payment, by the Contractor of

Standard Levy. His tender must include for all costs arising or

resulting.

SECTION SUMMARY - PRELIMINARIES

Bill

No

1 PARTICULAR MATTERS Page

2 GENERAL MATTERS Page

Carried to Final Summary

JOB REF : SCC/DS/037/2014

Bills of Quantities(Completion of Works)

Item Unit Quantity Rate Amount

No Kshs Kshs

SECTION NO. 3

OFFICE BLOCK

BILL NO. 5

INTERNAL WALLING

Concrete vent block walling; approved pattern

2/5/6 Walling reinforced as described; 200 mm thick m² 3 -

TOTAL FOR INTERNAL WALLING CARRIED TO SUMMARY -

INTERNAL WALL FINISHES

Prepare and apply three coats silk vinyl emulsion paint

2/7/10 Plastered walls and beams (Final Coat) m² 2,280 -

2/7/11 Concrete Surfaces m² 42 -

TOTAL FOR INTERNAL WALL FINISHES CARRIED TO SUMMARY -

SECTION NO. 3

OFFICE BLOCK

BILL NO. 8

EXTERNAL WALL FINISHES

Prepare and apply external paint as "ruff and tough"

2/8/1 Rendered walls externally m² 80 -

TOTAL FOR EXTERNAL WALL FINISHES CARRIED TO SUMMARY -

SECTION NO. 3

OFFICE BLOCK

BILL NO. 9

FLOOR FINISHES

Vitrified Ceramic Floor tiles and fittings

2/9/4 Supply and fix 600x600x10mm ceramic tiles m² 37 -

Coloured Polished Porcelain floor tiles and fittings

2/9/5Supply and fix 600x600x10mm granito tiles to floors m² 15 -

2/9/6 Ditto finish to treads and risers - 20 mm m² 68 -

2/9/7 Ditto skirting fixed with approved adhesive - 100 x 15 mm m 75 -

Terrazo

2/9/15 Polished terrazzo paving to approved colour, 40 mm thick, including plastic

division strip m² 145 -

2/9/16 Skirting with small cove at the bottom and rounded top edge size 100 x 20

mm m 199 -

TOTAL FOR FLOOR FINISHES CARRIED TO SUMMARY -

Proposed Office Block for National Oil Corporation

© 2016, Swiftcost LLP , Quantity Surveyors

JOB REF : SCC/DS/037/2014

Bills of Quantities(Completion of Works)

Item Unit Quantity Rate Amount

No Kshs Kshs

SECTION NO. 3

OFFICE BLOCK

BILL NO.10

CEILING FINISHES

Acoustic tiles

2/10/3 600 x 600 x 16 mm "Armstrong Fissured Minaboard" m² 226 -

Gypsum Board

2/10/4 Gypsum board to soffits of ceilings - 12mm thick m² 243 -

2/10/5 100mm matching gypsum cornice moulded with 4 labours m 144 -

Sawn cypress treated as described

2/10/6 50x50mm sawn cypress brandering nailed to rafters m 635 -

Prepare and apply three coats " duraplast duracoat "

2/10/7 Rendered soffits m² 71 -

Prepare and apply three coats first quality emulsion paint

2/10/8 Slopping soffits of gypsum ceilling m² 243 -

2/10/9 Surfaces 100 - 200 mm girth m 144 -

TOTAL FOR CEILING FINISHES CARRIED TO SUMMARY -

SECTION NO 3

OFFICE BLOCK

BILL NO 11

STAIRCASE FINISHES

Polished terrazzo paving to approved colour, 40 mm thick, including plastic

division strip

2/11/1 40mm Paving to floor landing m² 14 -

2/11/2 Ditto to treads including non-slip grooves , 300 x 20mm m 113 -

2/11/3 Ditto to risers, 150 x 20mm m 119 -

2/11/4 Skirting with small cove at the bottom and rounded top edge size 100 x 20

mm m 33 -

2/11/5 Skirting side of stairs - 300 x 20 mm m 33 -

2/11/6 Extra over for non slip grooves to tread - 30 mm wide m 119 -

TOTAL FOR STAIRCASE FINISHES CARRIED TO SUMMARY -

Proposed Office Block for National Oil Corporation

© 2016, Swiftcost LLP , Quantity Surveyors

JOB REF : SCC/DS/037/2014

Bills of Quantities(Completion of Works)

