REPUBLIC OF KENYA MINISTRY OF INDUSTRIALIZATION, TRADE AND ENTERPRISE DEVELOPMENT SPECIAL ECONOMICS ZONES AUTHORITY PROPOSED ADMINISTRATION BLOCK AND BOUNDARY WALL FOR SPECIAL ECONOMIC ZONES AUTHORITY (SEZA) AT NAIVASHA INDUSTRIAL PARK, NAKURU COUNTY MAIN WORKS & LANDSCAPING WORKS VOLUME 1 OF 8 W.P ITEM NO. D117/RV/NKU/1902 JOB NO 10504C PROJECT MANAGER WORKS SECRETARY M.O.T.I.PW.H&UD P.O. BOX 30743 – 00100 NAIROBI. QUANTITY SURVEYOR CHIEF QUANTITY SURVEYOR M.O.T.I.PW.H&UD P.O. BOX 30743 – 00100 NAIROBI. MECHANICAL ENGINEER CHIEF MECHANICAL ENGINEER (BS) M.O.T.I.PW.H&UD P.O. BOX 41191– 00100 NAIROBI. ARCHITECT CHIEF ARCHITECT M.O.T.I.PW.H&UD P.O. BOX 30743 – 00100 NAIROBI ELECTRICAL ENGINEER CHIEF ELECTRICAL ENGINEER (BS) M.O.T.I.PW.H&UD P.O. BOX 41191– 00100 NAIROBI. STRUCTURAL ENGINEER CHIEF ENGINEER (STRUCTURAL) M.O.T.I.PW.H&UD P.O. BOX 30743 – 00100 NAIROBI . MARCH, 2020
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REPUBLIC OF KENYA
MINISTRY OF INDUSTRIALIZATION, TRADE AND ENTERPRISE
DEVELOPMENT
SPECIAL ECONOMICS ZONES AUTHORITY
PROPOSED ADMINISTRATION BLOCK AND BOUNDARY WALL
FOR SPECIAL ECONOMIC ZONES AUTHORITY (SEZA) AT
NAIVASHA INDUSTRIAL PARK, NAKURU COUNTY
MAIN WORKS & LANDSCAPING WORKS
VOLUME 1 OF 8
W.P ITEM NO. D117/RV/NKU/1902 JOB NO 10504C
PROJECT MANAGER
WORKS SECRETARY
M.O.T.I.PW.H&UD
P.O. BOX 30743 – 00100
NAIROBI.
QUANTITY SURVEYOR
CHIEF QUANTITY SURVEYOR
M.O.T.I.PW.H&UD
P.O. BOX 30743 – 00100
NAIROBI.
MECHANICAL ENGINEER
CHIEF MECHANICAL
ENGINEER (BS)
M.O.T.I.PW.H&UD
P.O. BOX 41191– 00100
NAIROBI.
ARCHITECT
CHIEF ARCHITECT
M.O.T.I.PW.H&UD
P.O. BOX 30743 – 00100
NAIROBI
ELECTRICAL ENGINEER
CHIEF ELECTRICAL
ENGINEER (BS)
M.O.T.I.PW.H&UD
P.O. BOX 41191– 00100
NAIROBI.
STRUCTURAL ENGINEER
CHIEF ENGINEER
(STRUCTURAL)
M.O.T.I.PW.H&UD
P.O. BOX 30743 – 00100
NAIROBI
.
