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UNIVERSITY OF NAIROBI

COLLEGE OF ARCHITECTURE AND ENGINEERING

BILLS OF QUANTITIES

COUNTY GOVERNMENT OF KIAMBU

PROPOSED DRUG AND REHAB CENTRE

PREPARED BY

MBUGUA RUTH NJOKI

BACHELOR OF CONSTRUCTION MANAGEMENT

B76/3909/2012

SIGNATURE PAGE

The Contract for the above-mentioned Works, entered into on the

_____________________________day of__________________________2012 2016

by the undersigned parties refers to these Bills of Quantities

which shall be read and construed as part of the said Contract.

__________________________ ________________________

(EMPLOYER) (CONTRACTOR)

DATE_________________________2016 DATE_______________________2016

GP/1

SPECIAL NOTES

1

at once and have the same rectified. Should the Contractor be in doubt about the precise meaning

of any item, word or figure, for any reason whatsoever, or observe any apparent omission of

words or figures they must inform the Quantity Surveyor in order that the correct meaning may

be decided upon before the date for the submission of the Tender.

2 No liability whatever will be admitted nor claim allowed in respect of errors in the Contractor's Tender

due to mistakes in the Bills of Quantities which should have been rectified in the manner described

above.

3 Any doubt or obscurity as to the meaning or intention of any part of the tender documents, or any

question arising, shall be taken up in writing, before submission of the tender so that the same can

be clarified.

4 The Contractor shall not alter or otherwise qualify the text of these Bills of Quantities. Any alteration

or qualification made without authority will be ignored and the text of the Bills of Quantities as

printed will be adhered to.

5 The Contractor shall be deemed to have made allowance in their prices generally to cover items of

Preliminaries or additions to Prime Cost Sums or other items, if these have not been priced against the

respective items.

6 All items of measured work shall be priced in detail and tenders containing lump sums to cover trades

or groups of work must be broken down to show prices for each item before they will be accepted.

Lump sums to cover items of Preliminaries shall likewise be broken down if so required.

7 In no case will any expenses incurred by Contractors in preparation of this Tender be reimbursed.

8 The copyright of these Bills of Quantities is vested in the Quantity Surveyors and no part thereof may

be reproduced without their express permission given in writing.

9 The Contractor is solely responsible for the accurate ordering of materials in accordance with the

Drawings and Architect's instructions and no claims for any loss or expense will be entertained for

orders for materials based upon the Bills of Quantities.

10 The Bills of Quantities must be priced in Kenya currency, i.e. Shillings and Cents.

11 The tender documents must be priced in ink.

The Contractor is required to check the numbers of the pages and should any be found to be

missing or in duplicate or the figures or writing indistinct, they must inform the Quantity Surveyors

GP/2

INDEX

Sequence

FORM OF TENDER

1 SECTION NO. 1 PRELIMINARIES

2 SECTION NO. 2 SPECIFICATIONS

3 SECTION NO. 3 BUILDER'S WORKS

4 SECTION NO. 4 P.C & PROVISIONAL SUMS

5 APPENDIX A DRAWINGS

6 APPENDIX B TAKE OFF

7 APPENDIX C ABSTRACT

FORM OF TENDER

GP/3

PROPOSED KIAMBU COUNTY GOVERNMENT. ALCOHOL AND DRUG REHAB CENTRE

FOR

KIAMBU COUNTY

P. O. Box

THIKA

Sir(s)

*I / We, having read the conditions of contract and bills of quantities delivered to *me /us and having

examined the drawings referred to, hereby offer to execute and complete in accordance with

Agreement and Schedule of Conditions of Building Contract (with quantities) for the sum and within

the time stated below

KES ……………………………………………………………………………………………………

………………………………………(WORDS) KES ………………………………(FIGURES)

TIME FOR COMPLETION ………………………. WEEKS FROM THE DATE OF

COMMENCEMENT OF THE

WORKS

*I/We, the undersigned, agree that if our tender is accepted we will enter into a Bond for the due

performance of the Contract with the Guarantor described in the Form of Surety Undertaking ( annexed

hereto), who shall be either a Bank, Insurance Company or Finance House to whom you shall not

unreasonably object within fourteen days accepted of our tender.

*I/We, the undersigned, agree that unless and until a form agreement is executed, this Tender, together

GP/4

with your acceptance thereof, shall constitute a binding contract between *me/us and yourself, and this

Tender shall remain valid for ninety (90) days from delivery of Tenders.

TENDERER

* Delete whichever is not applicable

* I/ We, the undersigned, have examined all the documents detailed previously which shall form part of

this contract and have no objections relating to them.

* I/We, the undersigned, understand that the lowest, or any portion of Tender, will not necessarily be

accepted nor will any expences incurred by *me/us in the preparation of this Tender be reimbursed.

GP/5

Signature ………………………………………………………………………………………

Name ………………………………………………………………………………………

Address ………………………………………………………………………………………

Official

Stamp

Telephone No.

Date

WITNESS

Signature

Name

Address

Telephone No.

Date

SURETY UNDERTAKING

………………………………………………………………………………………

………………………………………………………………………………………

………………………………………………………………………………………

………………………………………………………………………………………

………………………………………………………………………………………

………………………………………………………………………………………

………………………………………………………………………………………

………………………………………………………………………………………

………………………………………………………………………………………

GP/6

KIAMBU COUNTY

P. O. Box

THIKA

Sir(s)

We ………………………………………………………………………………………… (Surety)

of ………………………………………………………………………………………... (Address)

are willing to act as Surety and to be bound to you for the Completion of the Proposed

PROPOSED KIAMBU COUNTY GOVERNMENT. ALCOHOL AND DRUG REHAB CENTRE for KIAMBU COUNTY

in the amount equivalent to 10.0% of the contract sum and according to the terms and

conditions of the Contract, together with the variations made thereto in the Preliminaries Section of

the Bills of Quantities, a copy of which has been inspected by us.

We agree to enter into a Bond under the above terms within seven days of being called upon to do so.

Signature and Official

stamp of Surety.

Date

WITNESSED BY

Signature

Name

Address

Telephone No.

Date

SECTION NO. 1:- PRELIMINARIES

…………………………………………………………………………………….

…………………………………………………………………………………….

…………………………………………………………………………………….

…………………………………………………………………………………….

…………………………………………………………………………………….

…………………………………………………………………………………….

…………………………………………………………………………………….

…………………………………………………………………………………….

GP/7

PRELIMINARY PARTICULARS

A. PARTIES

The "Employer" is KIAMBU COUNTY

P. O. Box

NAIROBI

The "Architect" is

P.O BOX

NAIROBI

The " Quantity Surveyor" is

P.O BOX

NAIROBI

The "Civil/Structural Engineer" is

P.O BOX

NAIROBI

The "Services Engineer" is

P.O BOX

NAIROBI

For the purpose of the works which are under the control of the consultant above, the

respective consultant shall be deemed to be invested with the duties and be

representatives of the Architect.

B. SITE

The site is located on ON PLOT NO. Municipality block 1/322

The site of the works shall be used solely for the purpose of executing and completing

the Contract to the satisfaction of the Architect.

Carried To Collection Kshs

The Contractor shall obtain the Architect's approval for the siting of all temporary

storage areas for materials.

GP/8

NOTE

The Contractor shall visit the site to acquaint themselves with its nature and position,

scope of demolition works, the nature of the ground, sub- strata and other local

conditions, position of power and water supplies, access roads or any other

limitations, and no claims for extras will be considered on account of lack of knowledge

in this respect.

The Contractor's attention is drawn to the fact that they shall confine themselves to

the area necessary for executing the works as instructed by the Architect.