Item Unit Quantity Rate Amount

No Kshs Kshs

SECTION NO. 3

OFFICE BLOCK

BILL NO. 13

WINDOWS

Powder Coated Aluminium framed Windows

2/13/1

Take panes on site and Fix ONLY to window frames complete with silicon

sealant; and associated hasps, stays, fasteners of any other associated

ironmongery No 70 -

Aluminium louvres

Powder Coated Aluminium sections

2/13/25 Purpose made aluminium louvres comprising 75 x 50 x 3 mm m2 4 -

TOTAL FOR WINDOWS CARRIED TO SUMMARY -

SECTION NO. 3

OFFICE BLOCK

BILL NO.14

DOORS

Ironmongery

Supply and fix the following ironmongery

2/14/14 Double action floor spring No 0 -

2/14/15 Mortice dead lock complete with a rebate plate No 2 -

2/14/16 Stainless steel engraved pull/push plates size 300 x 75 mm No 37 -

2/14/17 Flush bolt satin nickle 200 mm No 19 -

2/14/18 Stainless steel "D" pull handles No 10 -

2/14/19 Aluminium door stop, round shaped No 19 -

2/14/20 Stainless steel double washered hinges 100 x 75 x 2 mm No 0 -

2/14/21 Overhead door closer No 16 -

2/14/22 Outside access lock device for panic bolt No 0 -

2/14/23 Panic bolt set for single door No 0 -

2/14/24 Aluminium kicking plate size 900 x 200 mm No 30 -

2/14/25 Male/Female/Disabled sign plate size 150 x 75 mm No 19 -

2/14/26 Coat and hat hook rubber tipped No 19 -

2/14/27 Cylinder mortice lockcase No 19 -

2/14/28 Set Stainless steel lever handles No 2 -

-

2/14/29 Indicator bolt No 0 -

-

2/14/30 45mm solid core flush doors No 2 -

-

2/14/31

one hour check flush door to BS 459 (part 3) 55mm solid core flush door No 1 -

-

2/14/32 900x2100mm the door is also burglar-proof due to its multi-bolting locking ,

and advanced keying system. no 1 -

TOTAL FOR DOORS CARRIED TO SUMMARY -

Proposed Office Block for National Oil Corporation

© 2016, Swiftcost LLP , Quantity Surveyors

JOB REF : SCC/DS/037/2014

Bills of Quantities(Completion of Works)

Item Unit Quantity Rate Amount

No Kshs Kshs

SECTION NO. 3

OFFICE BLOCK

BILL NO. 15

JOINERY FITTINGS (PROVISIONAL)

The Following in Kitchen

Blockboard to B.S. 3444

2/15/13 Sides , divisions, shelves or tops - 20 mm m2 46 -

Medium Density Fibre ( MDF ) Board

2/15/14 Fixed panels - 25 mm m2 5 - -

2/15/15 18 mm Door size 575 x 535 mm high No 80 -

2/15/16 18 mm Door size 500 x 535 mm high No 80 -

2/15/17 Drawers, size 596 x 230 x 550 mm No 80 -

Prepare and apply three coats 1st quality emulsion paint

2/15/26 Plastered walls m2 2 -

2/15/27 Plastered soffits m2 9 -

Sundries

2/15/28 Chase in walling for edge of slab size 50 x 75 mm m 0 -

The Following in High Level Kitchen Cabinets

Wrot Cypress

2/15/29 Beareres 50 x 25 mm m 248 -

Blockboard to B.S. 3444

2/15/30 Sides , divisions, shelves or tops - 20 mm m2 119 -

Medium Density Fibre ( MDF ) Board

2/15/31 18 mm Door size 300 x 350 mm high No 80 -

Supply and fix the following ironmongery

2/15/32 Pairs Mepla Hinges No 160 -

2/15/33 Cupboard handles No 80 -

Knot , prime,stop and spray paint woodwork

2/15/34 Surfaces not exceeding 100 mm m 248 -

2/15/35 General Surfaces m2 330 -

TOTAL FOR DOORS CARRIED TO SUMMARY -

SECTION NO. 3

OFFICE BLOCK

BILL NO. 16

BUILDER'S WORK

Glass wool fire insulation

2/16/18 To service ducts, average 200mm thick m2 18 -

TOTAL FOR BUILDERS WORK CARRIED TO SUMMARY -

Proposed Office Block for National Oil Corporation

© 2016, Swiftcost LLP , Quantity Surveyors

JOB REF : SCC/DS/037/2014

Bills of Quantities(Completion of Works)