MARCH, 2020
i
TABLE OF CONTENTS
PAGE
CONTENTS PAGE I
SIGNATURE PAGE & NOTES Ii
SECTION I: INVITATION TO TENDER 3
SECTION II: INSTRUCTIONS TO TENDERERS 5- 15
SECTION III: APPENDIX TO INSTRUCTIONS TO
TENDERERS
16
SECTION IV: EVALUATION CRITERIA 17-24
SECTION V: CONDITIONS OF CONTRACT 25-44
SECTION VI: APPENDIX TO CONDITIONS OF CONTRACT 45-47
SECTION VII: DRAWINGS 48
SECTION VIII: STANDARD FORMS 49-70
SECTION IX – TRADE PREAMBLES 71-74
SECTION X – BILLS OF QUANTITIES
PARTICULAR PRELIMINARIES PP/1-PP/5
GENERAL PRELIMINARIES GP/1-GP/13
VOLUME 1 OF 8: MAIN WORKS & LANDSCAPING WORKS
1. ADMINISTRATION BLOCK
2. GENERATOR HOUSE
3. BOUNDARY WALL
4. LANDSCAPING WORKS
5. VOLUME 2 OF 8: CIVIL WORKS
6. VOLUME 3 OF 8: ELECTRICAL INSTALLATION
7. VOLUME 4 OF 8: STRUCTURED CABLING, CCTV, ACCESS
CONTROL AND IP-PBX
8. VOLUME 5 OF 8: LIFTS INSTALLATION
9. VOLUME 6 OF 8: GENERATOR INSTALLATION
10. VOLUME 7 OF 8: PLUMBING, DRAINAGE, FIRE
PROTECTION
11. VOLUME 8 OF 8: AIRCONDITIONING
12. PROVISIONAL SUMS PS/1
13. GRAND SUMMARY GS/1
ii
PROPOSED ADMINISTRATION BLOCK AND BOUNDARY WALL
FOR SPECIAL ECONOMIC ZONES AUTHORITY (SEZA) AT
NAIVASHA INDUSTRIAL PARK, NAKURU COUNTY
Prepared by: -
Quantities and Contracts Section
State Department of Public Works
P.O. Box 30743-00100 Nairobi.
The contract for the above-mentioned works entered into this ………... day of ……….
2020 by the undersigned refers to these Bills of Quantities and the Ministry of Works
General Specification dated March, 1976 (together with any amendments issued thereto)
shall be read and construed as part of the said contract.
……………………………… ………………………………………
CONTRACTOR CHIEF EXECUTIVE OFFICER
(SPECIAL ECONOMIC ZONES AUTHORITY)
Date……………………………… Date……………………………
SPECIAL NOTES
The Contractor is required to check the numbers of the pages of these Bills of Quantities
and should he find any missing or in duplicate or figures indistinct he must inform the
Principal Secretary, State Department of Public Works, Ngong Road, Nairobi at once and
have the same rectified.
Should the Contractor be in doubt about the precise meaning of any item or figure for any
reason whatsoever, he must inform the Principal Secretary, Stated Department of Public
Works, Ngong Road, Head Office in order that the correct meaning may be decided
before the date for submission of tenders.
No liability will be admitted nor claim allowed in respect of errors in the Contractor’s
Tender due to mistakes in the Specifications which should have been rectified in the
manner described above.
SIGNATURE PAGE AND NOTE
3
SECTION I: INVITATION TO TENDER
TENDER NAME: PROPOSED ADMINISTRATION BLOCK AND BOUNDARY
WALL FOR SPECIAL ECONOMIC ZONES AUTHORITY (SEZA) AT
NAIVASHA INDUSTRIAL PARK, NAKURU COUNTY
TENDER NO. W.P ITEM NO. D117/RV/NKU/1902 JOB NO 10504C
The Special Economic Zones Authority (SEZA) invites sealed tenders from eligible and
competent contractors for Proposed Administration Block and Boundary Wall for
Special Economic Zones Authority (SEZA) at Naivasha Industrial Park, Nakuru
County
Interested contractors must be registered in category NCA 1 and 2 only and appear in the
current Building Contractors register.
A complete set of Tender Documents may be obtained by interested candidates from the
Procurement Office, Special Economic Zones Authority (SEZA), Nairobi during normal
working hours upon payment of a non - refundable tender fee of Kshs. 1,000.00.