The contractor must obtain the Architect's approval and directions regarding the use

of any materials found on the Site. Any such material utilized in the execution of the

Contract shall be measured and value assessed by the Quantity Surveyor and the

amount credited to the Employer.

A. ACCESS TO SITE

Access to the site is per Architect's instructions

B. WORKING AND STORAGE SPACE

Working and storage space will be confined to the area designated by the Architect

within the plot boundary.

C. DESCRIPTION OF THE MAIN CONTRACT WORKS

The Contract covers the CONSTRUCTION OF ALCOHOL & REHAB CENTRE

SPACE APPROXIMATELY 1375 SM ( GROSS) COMPLETE WITH BUILDERS WORKS

AND ASSOCIATED SERVICES


A DRAWINGS

GP/9

The Drawings used in preparing the Bills of Quantities are scheduled in Appendix "A"

at the end of these Bills. Drawings may be inspected at the offices of the Architect or

Quantity Surveyor by prior appointment


CONTRACT PARTICULARS

GP/10

A. FORM OF CONTRACT

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

of Agreement and Conditions of Contract for Building Works published by the Joint

Building Council of Kenya ( with Quantities) excepting in so far as varied hereafter.

The Contractor's attention is called to the following Clauses of the Conditions of

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

which they consider necessary for the carrying out and observance of such Conditions.

Clause l Definitions.

Clause 2 Articles of Agreement.

Clause 3 General Obligations of the Employer.

Clause 4 General Obligations of the Contractor.

Clause 5 General Obligations of the Architect.

Clause 6 General Obligations of the Quantity Surveyor.

Clause 7 Contract Documents.

Clause 8 Contract Bills and Contract Price.

The Contract Bills have been prepared in accordance with The Standard Method of

Measurement of Building Works, Second Edition (Metric) 1996, published by the

Architectural Association of Kenya, which is available for inspection at the offices of

the Quantity Surveyor by appointment.

Clause 9 Contractor's Site Agent and Other Staff.

Clause 10 Clerk-of-Works.

Clause 11 Liability against Injury to Persons and Property.

Clause 12 Insurance against Injury to Persons and Property.


Preliminaries

The Contractor shall effect and maintain the following insurances as required by

Clause 12.1.1 and 12.1.2 and shall allow for all costs thereof:

GP/11

(i) Employers' Liability (Workmen's Compensation).

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

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

in aggregate). Should the Contractor already hold annual Insurance covering the

whole of their activities, and the Indemnity required under this Contract exceeds the

Indemnity under the existing policy/is, then further insurance shall be effected and

maintained to cover such excess.

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 Workmen's Compensation.

Clause 13Insurance of the Works (Contractor's Liability).

Clause 14Insurance of the Works (Employer's Liability).

Clause 15 Insurance of Works (Works of Alteration etc).

Insurance of the Works against Fire, etc.

Alternative Clauses (14) and (15) will be deleted.

Clause 16Performance Bond.

Section 16.2 of clause 16 will be deleted.

Clause 17Compliance with Regulations, Notices etc.

Clause 18Programme of Works.

Clause 19Access to the Works.

Clause 20Possession of Site and Commencement of Works.

Clause 21Levelling and Setting Out.


Preliminaries

Clause 22Architect's Instructions.

GP/12

Clause 23Specification of Goods, Materials and Workmanship.

Clause 24Samples and Tests.

Clause 25Royalties and Patent Rights.

Clause 26Assignment.

Clause 27Subletting.

Clause 28Suspension of the Works by the Architect.

Clause 29Suspension of the Works by the Contractor.

Clause 30Variations.

Section 30.3 of clause 30 will be deleted.

Daywork Rates: Any Daywork ordered under Sub-Clause (4)(c) of last Clause 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

be added.

Plant: The Nett 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, 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

authorised representatives.


Preliminaries

Clause 31Nominated Sub-Contractors.

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

GP/13

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 they must deposit with the Quantity Surveyor asigned extract of the relevant

details thereof.

Clause 32 Nominated 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 them 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 the 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 workfrom the Contract and the Contractor will continue to be

responsible for the work or goods in accordance with the terms of the Contract.

Clause 33Works by Other Persons engaged by The Employer.

Clause 34Payments

At the intervals stated, Certificates shall be issued provided the amounts of such

considered reasonable by the Quantity Surveyor, in accordance with the value of the

Contract. Whenapplying for a Certificate, the Contractor shall furnish the Quantity

Surveyor with a detailed approximate statement of the value of the work executed

and all materials on Site in order to expedite the issue of the Certificate.

Subsequent Certificates will not be issued to the Contractor by the Architect until

satisfactory proof has been given by the Contractor that Nominated Sub-Contractors

and Nominated Suppliers have been paid the amounts included for them in previous

Certificates issued to the Contractor.


Preliminaries

Section 34.15 of clause 34 shall be deleted

GP/14

Clause 35Fluctuations.

Sub-Clauses 35.3 to 35.8 (inclusive) will be deleted.

Clause 36Extension of Time.

Clause 37Loss and Expense caused by Disturbance of Regular Progress of The Works.

Clause 38Termination of the Contract by the Employer.

Clause 39Termination of the Contract by the Contractor.

Clause 40Termination of the Contract by either Party.

Clause 41Practical Completion and Defects Liability.

Clause 42Sectional Completion.

Clause 43Damages for Delay in Completion.

Clause 44Antiquities and Other Objects of Value.

Clause 45Settlements of Disputes.

Form of contract (continued)

A. APPENDIX TO THE CONDITIONS OF CONTRACT

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

Clause 13.0 Percentage to cover

Professional Fees

Clause 16.1 Amount of Contractor's Surety 10% of the Contract Sum.

Clause 16.2 Amount of Employer's Surety This clause shall be deleted.

Clause 18.1 Period for Submission 2 weeks

of Programme from the date of possession.


Preliminaries

Clause 20.1 Period for Possession of Site Within 14 days of receipt

of notice accepting tender.

GP/15

Clause 20.2 Contract Period To be stated in the Form of Tender.

Clause 20.2 Date for Commencement of Works Within 14 days of receipt of

notice accepting tender.

Clause 20.2 Date for Practical Completion To be stated in the Form of Tender.

Clause 31.14 Name of the bank for purposes of

32.4.5 interest calculation

34.6

Clause 34.1 Intervals for application of

Payment Certificates

Clause 34.4 Minimum amount of

Payment Certificates

Clause 34.12 Percentage of

Certified Value 10%

Retained

Clause 34.12 Limit of 10% of the Contract

Retention Fund

Clause 34.12 Periods for Release of Interest 12 weeks

on Retention Money to Contractor

Clause 34.17 Period of Final Measurement Six months

and Valuation

Clause 41.6 Defects Liability Six months

Period

Clause 43.1 Liquidated and KES 120,000.00

Ascertained Damages per calendar week or part

thereof for late completion.


Preliminaries

GENERAL MATTERS

GP/16

A. SUFFICIENCY OF TENDER

The Contractor shall be deemed to have satisfied themselves before tendering

as to the correctness and sufficiency of their Tender for the Works and of the

rates and prices stated in the priced Bills of Quantities, which rates and prices

shall cover all their obligations under the Contract and all matters

and things necessary for the proper completion and maintenance of the Works.

B. STAMP CHARGES

The Contractor shall allow for the payment of all Stamp Charges in connection

with the Surety Bond and Contract Agreement.

C. DEFINITIONS AND ABBREVIATIONS

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

Approved shall mean approved by the Architect.

"as directed" shall 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.

"C.M." shall mean Cubic Metres.

"S.M." shall mean Square Metres.

"L.M." shall mean Linear Metres.

"mm" shall mean Millimetres.