Item Unit Quantity Rate Amount

No Kshs Kshs

SECTION NO. 5

EXTERNAL WORKS

(ALL PROVISIONAL)

BILL NO. 1

DEMOLITIONS

NOTE:

The Employer reserves the right to retain any material

SITE PREPARATION

Demolition Works

4/1/1

Careflly take out terrazo flooring and prepare surface for new finish (56 SM) Item -

4/1/2

Carefully take down partially installed mild steel canopy (approx= 70 SM) Item -

4/1/3 Take out existsing concrete floor bed as directed (Approx = 200 SM) Item -

TOTAL FOR DEMOLITION WORKS CARRIED TO SUMMARY -

SECTION NO. 5

EXTERNAL WORKS

BILL NO.2

ROADS AND PARKINGS

(ALL PROVISIONAL)

Excavations

4/2/1 Excavate to reduce levels; not exceeding 1.50 m deep m³ 119 -

Disposal

4/2/2 Load and cart away surplus spoil m³ 119 -

Surface treatment

4/2/3 Grade and compact subgrade to receive roads m² 238 -

Filling

4/2/4 Approved filling in compacted layers m³ 36 -

4/2/5 Murram sub - base in layers compacted to 100 % - 165 mm m² 238 -

4/2/6 Hand packed stone base in layers, thickness - 225 mm m² 238 -

4/2/7 Approved total persistent herbicide applied to sub-base m² 238 -

Concrete block paving

4/2/8 Heavy duty concrete paving blocks size 210 x 105 x 80 mm m² 238 -

Precast concrete class 20 finished

4/2/9 200 x 100 mm thick channel block m 135 -

4/2/10 125 x 250 mm kerb and 125 x 100 mm channel m 59 -

4/2/11 125 x 250 mm kerb rounded on one corner m 23 -

4/2/12 Ditto curved on plan m 5 -

Footpath surfacing

4/2/13 Precast concrete paving in generally 600x 600x 50 mm slabs m² 6 -

4/2/14 Labour & material in curved cutting to PCC paving slabs m 5 -

Road marking paint

4/2/15 Prepare and apply two coats of road marking paint m 168 -

TOTAL FOR ROADS AND PARKING CARRIED TO SUMMARY -

Proposed Office Block for National Oil Corporation

© 2016, Swiftcost LLP , Quantity Surveyors

JOB REF : SCC/DS/037/2014

Bills of Quantities(Completion of Works)

Item Unit Quantity Rate Amount

No Kshs Kshs

SECTION NO. 5

EXTERNAL WORKS

BILL NO. 3

FOUL DRAINAGE

(ALL PROVISIONAL)

Excavations of drain trenches

4/3/1 For 225 mm drain pipe average depth - 1500 mm m 19 -

Spun concrete cylindrical pipes and fittings

4/3/2 Pipes jointed with gasket; dia - 225mm m 19 -

4/3/3 Mass concrete class 20 in Type "D" bed and surround m³ 5 -

Inspection Chambers

4/3/4 Construct 450 wide x 600 mm long x 1500 mm deep No 3 -

Oil and Petrol Interceptor

The following in Petrol Interceptor

Note:

All plumbing/drainage by a plumbing sub-contractor

Disposal

4/3/8 Load and cart away surplus spoil m³ 12 -

Manhole Covers

4/3/22 Heavy duty solid top rectangular manhole cover No 5 -

Lime plaster

4/3/23 Plaster to walls m² 30 -

4/3/24 Plaster to sofits m² 8 -

TOTAL FOR FOUL DRAINAGE CARRIED TO SUMMARY -

Proposed Office Block for National Oil Corporation

© 2016, Swiftcost LLP , Quantity Surveyors

JOB REF : SCC/DS/037/2014

Bills of Quantities(Completion of Works)

Item Unit Quantity Rate Amount

No Kshs Kshs

SECTION NO. 5

EXTERNAL WORKS

BILL NO. 4

STORM WATER DRAINAGE

(ALL PROVISIONAL)

Excavations of drain trenches

4/4/1 Excavate for 300mm internal diameter IBD 500mm deep m 80 -

Precast concrete finished fair

4/4/2 Invert block with formed channel and grooves m 28 -

Plain concrete class 15

4/4/3 50 mm blinding under foundations m² 44 -

Vibrated reinforced concrete class 20

4/4/4 Channels m 0 -

Natural stone walling in cement mortar (1:3 )