The document may also be viewed and downloaded from the _____________________
website:_______________ or _______________________. Bidders who download the
tender document will not be required to pay any fee. All payments shall be made to the
Special Economic Zones Authority (SEZA), cash office. Upon payment of the tender fee,
bidders are required to obtain an official receipt from the Cash Office and immediately
forward their particulars to the Procurement Office for recording and for the purposes of
receiving any further tender clarifications and/or addendums.
Prices quoted should be net inclusive of all taxes, must be in Kenya Shillings and should
remain valid for 120 days.
Completed tender documents are to be enclosed in plain sealed envelopes, marked with
the tender number and be deposited in the tender box provided at Special Economic
Zones Authority (SEZA), offices in Nairobi, or be addressed to:
THE CHIEF EXECUTIVE OFFICER
SPECIAL ECONOMIC ZONES AUTHORITY (SEZA),
P.O. BOX 30418 - 00100, NAIROBI
so as to be received on or before –the date stated in the advert or letter of invitation to
bid-
Tenders will be opened immediately thereafter in the presence of the tenderers
representatives who choose to attend the opening at the Special Economic Zones
Authority (SEZA), offices in Nairobi
Mandatory Site visit will be (AS PER ADVERT OR INVITATION LETTER). An
attendance register will be signed by all representatives of bidders. All prospective
Tenderers shall assemble at the Site, Naivasha Industrial Park, NAKURU COUNTY by
10:00 a.m. Tenders who fail to attend the mandatory pretender Meeting shall be
C Allow for providing regular maintenance,lubricants,spare and tyres for the first 100,000
km @Kshs…………………..per km 5,000,000.00
D Extra over rate (D) above fo distance travelled in excess of 100,000 km @
Kshs…………………….per km for 50,000 km. 3,000,000.00
E Provide for reverting vehicles to the Government including servicing, change or
registration for G.K. etc.
Total carried to summary 9,428,000.00 PP/9
ITEM DESCRIPTION AMOUNT (Kshs.)
PARTICULARS OF INSERTIONS TO BE MADE IN APPENDIX TO CONTRAT
AGREEEMENT
The following are the insertions to be made in the appendix to the contract Agreement:-
A Period of Final Measurement 3 Months from Practical Completion
B Defects Liability Period 6 Months from Practical Completion
C Date for Possession To be agreed with the Project Manager
D Date for Completion Sixteen 52 WEEKS from the Date of possession
E Liquidated and Ascertained Damages
At a rate of KSh 100,000 Per week or part thereof
F Period of Interim Certificates Monthly
G Period of Honouring Certificates 30 Days
H Percentage of Certified Value Retained 10%
I Limit of Retention Fund 5%
Total carried to summaryPP/10
ITEM DESCRIPTION AMOUNT (Kshs.)
SUMMARY
Brought forward from page PP/1
Brought forward from page PP/2 3,000,000.00
Brought forward from page PP/3
Brought forward from page PP/4 8,272,000.00
Brought forward from page PP/5 14,500,000.00
Brought forward from page PP/6 -
Brought forward from page PP/7 9,980,000.00
Brought forward from page PP/8 7,862,000.00
Brought forward from page PP/9 9,428,000.00
Brought forward from page PP/10
TOTAL CARRIED TO GRAND SUMMARY 53,042,000.00
PP/11
GENERAL PRELIMINARIES
ITEM DESCRIPTION AMOUNT (Kshs.)
GENERAL PRELIMINARIES
A. PRICING OF ITEMS OF PRELIMINARIES AND PREAMBLES
Prices will be inserted against items of Preliminaries in the Contractor's priced Bills of
Quantities and Specification.
The Contractor shall be deemed to have included in his prices or rates for the various
items in the Bills of Quantities or Specification for all costs involved in complying with
all the requirements for the proper execution of the whole of the works in the Contract.
Failure to price an item shall not exempt the contractor form carrying out works
described therein.