"Kg." shall mean Kilogrammes.

"No." shall mean Number.


Preliminaries

A PROGRESS SCHEDULE

GP/17

The Contractor shall, upon receiving instructions to proceed with the work, draw

up a Time and Progress Schedule setting out the order in which the Works are to

be carried out with the appropriate dates thereof. This Time and Progress

Schedule is to be agreed with the Architect and no deviation from the order set

out in this Schedule will be permitted without the written consent of the

Architect. The Main Contractor will be responsible for arranging the above

programme with all Sub-Contractors including the Nominated Sub-Contractors

and Nominated Suppliers.

B FIGURED DIMENSIONS

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

Buildings. 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.

C PROVISIONAL WORK

All "provisional" and other work liable to adjustment under this Contract shall be left

uncovered for a reasonable time to allow all measurements needed for such adjustment 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 his own expense to enable the measurements to be taken.

E EXISTING SERVICES

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 or

other services in the area and they 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 Contractor's expense.


Preliminaries

A TRANSPORT TO AND FROM THE SITE

GP/18

The Contractor shall include in their prices for the transport of materials, workmen, etc., to

the Site of the proposed Works, at such hours and by such routes as are permitted by

and from the Authorities.

B OVERTIME

The Contractor shall allow in their tender for any extra costs for overtime working they

consider will be necessary in order to complete the works by the contract Date of Completion.

If during the course of the Contract overtime is worked for a specific purpose in accordance

with a written instruction issued by the Architect, the Contractor will be reimbursed in

respect of such overtime to the extent only of the additional net cost of unproductive time

payable over and above the basic hourly rates as laid down by the Regulations of Wages and

Conditions of Employment Act, Building and Construction Industry Wages council and

excluding any bonuses, profits and overheads.

C PUBLIC AND PRIVATE ROADS, PAVEMENTS, ETC.

The Contractor will be required to make good, at their own expense, any damage they 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.

D POLICE REGULATIONS

The Contractor is to allow for complying with all instructions and regulations of the

Police Authorities.

Carried To CollectionKshs

Preliminaries

A. CONTRACTORS' SUPERINTENDENCE

GP/19

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

Representative, competent and experienced in the kind of work involved, 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 any termination of employment a suitable replacement is found.

Before the Tenderer's offer is accepted the Architect will personally interview the

Contractor's proposed Representative. A curriculum vitae of past experience and

qualifications must be provided for the Architect's scrutiny.

The Architect's decision will be final regarding the suitability of the proposed Representative.

B. WATER

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 their own risk and cost all water for use in connection with

the Works (including the work of Sub-Contractors). The Contractor shall provide at their

own expense all temporary distribution pipes, storage tanks, meters, etc., and they shall clear

away same upon completion of the Works.

C. LIGHTING AND POWER

The Contractor shall provide at their 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.


Preliminaries

A SAFETY

GP/20

The Contractor shall comply at all times with the requirements of the Factory Act (Cap 514),

Building Construction Rules, Supplement 18, Legal Notice No. 40 dated 5th April, 1984

ensure that the safety of their workpeople and authorised visitors to the Site is protected at all

times. In particular there shall be proper provision of planked footways and guard-rails to

scaffolding, etc.; protection against falling materials and tools and the Site shall be kept tidy

and clear of dangerous rubbish.

The Contractor shall appoint a Safety Officer as required by the Factory Act and notify the

Factory Inspector of his name. The Safety Officer shall be qualified in compliance with the

Factory Act and shall have experience in First Aid. The Safety Officer shall be on site at

all times and all directions given by the Architect to the Safety Officer shall be deemed to be

Architect's Instructions, and shall be complied with promptly without additional cost to

the contract.

The Architect shall be empowered to suspend work on the Site should he consider these

conditions are not being observed, and no claim arising from such a suspension will be

allowed.

B PROTECTIVE CLOTHING

The Contractor shall provide all protective or any other special clothing or equipment for

their employees that may be necessary.

These shall include, inter-alia, safety helmets, gloves, goggles, earmuffs, gumboots, steel

toed boots, overalls, etcaccording to the type of work. The Contractor shall ensure that all safety

and protective gear are worn by all staff on site at all times

MATERIALS AND WORKMANSHIP

C 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, is to be

the best quality obtainable in the ordinary meaning of the word "best" and not merely a trade

signification of that word.


Preliminaries

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

the appropriate Kenya Bureau of Standards or British Standards Institution Specification

GP/21

current at the date of tender.

The Contractor shall order all materials to be obtained from overseas immediately after the

Contract is signed and shall also order materials to be obtained from local sources as early as

necessary to ensure that such materials are on Site when required for use in the Works.

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

any materials lost or damaged.

The Works throughout shall be executed by skilled workmen well versed in their respective

trades.

A REJECTED WORKMANSHIP OR MATERIALS

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 Contractor's expense, as required.

B PROPRIETARY MATERIALS

Where proprietary materials are specified herein-after the Contractor may propose the use of

materials of other manufacture but equal quality for approval by the Architect.

All materials and goods, where specified to be obtained from a particular manufacturer or

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

C SAMPLES

The Contractor shall furnish at the earliest possible opportunity before work commences

and at his own cost, any samples of materials or workman-ship that may be called for by the

Architect for his approval or rejection, and 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.

D CONCRETE TESTS

Concrete test cubes I.e. per set of three as later described, including testing fees, labour

and materials, making moulds, transport and handling e.t.c. and ensuing copies of tests

are promptly dispatched to the Architect's and Quantity Surveyor's offices.

Successful tests only (Provisional)

Sets of three: No. 50 @ KES


Preliminaries

TEMPORARY WORKS

GP/22

A. SPACE AND SERVICES FOR THE ARCHITECT

The Contractor shall provide where directed within the site, site offices and clean toilet

facilities for the sole use of the Architect and their representatives to the satisfaction of the

Local Authorities. The offices shall be provided with adequate furniture and the contractor

shall provide the services of a sweeper, pay all charges and keep the facilities in a clean and

sanitary condition during the whole period of the Works. In particular, the Contractor is to

note that the hospital will continue with operations during the period of the works and the

contractor shall ensure that construction activities do not interfere with such operations by

way of noise, obstruction, dust, vibrations or trespass. The contractor shall allow for all cost

necessary to comply with the above to the satisfaction of the Architect.

B. TELEPHONE

The Contractor shall provide a telephone connection to the town exchange for the period of

the Works, and shall pay all fees and rental for the same. The telephone connection shall

remain on site until completion of the works

C. SANITATION

The Contractor shall make arrangements for the necessary toilet facilities 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 when no longer required.

D. PLANT, TOOLS AND SCAFFOLDING

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-contract 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 guard-rails to approval.


Preliminaries

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

GP/23

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 here or in his rates

for the above.

A EXISTING AND ADJACENT PROPERTY

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

make good at their 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. They 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 minimise

nuisance from dust, noise or any other cause to the occupiers of the existing and adjacent

property.

B HOARDING

The Contractor shall enclose the site, with a hoarding 2.40 metres high, with openings

and gates as required, constructed of substantial timbers to approval and covered with

reasonably new corrugated galvanised iron sheeting painted to approval

The contractors attention is drawn to the fact that some areas of the site are

already built up and shall be in use during the currency of this project. As such

the contractor must allow for keeping his/her employees from interfering with

such other users and preventing and minimising any nuisance arising from dust,

noise or by way of trespass.