4/4/5 200 mm wall m² 0 -

Mild Steel grating

4/4/6 Mild steel grating comprising 40 x 10 mm flats m 0 -

Waterproofed cement and sand (1:4) rendering

4/4/7 Rendering to sides and bottom of channels m² 0 -

Ring Manholes

4/4/8 1050 mm diameter x 1500 mm deep No 0 -

TOTAL FOR STORM WATER DRAINAGE CARRIED TO SUMMARY -

SECTION NO. 5

EXTERNAL WORKS

BILL NO. 5

BOUNDARY WALL FINISHES

BOUNDARY WALL

Lime plaster

4/5/1 Plaster to walls m² 278 -

Prepare and apply three coats "egg shell" emulsion paint

4/5/2 Plastered walls and beams m² 278 -

TOTAL FOR BOUNDARY WALL FINISHES CARRIED TO SUMMARY -

Proposed Office Block for National Oil Corporation

© 2016, Swiftcost LLP , Quantity Surveyors

JOB REF : SCC/DS/037/2014

Bills of Quantities(Completion of Works)

Item Unit Quantity Rate Amount

No Kshs Kshs

SECTION NO. 3

PUMP SHED CAGE

BILL NO. 1

SUBSTRUCTURES

(PROVISIONAL)

EXCAVATIONS

Note: Tenderers are advised to allow for working space in their rates

Excavations including maintaining and supporting sides and keeping free

from water, mud and fallen material

A Excavate oversite commencing at reduced levels 300 mm deep m² 7 -

Backfilling and Disposal

B Load and cart away surplus spoil m³ 2 -

Imported filling

C Hardcore bed blinded to receive concrete m³ 1 -

D 50mm quarry dust blinding to surfaces of hardcore m² 7 -

Anti- termite treatment

E

Chemical anti-termite treatment executed complete by an approved

specialist under a ten (10) year guarantee to surfaces of blinded hardcore

7 -

Damp proof membrane

F 500 gauge polythene or other equal and approved damp proof membrane

laid under surface bed with 300mm side and end laps (measured nett-allow

for laps)

7 -

Vibrated reinforced concrete class 20 in;

G 100 mm Surface bed m² 7 -

Steel mesh fabric reinforcement to B.S. 4483

H

Layer of mesh fabric reinforcement laid in slab or bed ( measured nett - no

allowance made for laps ) - Ref A142 weighing 2.22 Kgs per square meter

7 -

Formwork

J Edges of beds , etc. 75 to 150 mm high m 11 -

Cement and sand (1:4) screed

K To floors - 28mm m² 7 -

Carried Forward Kshs -

Proposed Office Block for National Oil Corporation

© 2016, Swiftcost LLP , Quantity Surveyors

JOB REF : SCC/DS/037/2014

Bills of Quantities(Completion of Works)

Item Unit Quantity Rate Amount

No Kshs Kshs

Brought Forward -

SECTION NO. 3

PUMP SHED CAGE

BILL NO. 2

SUPERSTRUCTURES

Mild Steel Works

Mild steel rolled hollow sections; all joints 8 mm fillet welded; including

priming with red oxide after fabrication and applying two coats gloss oil

paint to Architect's approval

A 50 x 50 x 3 mm mild steel SHS, 4.4 Kg/m balustrading primed and painted

complete with connecting plate screwed to flooring and covered in mild steel

cap and fishtail connection as required Kgs 175 -

B 25 x 25 x 2 mm mild steel SHS, 1.45 Kg/m balustrading primed and painted

complete with connecting plate screwed to flooring and covered in mild steel

cap and fishtail connection as required Kgs 211 -

Zed purlins

C 100 x 50 x 3 mm M.S Rectangular Hollow Section (RHS) support stand; weight

6.7 kg/m Kgs 67 -

Roof Cover

D Supply and fix gauge 26 curved pre-painted aluminium-zinc coated Industrial

Trough (IT 5) profiled sheet roofing complete with hooks, screws or nail fixed

as recommended by manufacturer

m² 10 -

Gutters and Down Pipes

E 2mm thick mild steel plate bent twice to form u shaped gutter, overal girth

750mm m 3 -

18 Gauge galvanised plain sheet metal bent, welded joints with and

including steel brackets and hangers all in accordance with the detailed

drawings

F

100 x 100 mm down pipe secured to wall with and including steel brackets m 2 -

Prepare, prime and apply two undercoats and one finishing coat gloss paint

on metal work

G General surfaces of metal gutters and rain water down pipes m² 2 -

Prepare and apply two coats bituminous paint to;