Should the contractor fail to carry out works which he/she did not price and after
having received a written instruction from the PM, then the value of such works shall
be deducted from the very immediate certificate issued to the contractor.
MoPW current rates, JBC, IQSK, manufacturers or fair rates shall be used by
the PM in valuation of unpriced items which the contractor shall fail to execute.
The contractor is advised to read and understand all preliminary items.
The Contractor is advised to visit the site, to familiarize with the nature and position of
the site. No claims arising from the Contractor’s failure to do so will be entertained.
B FIRM PRICE CONTRACT
Unless otherwise specifically stated in the Contract Data and/or Particular preliminaries
this is a firm price contract and the contractor must allow in his tender rates for any
increase in the cost of labour and/or materials during the currency of the contract.
C VISIT SITE AND EXAMINE DRAWINGS.
The Contractor is recommended to examine the drawings and visit the site the location
of which is described in the Particular Preliminaries hereof. He shall be deemed to have
acquainted himself therewith as to its nature, position, means of access or any other
matter which, may affect his tender. No claim arising from his failure to comply with
this recommendation will be considered.
100,000.00
Total carried to summary 100,000.00 GP/1
ITEM DESCRIPTION AMOUNT (Kshs.)
A BONDS.
The Contractor shall find and submit with the Form of Tender a guarantor and who will
be willing to be bound the Government in the amount of the bond.
The amount of the bond is SPECIFIED IN THE PARTICULAR PRELIMINARIES
The guarantor shall be an approved institution as specified in the particular
preliminaries or invitation to tender and who will when and if called upon, sign a Bond
to that effect on the relevant standard form included herein. (without the addition of any
limitations) on the same day as the Contract Agreement is signed, by the Government,
the Contractor shall furnish within seven days another Surety to the approval of the
Government.
B PERFORMANCE BOND
5% bond shall be required from the specified institution 3,000,000.00
The period for supplying the bond shall be 14 days.
No contract shall be signed, NOR shall any payment be made before the bidder has
complied with the bond requirements
Failure to deliver the bond within the specified period shall automatically disqualify the
bidder and the tender shall be awarded to next most responsive bidder without
reference to the defaulting bidder.
Should the bidder commence works and subsequently fail to provide the bond, he shall
be evicted from site without any reimbursement not withstanding the site having been
handed over by the PM and client. The handing over only kick-starts the process and is
not a waiver to bond conditions.
The bond for the due performances of the Contract shall be valid up to the date of
completion as certified by the PROJECT MANAGER
Any bond which provides otherwise or attempts to vary the duration of validity shall be
invalid
The bond shall comply in all respects with the PPOA copy enclosed in the instructions
to tender. A bond that does not match the PPOA copy shall be treated as NO BOND
Total carried to summary 3,000,000.00 GP/2
ITEM DESCRIPTION AMOUNT (Kshs.)
A EXCEPTION TO THE STANDARD METHOD OF MEASUREMENT
Attendance ; Clause B19(a) of the Standard Method of Measurement is deleted and
the following clause is substituted:-
Attendance on nominated Sub-Contractors shall be given as an item in each case shall
be deemed to include: allowing use of standing scaffolding, mess rooms, sanitary
accommodation and welfare facilities; provision of special scaffolding where necessary;
providing space for office accommodation and for storage of plant and materials;
providing light and water for their work: clearing away rubbish; unloading checking
and hoisting: providing electric power and removing and replacing duct covers, pipe
casings and the like necessary for the execution and testing of Sub- Contractors' work
and being responsible for the accuracy of the same.
Fix Only:-
"Fix Only" shall mean take delivery at nearest railway station (Unless otherwise
stated), pay all demurrage charges, load and transport to site where necessary, unload,
store, unpack, assemble as necessary, distribute to position, hoist and fix only.