Allow for Provisional length of 50 metres @ (tenderer to insert rate and extend)

C WATCHING AND LIGHTING

The Contractor shall provide at their risk and cost all watching and lighting as necessary to

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


Preliminaries

A SIGNBOARD

GP/24

The Signboard and lettering on same for the display of the General and Sub-Contractors'

names shall be of an approved size with the Employer's name painted thereon. The Architect's

Quantity Surveyor's and other Consultants' names shall be printed in 50 mm letters all to the

Architect's approved design. No other signboard or advertising will be permitted without

prior permission from the Architect.


Preliminaries

NOMINATED SUB-CONTRACTORS AND SUPPLIERS

GP/25

(See also under FORM OF CONTRACT Clauses 31 and 32)

A. NOMINATED SUB-CONTRACTORS

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

particular it shall be the Contractor's responsibility to ensure that each Sub- Contractor

commences and completes the work in such manner and is ready on the Site with their

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 on

Nominated Sub-Contractors which shall be deemed to include for:

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 herein-after 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 following:

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

scaffolding.

The items of "Special Attendance" given herein-after 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 priced and allowed for separately under Builder's work to the Specialist trade.

B NOMINATED SUPPLIERS

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


Preliminaries

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

GP/26

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.

A PRIME COST RATES

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

cost of the unit only. The Contractor's price must include for the cost of the unit at the rate

stated, plus waste, taking delivery, storage, fixing in position, profit and overheads.

The actual nett cost per unit will be adjusted within the Final Account against the P.C. rate

stated.

PROTECTION AND CLEANING

B PROTECTION

The Contractor shall cover up and protect from damage, including damage from

inclement weather, all finished work and unfixed materials, including that of

Sub-Contractors, etc., to the satisfaction of the Architect until the completion of the

Contract.

C. CLEANING

The Contractor shall, upon completion of the Works, at their own expense, remove and clear away

all surplus excavated materials, plant, rubbish and unused materials and shall leave the whole of the

Site and Works in a clean and tidy state to the satisfaction of the Architect, including clearing away

and making good all traces of temporary access roads, offices, sheds, camps, etc. Particular care

shall be taken to leave clean all floors and windows and to remove all paint and cement stains.

They shall also, at the discretion of the Architect, remove all rubbish and dirt as it accumulates.

The Contractor is to find their own dump and shall pay all charges in connection therewith.


Preliminaries

A. CONTINGENCIES

GP/27

Provide a Provisional Sum of KES……………... (KES ………………..) only for

contingencies to be omitted or expended in whole or in part at the discretion of the Architect

B. LITHOGRAPHIC CHARGES

Provide the Provisional Sum of Shillings Twenty five thousand for lithographic charges to be

paid by the Contractor to the Quantity Surveyor

C TRAINING LEVY

The Contractor's 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

KES 50000.00 in value and his Tender must include for all costs arising or resulting

therefrom.

D VALUE ADDED TAX

The Contractor's attention is drawn to the Finance Act 1993 which requires payment by the

contractor of Value Added Tax on construction services rendered. The contractor shall

allow for the requirements of this tax in their rates.

E OCCUPATION CERTIFICATE

The Contractor shall be responsible for obtaining the Occupation Certificate from the relevant

Authorities and shall allow for all processes and procedures for expeditiously obtaining the

same.

F STANDARDS LEVY

The Contractor's attention is drawn to Legal Notice No. 267 of 22nd June 1990, which

requires payment by the Contractor of Standards Levy. his Tender must include for all costs

arising or resulting therefrom.


Preliminaries

A OTHER STATUTORY OBLIGATIONS, NOTICES, FEES AND CHARGES

GP/28

Not withstanding any other statutory obligations, notices, fees and charges not listed above,

the contractor shall allow in his tender for all such costs incurred in complying with all

statutory requirements and payment of all leviers currently in force and affecting the

construction industry.

Carried To Collection KES

Preliminaries

COLLECTION

GP/29

==========

From Page No. GP/8

" GP/9

" GP/10

" GP/11

" GP/12

" GP/13

" GP/14

" GP/15

" GP/16

" GP/17

" GP/18

" GP/19

" GP/20

" GP/21

" GP/22

" GP/23

" GP/24

" GP/25

" GP/26

" GP/27

" GP/28

" GP/29

SECTION NO. 1 TO GRAND SUMMARY

PRELIMINARIES AT END OF BILLS KES

GP/30

ADMINSTRATION BLOCK-1

5/23/2016 8:01:41 PM

PROPOSED KIAMBU COUNTY GOVT ALCOHOL & DRUG REHAB CENTRE.

Item Unit Quantity Rate AmountNo

ELEMENT NO . 1

SUBSTRUCTURES (PROVISIONAL)

Site clearance

A Clear site of works of grass,shrubs,bush and small trees,grub up roots, fill with selected soil and burn debris m2 1,689 100.00 168,900.00

B Destroy termites nests within site of works,take out anddestroy queens, impregnate holes and tunnels withinsecticide and fill voids with approved material Item 150,000.00

C Allow for keeping the whole of the excavation free fromgeneral water and from all fallen materails including rubbish Item 150,000.00

Oversite excavations

D Excavate 150mm deep to remove top soil. m2 1,689 150.00 253,350.00

E Excavate soil to reduce levels commencing from oversiteexcavation m3 507 300.00 152,100.00

F Excavate for trench not exceeding 1.50 metres for soil,wheel and deposit on site as directed m3 583 300.00 174,900.00

G Excavate pit for column bases depth exceeding 1.5m butnot exeeding 3.0m deep. m3 666 300.00 199,800.00

Disposal

H Return, fill and ram selected excavated material aroundfoundations. m3 39 130.00 5,070.00

J Load and cart away excavated materials to approved Localauthority damp site to a distance approximately 10km away m3 1,717 350.00 600,950.00

Hardcore or other approved filling, asdescribed

K Over 300mm thick well compacted hardcore filling blindedwith quarry dust layer to receive surface bed

m3 507 1,300.00 659,100.00

Carried Forward K E S 2,514,170.00Section No. 1SUBSTRUCTURESBill No. 1SUBSTRUCTURES

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5/23/2016 8:01:41 PM


Brought Forward K E S 2,514,170.00

Anti-termite treatment

L Chemical anti-termite treatment, executed complete by aspecialist under a ten-year guarantee,to surfaces ofhard-core m2 1,689 300.00 506,700.00

Damp-proof membrane

M 1000 gauge polythene or other equal and approveddamp-proofmembrane, laid over blinded hardcore(measured separately) with 300mm side and end laps(measured nett-allow for laps) m2 1,689 100.00 168,900.00

Plain concrete class 15 in:

N 50mm blinding under strip foundations m2 388 380.00 147,440.00

P Ditto to column bases m2 444 380.00 168,720.00

Reinforced concrete class 25 (1:2:4) (Maximumgauge of course aggregate 25mm) in:

Q Strip foundation m3 97 15,000.00 1,455,000.00

R Column and column bases m3 278 15,000.00 4,170,000.00

S 150 mm thick surface bed m2 1,689 1,700.00 2,871,300.00

Reinforcement, (measured nett, laps not allowed)as described:

High yield square twisted reinforcement bars to B.S4461

T Y8 bars. kg 256 150.00 38,400.00

U Y 16 bars. kg 963 150.00 144,450.00

V Y32 bars. kg 2,021 150.00 303,150.00


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Mesh fabric reinforcement to B.S and setting inconcrete with 300mm side and end laps (measurednett-allow for laps).