H Internal surfaces of gutters, etc m² 2 -

The following Iron Mongery in door

J Stainless steel butt hinges - 100 mm PRS 3 -

K Tower bolt - 100mm long Nos 2 -

TOTAL FOR PUMP SHED CAGE CARRIED TO SUMMARY Kshs -

Proposed Office Block for National Oil Corporation

© 2016, Swiftcost LLP , Quantity Surveyors

JOB REF : SCC/DS/037/2014

Bills of Quantities(Completion of Works)

Item Unit Quantity Rate Amount

No Kshs Kshs

SECTION NO. 5

EXTERNAL WORKS

BILL NO. 4

PRODUCT LINE CHANNEL & TYRE CENTRE RENOVATION

PRODUCT LINE CHANNEL

B Load and cart away surplus spoil m³ 12 -

Sand Backfill in Channel

J Sand backfill inside product line channel m³ 9 -

K

Precast Concrete covers to Product Line Ducts wiyh anle line boarders

m² 25 -

RENOVATION TO TYRE CENTRE

A 25 x 25 x 3mm RHS sections welded m 103 -

B Painting to grills on both sides m2 42 -

Roof Cover

C Supply and fix gauge 26 curved pre-painted aluminium-zinc coated Industrial

Trough (IT 5) profiled sheet roofing complete with hooks, screws or nail fixed

as recommended by manufacturer m² 13 -

D 900mm diameter heavy duty watertight manhole covers No 5 -

TOTAL FOR PRODUCT LINE CHANNEL CARRIED TO SUMMARY -

Proposed Office Block for National Oil Corporation

© 2016, Swiftcost LLP , Quantity Surveyors

JOB REF : SCC/DS/037/2014

Bills of Quantities(Completion of Works)

Item Unit Quantity Rate Amount

No Kshs Kshs

SECTION NO. 6

PRIME COST SUMS FOR ENGINEERING SERVICES

BILL NO.1

PRIME COSTS SUMS FOR ENGINEERING SERVICES

Lifts Installations

5/1/5 PC sums for Lifts Installations Kshs. 300,000.00 Item 300,000.00

5/1/6 Add for profit ( _____ % ) % -

5/1/15 Allow a provisional cost for builders works on all specialists works Item

TOTAL FOR PRIME COST & PROVISIONAL SUMS CARRIED TO SUMMARY 300,000.00

Proposed Office Block for National Oil Corporation

© 2016, Swiftcost LLP , Quantity Surveyors

JOB REF : SCC/DS/037/2014

Bills of Quantities(Completion of Works)

Item Unit Quantity Rate Amount

No Kshs Kshs

FINAL SUMMARY

1.00

PRELIMINARIES (BIDDER TO FILL AMOUNT FROM PRELIMINARY PAGES) -

2.00 MAIN BUILDING WORKS

2.10 INTERNAL WALLING -

2.20 INTERNAL WALL FINISHES -

2.30 EXTERNAL WALL FINISHES -

2.40 FLOOR FINISHES -

2.50 CEILING FINISHES -

2.60 STAIRCASE FINISHES -

2.70 WINDOWS -

2.80 DOORS -

2.90 JOINERY FITTINGS (PROVISIONAL) -

2.11 BUILDER'S WORK -

3.00 EXTERNAL WORKS

3.10 DEMOLITIONS -

3.20 ROADS AND PARKINGS -

3.30 FOUL DRAINAGE -

3.40 STORM WATER DRAINAGE -

3.50 BOUNDARY WALL FINISHES -

3.60 PUMP SHED CAGE -

3.70 PRODUCT LINE CHANNEL & TYRE CENTRE RENOVATION -

4.00 PRIME COST SUMS FOR ENGINEERING SERVICES 300,000.00

Carried to Form of Tender Kshs 300,000.00

Proposed Office Block for National Oil Corporation

© 2016, Swiftcost LLP , Quantity Surveyors

JOB REF : SCC/DS/037/2014

Bills of Quantities - Completion of Works

Item Units Quantity Rate Amount

No Kshs Kshs

SECTION NO. 4

CANOPY AND FORECOURT

BILL NO. 1

CANOPY

The following in 1 No. CanopyFramed Structural Steelwork in roof to B.S. 449 ; all