B ABBREVIATIONS
Throughout these Bills units of measurement and terms are abbreviated and shall be
interpreted as follows:-
CM or Cm Shall mean cubic meter
SM or Sm Shall mean square meter
LM or Lm Shall mean linear meter
MM or mm Shall mean Millimeter
KG or Kg. Shall mean Kilogramme
No or Nr Shall mean Number
PRS or Prs. Shall mean Pairs
B.S. Shall mean the British Standard Specification
Published by the British Standards Institution,
2 Park Street, London W.I England
M.S. Shall mean measured separately
Ditto shall mean the whole of the preceding description
except as qualified in the description in which it occurs.
Do shall mean the whole of the preceding description
except as qualified in the description in which it occurs.
a.b. Shall mean as before described
a.b.d. Shall mean as before described
Total carried to summaryGP/3
ITEM DESCRIPTION AMOUNT (Kshs.)
A EMPLOYER
The “Employer” is
AS DEFINED UNDER PARTICULAR PRELIMINARIES
The term "Employer" and "Government" wherever used in the contract document shall
be synonymous
B PROJECT MANAGER shall be -:
The term "P.M." wherever used in these Bills of Quantities shall be deemed to imply
the Project Manager as defined in Condition 1 of the Conditions of Contract or such
person or persons as may be duly authorised to represent him on behalf of the
Government.
In this Project, the PM shall be -:
WORKS SECRETARY
M.O.T.I.P.W. H.&U.D (STATE DEPARTMENT OF PUBLIC WORKS)
P.O. BOX 30743-00100
NAIROBI
C ARCHITECT
The term "Architect" shall be deemed to mean "The P.M." as defined above whose
address unless otherwise notified is as above
D QUANTITY SURVEYOR
The term "Quantity Surveyor" shall be deemed to mean "The P.M." as defined above
whose address unless otherwise notified is as above
E ELECTRICAL ENGINEER
The term "Electrical Engineer" shall be deemed to mean "The P.M." as defined above
whose address unless otherwise notified is as above
F MECHANICAL ENGINEER
The term "Mechanical Engineer" shall be deemed to mean "The P.M." as defined above
whose address unless otherwise notified is as above
G STRUCTURAL ENGINEER
The term "Structural Engineer" shall be deemed to mean "The P.M." as defined above
whose address unless otherwise notified is as above
Total carried to summaryGP/4
ITEM DESCRIPTION AMOUNT (Kshs.)
A PLANT, TOOLS AND VEHICLES
Allow for providing all scaffolding, plant, tools and vehicles required for the works
except in so far as may be stated otherwise herein and except for such items specifically
and only required for the use of nominated Sub-Contractors as described herein. No
timber used for scaffolding, formwork or temporary works of any kind shall be used
afterwards in the permanent work.
B TRANSPORT.
Allow for transport of workmen, materials, etc., to and from the site at such hours and
by such routes as may be permitted by the competent authorities.
C MATERIALS AND WORKMANSHIP.
All materials and workmanship used in the execution of the work shall be of the best
quality and description unless otherwise stated. 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
they are onsite when required for use in the works. The Bills of Quantities shall not be
used for the purpose of ordering materials.
D SIGN FOR MATERIALS SUPPLIED.
The Contractor will be required to sign a receipt for all articles and materials supplied
by the PROJECT MANAGER at the time of taking deliver thereof, as having received
them in good order and condition, and will thereafter be responsible for any loss or
damage and for replacements of any such loss or damage with articles and/or materials
which will be supplied by the PROJECT MANAGER at the current market prices
including Customs Duty and V.A.T., all at the Contractor's own cost and expense, to
the satisfaction of the PROJECT MANAGER
E STORAGE OF MATERIALS
The Contractor shall provide at his own risk and cost where directed on the site weather
proof lock-up sheds and make good damaged or disturbed surfaces upon completion to
the satisfaction of the PROJECT MANAGER Nominated Sub-Contractors are to be
made liable for the cost of any storage accommodation provided especially for their use.