W Fabric ref. A142 in surface bed m2 1,689 410.00 692,490.00

Sawn formwork as described to:-

X Vertical sides of strip footing m2 1,311 500.00 655,500.00

Y sides of columns and column bases m2 710 500.00 355,000.00

Z Edge of suspended slab, over 75mm but not exceeding150mm high m 349 75.00 26,175.00

Natural stone in walling bedded and jointed incement and sand (1:4) mortar, reinforcement withand including 25mm wide x 20 gauge hoop iron atevery alternate course as described in:

AA 200 mm thick walling m2 1,058 1,550.00 1,639,900.00

AB 150mm thick walling m2 57 1,450.00 82,650.00

Two coat external render (1:4) finished with awood float

AC 12mm to plinths m2 105 250.00 26,250.00

Painting and decorating

Two coats black bitumastic paint externally on:

AD Rendered walls m2 105 250.00 26,250.00

Carried to Final Summary K E S 15,992,445.00Section No. 1SUBSTRUCTURESBill No. 1SUBSTRUCTURES

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ELEMENT NO. 2

REINFORCED CONCRETE

SUPERSTRUCTURE

Reinforced concrete class 20 (1:2:4) (Maximumgauge of coarse aggregate 25mm) in:

A Beams m3 73 12,000.00 876,000.00

B Columns m3 2,025 12,000.00 24,300,000.00

C Staircase m3 78 12,000.00 936,000.00

D 150mm thick landings m2 20 1,700.00 34,000.00

E 150mm thick suspended floor slab m2 5,068 1,700.00 8,615,600.00

Reinforcement

Steel bar reinforcement (Provisional estimate) High tensile square twisted reinforcement bars toBS 4461

F Y8 bars kg 8,549 150.00 1,282,350.00

G Y10 bars kg 160 150.00 24,000.00

H Y12 bars kg 2,159 150.00 323,850.00

J Y16 bars. kg 5,004 150.00 750,600.00

K Y20 bars. kg 9,008 150.00 1,351,200.00

Sawn formwork, as described, to:-

L Sides and soffites of beamsm2 3,041 500.00 1,520,500.00

M Sides of columns m2 907 500.00 453,500.00

N Ditto landings m2 10 500.00 5,000.00

Carried Forward K E S 40,472,600.00Section No. 2REINFORCED CONCRETE SUPERSTRUCTURE.Bill No. 1REINFORCED CONCRETE SUPERSTRUCTURE

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P Ditto, sloping soffites of staircases m2 166 500.00 83,000.00

Q Edges of suspended floor slab 75 to 150mm high m 1,046 75.00 78,450.00

R Edges; 75 to 150mm high risers m 194 75.00 14,550.00

S Edges; 225 to 300mm high raked to staircase profile m 14 150.00 2,100.00

Carried to Final Summary K E S 40,650,700.00Section No. 2REINFORCED CONCRETE SUPERSTRUCTURE.Bill No. 1REINFORCED CONCRETE SUPERSTRUCTURE

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ELEMENT NO. 3

WALLING

Natural hard approved quarry stonewalling with acrushing strength of 7.5 N/mm²; walling beddedand jointed in cement and sand (1:4) mortar,reinforcement with and including 25mm wide x 20gauge hoop iron at every alternate course asdescribed in:

200 mm thick wall

A 200mm thick walling m2 5,599 1,550.00 8,678,450.00

150 mm thick wall

B 150mm thick walling m2 302 1,250.00 377,500.00

Damp-proof courses, as described, to walls:

C 200mm wide m 622 135.00 83,970.00

D 150mm wide m 34 100.00 3,400.00

Carried to Final Summary K E S 9,143,320.00Section No. 3WALLINGBill No. 1WALLING

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5/23/2016 8:01:41 PM



ELEMENT NO. 4

ROOFING (PROVISIONAL)

Water Proofing.

A APP or other equal and approved waterproofing treatmenttoconcrete surfaces applied strictly to manufacturer'sinstructions to parapet walls and up stand beams. m2 1,689 3,500.00 5,911,500.00

Precast concrete class 25 finished tar on exposedsurface including bedding jointing and painting inc/s (1:4)

B 19mm thick interlocking tiles. m2 1,689 1,800.00 3,040,200.00

Roof drainage

24 Gauge galvanised steel sheet shaped asrequired

C 100mm x 100mm pressed steel downpipe to wall includingmild steel holder bat, plugged m 90 560.00 50,400.00

D Extra over ditto for 150mm diameter outlet No 10 390.00 3,900.00

E Extra over ditto for swan neck No 10 672.00 6,720.00

F Ditto, splash shoes No 10 260.00 2,600.00

"Fullbora" or other equal and approved roofoutlets with dome grating, jointed to pipe andcast into concrete

G 100mm diameter No 10 1,850.00 18,500.00


Prepare and apply three coats silk vinyl paint to metal surfaces externally.

H General surfaces m2 1 300.00 300.00

Carried Forward K E S 9,034,120.00Section No. 4ROOFINGBill No. 1ROOFING

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5/23/2016 8:01:41 PM



Zinc panels

J Zinc Panels to straircase coverings. m2 76 2,450.00 186,200.00

Carried to Final Summary K E S 9,220,320.00Section No. 4ROOFINGBill No. 1ROOFING

- 8 -

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ELEMENT NO. 6

WINDOWS

Precast concrete class 20 fair faced all exposedsurfaces bedded and jointed cement and sand(1:3) mortar

A 250 x 50mm thick window cill once rebated and throated laidand jointed in cement and sand 1:3 mortar m 203 600.00 121,800.00

In wrot cypress

B 25x25mm bearer, plugged m 203 84.00 17,052.00

C 175x25mm window board, plugged, screwed and pelleted m 203 560.00 113,680.00

D 150 X 20 mm pelmet front and ends m 203 450.00 91,350.00

E 100 X 20 mm pelmet top m 203 320.00 64,960.00

F 50 X 25 mm bearer, plugged m 203 160.00 32,480.00

Curtain rails

G Aluminium double curtain rails complete with fixing hooks,runners at 100 mm centres and end stoppers. m 203 600.00 121,800.00

Supply, assemble and fix the following purposemade (standard W20 heavy duty sections) steelcasement windows finished in one coat redoxide primer complete with opening accessoriesand permanent vents for the full width of door asdetailed including cutting and 4mm thick glazing,fixing lugs to stone wall and pointing all roundframes in mastic with 25 x 3mm steel flatsburglarproofing at opening and full gloss decoration as necessary:-

H Window size 1500 x 1000mm high No 42 4,500.00 189,000.00

J Window size 2500 x 1000mm high No 3 4,750.00 14,250.00

K Window size 3500 x 1000mm high No 18 5,560.00 100,080.00

Carried Forward K E S 866,452.00Section No. 5WINDOWSBill No. 1WINDOWS

- 9 -

5/23/2016 8:01:41 PM


Brought Forward K E S 866,452.00

L Window size 500 x 600 mm high No 6 2,560.00 15,360.00

M Window size 2000 x 1000mm high No 18 4,600.00 82,800.00

N Window size 700 x 1000mm high m 30 2,850.00 85,500.00

P Window size 1000 x 1000mm high No 6 4,260.00 25,560.00

Q Window size 1800 x 1000mm high No 21 4,350.00 91,350.00

Finishing to reveals

12 mm cement and sand (1:3) render,finished withwoodfloat to:-

R Concrete or masonry surfaces m2 137 300.00 41,100.00

12mm (minimum) two coat lime plaster asdescribed to

S Concrete or masonry surfaces internally m2 116 300.00 34,800.00


Prepare and apply three coats first quality silkvinyl emulsion paint on:-

T Plastered walls internally m2 116 300.00 34,800.00

U Rendered surfaces externally m2 116 300.00 34,800.00

Touch up primer, prepare and apply twoundercoats and one gloss finishing coat enamelpaint to timber work