connections 6 mm thick fillet welded and ground smooth;

primed before delivery and fabricated by approved sub-

contractor

The following in mild steel roof trusses 5500 mm high

maximum, spanning 9.00 to 12.00 metres, including

hoisting and fixing in position 4.50 m to 6.00 m above

ground level

A 254mm x 146 mm U beams (38kg per meter) including

hoisting and placing in position 5.5 m average above

ground. kg 532 0.00

B 254 x 254 x 73mm universal channel kg 803 0.00

C

150mm x 90mm x 5mm thick cleat welded to truss member No 14 0.00

Mild steel rolled hollow sections; all joints 6 mm fillet

welded; including priming with red oxide after fabrication

and applying two coats gloss oil paint to Architect's

approval

D

50 x 50 x 3 mm M.S Rectangular Hollow Section (RHS)

including hoisting and placing in position 5.50 m average

above ground at curved roof; weight (4.18 Kg per metre); kg 336 0.00

E

25 x 25 x 3 mm M.S Rectangular Hollow Section (RHS)

including hoisting and placing in position 5.5 m average

above ground a; weight 2.0 kg/m Ties and Struts kg 109 0.00

F 50 x 50 x 5mm angle bracing kg 92 0.00

G 150 x 40mm flat mild steel bracing kg 631 0.00

H 3mm thick Mild steel plates welded in joints to encase steel

channels, columns and beam sections m² 16 0.00

J Ditto in fascia m² 31 0.00

Carried Forward Kshs 0.00

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©Swiftcost Consultants, 2016 Canopy subs/43

JOB REF : SCC/DS/037/2014

Bills of Quantities - Completion of Works

Item Units Quantity Rate Amount

No Kshs Kshs

Brought Forward Kshs 0.00

Rain Water Goods

K 100mm diameter down pipe secured to metal plate with

and including steel brackets m 11 0.00

Zed purlins

L 152.4 x 50.8 x 2mm thick purlin kg 322 0.00

Steel Plates

M 500 x 500 x 15mm thick base plate welded to holding down

bolts No 2 0.00

N 360 x 360 x 15mm thick base plate welded to stanchion and

base plate No 2 0.00

P 600 x 200 x 15mm thick base plate welded to column and

beam No 2 0.00

Q 400 x 200 x 15mm thick mild steel plate welded to column

and beam No 2 0.00

Bolts and anchors

High yield strength bolts

R 25 mm diameter rawl bolts , length 200 mm No 16 0.00

S 22 mm diameter bolt with nut and washer , length 150 mm No 12 0.00

T 18 mm diameter bolt with nut and washer , length 150 mm No 4 0.00

U 14 mm diameter bolt with nut and washer , length 150 mm No 12 0.00

V 12mm diameter bolt with nut and washer , length 150 mm No 28 0.00

Connections

W Bore hole through 152.4mm x 50.8 mm x 2mm purlins for

12 mm diameter bolts (M/S) No 28 0.00

X Bore hole through 254mm x 146 mm U-beam for 14 mm

diameter bolts (M/S) No 12 0.00

Y

Bore hole through 500 mm x 500 mm x 15mm thick base

plate for 25 mm diameter holding down rawl bolts (M/S) No 16 0.00

Z

Bore hole through 600 mm x 200 mm x 15mm thick base

plate for 22 mm diameter holding down rawl bolts (M/S) No 6 0.00

AA

Bore hole through 254 mm x 254 mm x 73mm U Channel

for 18 mm diameter holding down rawl bolts (M/S) No 4 0.00

Carried Forward Kshs 0.00

Proposed Petrol Station for National Oil Corporation

©Swiftcost Consultants, 2016 Canopy subs/44

JOB REF : SCC/DS/037/2014

Bills of Quantities - Completion of Works

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Brought Forward Kshs 0.00

AB

Bore hole through 400 mm x 200 mm x 15mm thick base

plate for 22 mm diameter holding down rawl bolts (M/S) No 6 0.00

Tower rigidal 6' Gauge 26 alluminium roofing sheets 'Kalu

Works'

AC Supply and fix gauge gauge 26 pre-painted aluminium-zinc

coated Industrial Trough (IT 5) profiled sheet roofing

complete with hooks, screws or nail fixed as recommended

by manufacturer m² 72 0.00

Roof Sheeting

AD Supply and fix IT4 profiled sheet roofing to be fitted as

ceiling for the canopy including fixing as recommended by

manufacturer, complete with the associated 50 x 25mm

RHS mild steel bearers primed and welded with 8mm fillet

welds m² 72 0.00

26 gauge Galvanised aluminium sheet to Architect's detail

and laid approval.