V Wood surfaces 200 - 300 mm girth internally. m 165 100.00 16,500.00

W Ditto 100 - 200 mm girth. m 165 75.00 12,375.00

X Prime back of timber 100 - 200 mm girth. m 165 75.00 12,375.00

Carried to Final Summary K E S 1,353,772.00Section No. 5WINDOWSBill No. 1WINDOWS

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ELEMENT NO. 7

DOORS

45mm thick semi-solid core flush doors to BS 459:part 2, lipped on all edges in hardwood, includingall planted mouldings

A 800 x 2100mm high overall No 15 3,900.00 58,500.00

Panel doors

45 mm solid hardwood paneled doors; sandbasted glazing; 12mm flat steel mullions:including hardwood mouldings

B 900 X 2100mm high overall No 43 8,300.00 356,900.00

Wrot iron Curtain rods

C Wrot iron curtain rods fixed as per Architect's details. m 47 600.00 28,200.00

Wrot mahogany as described:-

D 200 X 50 mm rebated frame. m 306 1,200.00 367,200.00

E 30 X 25 mm architrave, splayed. m 294 240.00 70,560.00

F 20 mm diameter quadrant. m 294 96.00 28,224.00

Supply, assemble and fix the following purposemade (standard W20 heavy duty sections) steelcasement doors finished in one coat red oxideprimer complete with opening accessories andpermanent vents for the full width of door asdetailed including cutting and 4mm thick glazing,fixing lugs to stone wall and pointing all roundframes in mastic with 25 x 3mm steel flatsburglarproofing at opening and full gloss decoration as necessary:-

G 1500 x 2100mm high No 12 15,300.00 183,600.00

H 2000 x 2100mm high No 3 18,500.00 55,500.00

Carried Forward K E S 1,148,684.00Section No. 6DOORSBill No. 1DOORS

- 1 1 -

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J 2500 x 2100mm high No 3 21,050.00 63,150.00

Ironmongery

The following ironmongery as 'Union' or otherequal and approved with matching screws

K 100mm pressed steel butt hinges Pairs 72.0 200.00 14,400.00

L 2 lever mortice lock complete with lever furniture No 58 2,200.00 127,600.00

M Rubber door stop to concrete floor No 58 110.00 6,380.00

Carried to Final Summary K E S 1,360,214.00Section No. 6DOORSBill No. 1DOORS

- 1 2 -

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ELEMENT NO. 5

FINISHES

Wall finishes

External

12mm (minimum) two coat lime plaster asdescribed to:-

A Concrete or masonry surfaces externally m2 4,536 300.00 1,360,800.00

Internal


B Concrete or masonry surfaces m2 4,536 300.00 1,360,800.00

Cement and sand (1:4 )backings etc

C 12mm render finished to receive coloured ceramic wall tiles(m.s) m2 302 320.00 96,640.00

Ceramic wall tiling

D Supply and fix coloured 330x250x8mm 'SAJ' ceramic walltiles to walls on prepared screed (measured separately) m2 302 1,600.00 483,200.00

Floor Finishes

Cement and sand (1:3) screeds, backings, bedsetc

E 32mm bed finished to receive ceramic tiles (m.s) m2 584 430.00 251,120.00

F 28mm bed finished to receive granito tiles (m.s) m2 3,101 430.00 1,333,430.00

G 28mm bed finished to receive granite tiles (m.s) m2 102 430.00 43,860.00

H 28mm bed finished to receive Allysa kallingastone (m.s) m2 542 430.00 233,060.00

J 28mm bed finished to receivePVC tiles (m.s) m2 337 430.00 144,910.00

Carried Forward K E S 5,307,820.00Section No. 7FINISHESBill No. 1FINISHES

- 1 3 -

5/23/2016 8:01:41 PM



K 28mm bed finished to receive terrazo floor finish(m.s) m2 90 430.00 38,700.00

Ceramic floor tiling

L Supply and fix coloured 300x300x8mm ceramic glazed floortiles to floors on prepared screed (measured separately) m2 584 1,600.00 934,400.00

Granito floor tiling

M Supply and fix coloured 300x300x12mm granito tiles onprepared screed (measured separately) m2 3,101 1,600.00 4,961,600.00

Granite floor tiles.

N Supply and fix coloured 300x300x12mm granito floor tilesto floors on prepared screed (measured separately) m2 102 3,600.00 367,200.00

Allysa kallingastone floor tiling.

P Supply and fix coloured 300x300x12mm AllysaKallingastone Augusto honed floor tiles to floors onprepared screed (measured separately) m2 542 1,850.00 1,002,700.00

PVC floor tiling.

Q Supply and fix coloured 300x300x12mm PVC floor tiles tofloors on prepared screed (measured separately) m2 337 1,450.00 488,650.00

Terrazo floor tile finish.

R Supply and fix smooth polished pink terrazzo floor finish tofloors on prepared screed (measured separately) m2 90 2,800.00 252,000.00

Staircase finishes


S 20mm bed finished to receive Granito tiles(m.s) m2 19 430.00 8,170.00

T 12mm thick to treads, 250mm wide to receive ditto m 10 110.00 1,100.00

U 12mm thick to risers, 165mm high to receive ditto m 16 65.00 1,040.00


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METALWORK

Staircase and balcony railing to Architect's details

V 1000 mm high balustrading wrot mahogany framework,including fixings, painting m 159 9,000.00 1,431,000.00

Curtain Walling

W 200 mm thick curtain wall laid to S.E details m2 216 1,950.00 421,200.00

Ceiling Finishes


X Soffits of ceilings m2 1,689 300.00 506,700.00

Y Ditto, sloping soffits of staircase m2 191 300.00 57,300.00

Z Ditto, to edges of open staircase string to receive, 296mmextreme wide m 159 120.00 19,080.00

Gypsum board ceiling

AA 12 mm thick gypsum board ceiling jointed nailed to andincluding 50 X 50 mm cypress brandering at 600 mmcentres both ways. m2 1,689 1,500.00 2,533,500.00


Prepare and apply three coats first quality silkvinyl paint on:-

AB Plastered walls m2 4,536 300.00 1,360,800.00

AC Ditto to gypsum ceiling. m2 1,689 300.00 506,700.00

AD Plastered soffits of ceilings m2 1,689 300.00 506,700.00

AE Ditto, sloping soffits of staircase m2 26 300.00 7,800.00

Carried to Final Summary K E S 20,714,160.00Section No. 7FINISHESBill No. 1FINISHES

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P.C AND PROVISIONAL SUMS

Electrical and Mechanical Services

A Provide a prime cost sum of KES Ten Million Only (KES 10,000,000.00) Only for Electricals and Mechanical works SUM 10,000,000.00

B Allow for attendance 2.50% 250,000.00

C Allow for Profit 2.50% 250,000.00

Joinnery & Fittings

D Provide a prime cost sum of KES Ten Million Only (KES 10,000,000.00) Only for Electricals and Mechanical works SUM 9,000,000.00

E Allow for Attendance 2.50% 225,000.00

F Allow for profits. 2.50% 225,000.00

External Works.

G Provide a prime cost sum of KES Nine Million Only (KES 9,000,000.00) Only for Joinnery & Fittings. SUM 6,000,000.00

H Allow for Attendance 3% 180,000.00

J Allow for Profits 3% 18,000.00

Contingency Sum

K Provide a provisional sum of KES 1,500,000/= ( Onemillion Five hundred Thousand Only) for contingencies. SUM 1,500,000.00

Carried to Final Summary K E S 27,648,000.00Section No. 8P.C & PROVISIONAL SUMS.Bill No. 1P.C & PROVISIONAL SUMS

- 1 6 -

5/23/2016 8:01:41 PM


FINAL SUMMARY

Section Page AmountNo No

1 -3- 15,992,445.00SUBSTRUCTURES

2 -5- 40,650,700.00REINFORCED CONCRETE SUPERSTRUCTURE.

3 -6- 9,143,320.00WALLING

4 -8- 9,220,320.00ROOFING

5 -10- 1,353,772.00WINDOWS

6 -12- 1,360,214.00DOORS

7 -15- 20,714,160.00FINISHES

8 -16- 27,648,000.00P.C & PROVISIONAL SUMS.

Carried to Form of Tender K E S 126,082,931.00

- 1 7 -

ADMINSTRATION BLOCK-2



ELEMENT NO . 1


Site clearance









Disposal





m3 647 1,300.00 841,100.00


- 1 -




L Chemical anti-termite treatment, executed complete by aspecialist under a ten-year guarantee,to surfaces ofhard-core m2 2,156 300.00 646,800.00

Damp-proof membrane

M 1000 gauge polythene or other equal and approveddamp-proofmembrane, laid over blinded hardcore(measured separately) with 300mm side and end laps(measured nett-allow for laps) m2 2,156 100.00 215,600.00










T Y8 bars. kg 525 150.00 78,750.00

U Y 16 bars. kg 456 150.00 68,400.00

V Y32 bars. kg 3,533 150.00 529,950.00


- 2 -






X Vertical sides of strip footing m2 927 500.00 463,500.00




AA 200 mm thick walling m2 768 1,550.00 1,190,400.00

AB 150mm thick walling m2 20 1,450.00 29,000.00


AC 12mm to plinths m2 92 250.00 23,000.00



AD Rendered walls m2 92 250.00 23,000.00


- 3 -



ELEMENT NO. 2

REINFORCED CONCRETE

SUPERSTRUCTURE


A Beams m3 24 12,000.00 288,000.00

B Columns m3 513 12,000.00 6,156,000.00

C Staircase m3 426 12,000.00 5,112,000.00



Reinforcement


F Y8 bars kg 784 150.00 117,600.00

G Y10 bars kg 3,527 150.00 529,050.00

H Y12 bars kg 3,450 150.00 517,500.00

J Y16 bars. kg 468 150.00 70,200.00

K Y20 bars. kg 1,316 150.00 197,400.00


L Sides and soffites of beamsm2 235 500.00 117,500.00

M Sides of columns m2 819 500.00 409,500.00

N Ditto landings m2 71 500.00 35,500.00


- 4 -



P Ditto, sloping soffites of staircases m2 95 500.00 47,500.00

Q Edges of suspended floor slab 75 to 150mm high m 921 75.00 69,075.00

R Edges; 75 to 150mm high risers m 24 75.00 1,800.00

S Edges; 225 to 300mm high raked to staircase profile m 41 150.00 6,150.00


- 5 -



ELEMENT NO. 3

WALLING


200 mm thick wall


150 mm thick wall



C 200mm wide m 452 135.00 61,020.00

D 150mm wide m 12 100.00 1,200.00


- 6 -



ELEMENT NO. 4


Water Proofing.

A APP or other equal and approved waterproofing treatmenttoconcrete surfaces applied strictly to manufacturer'sinstructions to parapet walls and up stand beams. m2 2,156 3,500.00 7,546,000.00


B 19mm thick interlocking tiles. m2 2,156 1,800.00 3,880,800.00

Roof drainage







G 100mm diameter No 10 1,850.00 18,500.00



H General surfaces m2 1 300.00 300.00


- 7 -



Zinc panels



- 8 -



ELEMENT NO. 6

WINDOWS


A 250 x 50mm thick window cill once rebated and throated laidand jointed in cement and sand 1:3 mortar m 2,265 600.00 1,359,000.00

In wrot cypress




E 100 X 20 mm pelmet top m 118 320.00 37,760.00


Curtain rails






Carried Forward K E S 1,795,682.00Section No. 5WINDOWSBill No. 1WINDOWS

- 9 -



L Window size 3500 x 1000mm high No 3 5,560.00 16,680.00

M Window size 500 x 600 mm high No 6 2,560.00 15,360.00















W Ditto 100 - 200 mm girth. m 109 75.00 8,175.00



- 1 0 -



ELEMENT NO. 7

DOORS


A 800 x 2100mm high overall No 288 3,900.00 1,123,200.00

Panel doors










G 1500 x 2100mm high No 90 15,400.00 1,386,000.00

H 2000 x 2100mm high No 9 18,500.00 166,500.00


- 1 1 -



J 2500 x 2100mm high No 18 21,050.00 378,900.00

Ironmongery






- 1 2 -



ELEMENT NO. 5

FINISHES

Wall finishes

External


A Concrete or masonry surfaces externally m2 2,762 300.00 828,600.00

Internal


B Concrete or masonry surfaces m2 2,762 300.00 828,600.00



Ceramic wall tiling


Floor Finishes



F 28mm bed finished to receive granito tiles (m.s) m2 600 430.00 258,000.00





- 1 3 -




K Supply and fix coloured 300x300x8mm ceramic glazed floortiles to floors on prepared screed (measured separately) m2 159 1,600.00 254,400.00


L Supply and fix coloured 300x300x12mm granito tiles onprepared screed (measured separately) m2 2,605 1,600.00 4,168,000.00


M Supply and fix coloured 300x300x12mm granito floor tilesto floors on prepared screed (measured separately) m2 2,605 3,600.00 9,378,000.00


N Supply and fix coloured 300x300x12mm AllysaKallingastone Augusto honed floor tiles to floors onprepared screed (measured separately) m2 506 1,850.00 936,100.00

PVC floor tiling.

P Supply and fix coloured 300x300x12mm PVC floor tiles tofloors on prepared screed (measured separately) m2 82 1,450.00 118,900.00

Staircase finishes


Q 20mm bed finished to receive Granito tiles(m.s) m2 18 430.00 7,740.00

R 12mm thick to treads, 250mm wide to receive ditto m 16 110.00 1,760.00

S 12mm thick to risers, 165mm high to receive ditto m 8 65.00 520.00

METALWORK


- 1 4 -




T 1000 mm high balustrading wrot mahogany framework,including fixings, painting m 80 9,000.00 720,000.00

Ceiling Finishes


U Soffits of ceilings m2 2,156 300.00 646,800.00

V Ditto, sloping soffits of staircase m2 191 300.00 57,300.00

W Ditto, to edges of open staircase string to receive, 296mmextreme wide m 159 120.00 19,080.00


X 12 mm thick gypsum board ceiling jointed nailed to andincluding 50 X 50 mm cypress brandering at 600 mmcentres both ways. m2 2,156 1,500.00 3,234,000.00



Y Plastered walls m2 2,762 300.00 828,600.00

Z Ditto to gypsum ceiling. m2 2,156 300.00 646,800.00

AA Plastered soffits of ceilings m2 2,156 300.00 646,800.00

AB Ditto, sloping soffits of staircase m2 191 300.00 57,300.00


- 1 5 -








Joinnery & Fittings




External Works.