AE Valley gutter bent four times and fixed with silicon and

including turn in to groove , girth 800 mm m 10 0.00

Carried Forward to Main Summary Kshs 0.00

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©Swiftcost Consultants, 2016 Canopy subs/45

JOB REF : SCC/DS/037/2014

Bills of Quantities - Completion of Works

Item Units Quantity Rate Amount

No Kshs Kshs

SECTION NO. 4

CANOPY AND FORECOURT

BILL NO: 2

FORECOURT AND PUMP ISLAND

Surfaces under Canopy

Excavations including maintaining and supporting sides and

keeping free from surface water, mud and fallen material

A Excavate to reduce levels; not exceeding 1.50 m deep m³ 72 0.00

Disposal

B Load and cart away surplus spoil m³ 72 0.00

Surface treatment

C Grade and compact subgrade to receive roads m² 72 0.00

Filling

D Approved imported filling in compacted layers m³ 58 0.00

E Hardcore filling compacted in 150 mm Thick (maximum)

layers; 300 mm Thick m² 72 0.00

F 50 mm quarry dust blinding to surfaces of hardcore m² 72 0.00

Anti- termite treatment

G Chemical anti-termite treatment executed complete by an

approved specialist under a ten (10) year guarantee to

surfaces of blinded hardcore m² 72 0.00

Damp proof membrane

H

500 Gauge polythene or other equal and approved damp

proof membrane laid under surface bed with 300 mm side

and end laps (measured nett- no allowance made for laps) m² 72 0.00

Vibrated reinforced concrete class 25 in;

J Surface beds 200mm thick m² 72 0.00

Reinforcement

High yield deformed steel bar reinforcement to B.S. 4449

K 8 mm Diameter bars kg 580 0.00

Formwork to;

L Edges of beds , etc 75 to 150 mm High m 35 0.00

Carried Forward Kshs 0.00

Proposed Petrol Station for National Oil Corporation

©Swiftcost Consultants, 2016 Canopy subs/46

JOB REF : SCC/DS/037/2014

Bills of Quantities - Completion of Works

Item Units Quantity Rate Amount

No Kshs Kshs

Brought Forward Kshs 0.00

Powerfloat finish treated with and including SIKA floor-cure

hard 24 or equal approved to:-

M Concrete floor bed m² 72 0.00

Floor Finish in Pump Islands

Polished terrazzo paving to approved colour

N 40mm Paving m² 10 0.00

P Skirting with small cove at the bottom and rounded top

edge size 200 x 20 mm m 19 0.00

Division strips

Q Black plastic strip to divide panels in paving-25 x 3 mm m 16 0.00

Mild Steel Angles

R 50 x 50 x 4 mm Thick galvanised mild steel angle; fish tailed

into concrete m 19 0.00

Carried Forward to Main Summary Kshs 0.00

Proposed Petrol Station for National Oil Corporation

©Swiftcost Consultants, 2016 Canopy subs/47

JOB REF : SCC/DS/037/2014

Bills of Quantities - Completion of Works

Item Units Quantity Rate Amount

No Kshs Kshs

MAIN SUMMARY

1 CANOPY 0.00

2 FORECOURT & PUMP ISLAND 0.00

3 PC SUMS ASSOCIATED WITH ELECTRICAL WORKS 200,000.00

TOTAL COST FOR CANOPY 200,000.00

Proposed Petrol Station for National Oil Corporation

©Swiftcost Consultants, 2016 Canopy subs/48

MAIN SUMMARY

1

PRELIMINARIES (BIDDER TO FILL AMOUNT FROM PRELIMINARY PAGES)

2 BUILDING COMPLETION WORKS 300,000.00

3 CANOPY COMPLETION 200,000.00

SUB TOTAL 1 500,000.00

ADD: CONTINGENCY (@ 7.5%) 37,500.00

TOTAL COST FOR CANOPY 537,500.00