Contingency Sum



- 1 6 -


FINAL SUMMARY




3 -6- 6,496,420.00WALLING

4 -8- 11,612,120.00ROOFING

5 -10- 2,073,612.00WINDOWS

6 -12- 4,364,466.00DOORS

7 -15- 24,201,130.00FINISHES



- 1 7 -

RESIDENTIAL BLOCK

5/23/2016 8:04:07 PM



ELEMENT NO . 1


Site clearance









Disposal





m3 321 1,300.00 417,300.00


- 1 -

5/23/2016 8:04:07 PM




L Chemical anti-termite treatment, executed complete by aspecialist under a ten-year guarantee,to surfaces ofhard-core m2 321 300.00 96,300.00

Damp-proof membrane

M 1000 gauge polythene or other equal and approveddamp-proofmembrane, laid over blinded hardcore(measured separately) with 300mm side and end laps(measured nett-allow for laps) m2 321 100.00 32,100.00










T Y8 bars. kg 20 150.00 3,000.00

U Y 16 bars. kg 843 150.00 126,450.00

V Y32 bars. kg 11,152 150.00 1,672,800.00


- 2 -

5/23/2016 8:04:07 PM






X Vertical sides of strip footing m2 977 500.00 488,500.00




AA 200 mm thick walling m2 635 1,550.00 984,250.00


AB 12mm to plinths m2 49 250.00 12,250.00



AC Rendered walls m2 49 250.00 12,250.00


- 3 -

5/23/2016 8:04:07 PM



ELEMENT NO. 2

REINFORCED CONCRETE

SUPERSTRUCTURE


A Beams m3 86 12,000.00 1,032,000.00

B Columns m3 45 12,000.00 540,000.00

C Staircase m3 83 12,000.00 996,000.00



Reinforcement


F Y8 bars kg 1,250 150.00 187,500.00

G Y10 bars kg 742 150.00 111,300.00

H Y12 bars kg 2,499 150.00 374,850.00

J Y16 bars. kg 2,232 150.00 334,800.00


K Sides and soffites of beamsm2 2,305 500.00 1,152,500.00

L Sides of columns m2 659 500.00 329,500.00

M Ditto landings m2 71 500.00 35,500.00

N Ditto, sloping soffites of staircases m2 95 500.00 47,500.00


- 4 -

5/23/2016 8:04:07 PM



P Edges of suspended floor slab 75 to 150mm high m 163 75.00 12,225.00

Q Edges; 75 to 150mm high risers m 8 75.00 600.00

R Edges; 225 to 300mm high raked to staircase profile m 14 150.00 2,100.00


- 5 -

5/23/2016 8:04:07 PM



ELEMENT NO. 3

WALLING


200 mm thick wall


150 mm thick wall



C 200mm wide m 326 135.00 44,010.00

D 150mm wide m 17 100.00 1,700.00


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5/23/2016 8:04:07 PM



ELEMENT NO. 4


Water Proofing.

A APP or other equal and approved waterproofing treatmenttoconcrete surfaces applied strictly to manufacturer'sinstructions to parapet walls and up stand beams. m2 536 3,500.00 1,876,000.00


B 19mm thick interlocking tiles. m2 535 1,800.00 963,000.00

Roof drainage







G 100mm diameter No 4 1,850.00 7,400.00



H General surfaces m2 13 300.00 3,900.00


- 7 -

5/23/2016 8:04:07 PM



Zinc panels



- 8 -

5/23/2016 8:04:07 PM



ELEMENT NO. 6

WINDOWS


A 250 x 50mm thick window cill once rebated and throated laidand jointed in cement and sand 1:3 mortar m 89 600.00 53,400.00

In wrot cypress




E 100 X 20 mm pelmet top m 91 320.00 29,120.00


Curtain rails






Carried Forward K E S 674,318.00Section No. 5WINDOWSBill No. 1WINDOWS

- 9 -

5/23/2016 8:04:07 PM


Brought Forward K E S 674,318.00

L Window size 500 x 600 mm high No 12 2,560.00 30,720.00

M Window size 2000 x 1000mm high No 96 4,600.00 441,600.00















W Ditto 100 - 200 mm girth. m 91 75.00 6,825.00



- 1 0 -

5/23/2016 8:04:07 PM



ELEMENT NO. 7

DOORS


A 800 x 2100mm high overall No 24 3,900.00 93,600.00

Panel doors










G 3400 x 2100mm high No 6 15,300.00 91,800.00

H 2000 x 2100mm high No 8 18,500.00 148,000.00


- 1 1 -

5/23/2016 8:04:07 PM



J 2500 x 2100mm high No 11 21,050.00 231,550.00

Ironmongery






- 1 2 -

5/23/2016 8:04:07 PM



ELEMENT NO. 5

FINISHES

Wall finishes

External


A Concrete or masonry surfaces externally m2 3,084 300.00 925,200.00

Internal


B Concrete or masonry surfaces m2 2,775 300.00 832,500.00



Ceramic wall tiling


Floor Finishes



F 28mm bed finished to receive granito tiles (m.s) m2 389 430.00 167,270.00





- 1 3 -

5/23/2016 8:04:07 PM



K 28mm bed finished to receive terrazo floor finish(m.s) m2 96 430.00 41,280.00


L Supply and fix coloured 300x300x8mm ceramic glazed floortiles to floors on prepared screed (measured separately) m2 268 1,600.00 428,800.00


M Supply and fix coloured 300x300x12mm granito tiles onprepared screed (measured separately) m2 389 1,600.00 622,400.00


N Supply and fix coloured 300x300x12mm granito floor tilesto floors on prepared screed (measured separately) m2 250 3,600.00 900,000.00


P Supply and fix coloured 300x300x12mm AllysaKallingastone Augusto honed floor tiles to floors onprepared screed (measured separately) m2 189 1,850.00 349,650.00

PVC floor tiling.

Q Supply and fix coloured 300x300x12mm PVC floor tiles tofloors on prepared screed (measured separately) m2 430 1,450.00 623,500.00

Terrazo floor tile finish.

R Supply and fix smooth polished pink terrazzo floor finish tofloors on prepared screed (measured separately) m2 96 2,800.00 268,800.00

Staircase finishes


S 20mm bed finished to receive Granito tiles(m.s) m2 26 430.00 11,180.00

T 12mm thick to treads, 250mm wide to receive ditto m 78 110.00 8,580.00

U 12mm thick to risers, 165mm high to receive ditto m 26 65.00 1,690.00


- 1 4 -

5/23/2016 8:04:07 PM



METALWORK


V 1000 mm high balustrading wrot mahogany framework,including fixings, painting m 159 9,000.00 1,431,000.00

Ceiling Finishes


W Soffits of ceilings m2 1,070 300.00 321,000.00

X Ditto, sloping soffits of staircase m2 761 300.00 228,300.00

Y Ditto, to edges of open staircase string to receive, 296mmextreme wide m 986 120.00 118,320.00


Z 12 mm thick gypsum board ceiling jointed nailed to andincluding 50 X 50 mm cypress brandering at 600 mmcentres both ways. m2 1,070 1,500.00 1,605,000.00



AA Plastered walls m2 1,668 300.00 500,400.00

AB Ditto to gypsum ceiling. m2 1,070 300.00 321,000.00

AC Plastered soffits of ceilings m2 1,070 300.00 321,000.00

AD Ditto, sloping soffits of staircase m2 761 300.00 228,300.00


- 1 5 -

5/23/2016 8:04:07 PM








Joinnery & Fittings




External Works.




Contingency Sum



- 1 6 -

5/23/2016 8:04:07 PM


FINAL SUMMARY




3 -6- 4,775,010.00WALLING

4 -8- 3,110,738.00ROOFING

5 -10- 1,859,718.00WINDOWS

6 -12- 2,734,364.00DOORS

7 -15- 11,515,920.00FINISHES



- 1 7 -


FINAL SUMMARY

A ADMINSTRATION BLOCK 1 SUM 126,082,931.00

B ADMINSTRATION BLOCK -2 SUM 109,823,568.00

C RESIDENTIAL BLOCK SUM 72,152,320.00

(All prices are inclusive of VAT)

Carried to Final Summary K E S 308,058,819.00Section No. 1SUMMARY PAGEBill No. 1SUMMARY

- 1 -

FINAL SUMMARY


1 -1- 308,058,819.00SUMMARY PAGE


- 2 -