5,000,000.00
Total carried to summary 5,000,000.00 GP/5
ITEM DESCRIPTION AMOUNT (Kshs.)
A SAMPLES
The Contractor shall furnish at his own cost any samples of materials or workmanship
including concrete test cubes required for the works that may be called for by the
PROJECT MANAGER for his approval until such samples are approved by the
PROJECT MANAGER and the PROJECT MANAGER, may reject any materials or
workmanship not in his opinion to be up to approved samples. The PROJECT
MANAGER shall arrange for the testing of such materials as he may at his discretion
deem desirable, but the testing shall be made at the expense of the Contractor and not
at the expense of the PROJECT MANAGER PROVIDED THEY PASS THE TEST.
The Contractor shall pay for the testing in accordance with the current scale of testing
charges laid down by the Ministry of Public Works.
The procedure for submitting samples of materials for testing and the method of
marking for identification shall be as laid down by the PROJECT MANAGER The
Contractor shall allow in his tender for such samples and tests except those in
connection with nominated sub-contractors' work.
1,500,000.00
Samples of paint, carpets, curtains & covers, tiles & timber shall be required for
approval by the PM together with the employer.
No alternate rate shall be offered on account that the employer has chosen a superior
finish unless the bidder had attached the sample he priced.
B PUBLIC AND PRIVATE ROADS.
Maintain as required throughout the execution of the works and make good any damage
to public or private roads arising from or consequent upon the execution of the works
to the satisfaction of the local and other competent authority and the PROJECT
MANAGER
C EXISTING PROPERTY.
The Contractor shall take every precaution to avoid damage to all existing property
including roads, cables, drains and other services and he will be held responsible for
and shall make good all such damage arising from the execution of this contract at his
own expense to the satisfaction of the PROJECT MANAGER
D ACCESS TO SITE AND TEMPORARY ROADS.
Means of access to the Site shall be agreed with the PROJECT MANAGER prior to
commencement of the work and Contractor must allow for building any necessary
temporary access roads for the transport of the materials, plant and workmen as may be
required for the complete execution of the works including the provision of temporary
culverts, crossings, bridges, or any other means of gaining access to the Site. Upon
completion of the works, the Contractor shall remove such temporary access roads;
temporary culverts, bridges, etc., and make good and reinstate all works and surfaces
disturbed to the satisfaction of the PROJECT MANAGER
5,000,000.00
Total carried to summary 6,500,000.00
GP/6
ITEM DESCRIPTION AMOUNT (Kshs.)
A AREA TO BE OCCUPIED BY THE CONTRACTOR
The area of the site which may be occupied by the Contractor for use of storage and for
the purpose of erecting workshops, etc., shall be defined on site by the PROJECT
MANAGER
B SECURITY OF WORKS ETC.
The Contractor shall be entirely responsible for the security of all the works stores,
materials, plant, personnel, etc., both his own and sub-contractors' and must provide all
necessary watching, lighting and other precautions as necessary to ensure security
against theft, loss or damage and the protection of the public.
3,250,000.00
C PROGRESS CHART.
The Contractor shall provide within two weeks of Possession of Site and in agreement
with the PROJECT MANAGER a Progress Chart for the whole of the works including
the works of Nominated Sub-Contractors ; one copy to be handed to the PROJECT
MANAGER and a further copy to be retained on Site. Progress to be recorded and
chart to be amended as necessary as the work proceeds.
50,000.00
D INSURANCE
The Contractor shall insure as required in Conditions No. 30 of the Conditions of
Contract. No payment on account of the work executed will be made to the Contractor
until he has satisfied the PROJECT MANAGER either by production of an Insurance
Policy or and Insurance Certificate that the provision of the foregoing Insurance
Clauses have been complied with in all respects. Thereafter the PROJECT
MANAGER shall from time to time ascertain that premiums are duly paid up by the
Contractor who shall if called upon to do so, produce the receipted premium renewals
for the PROJECT MANAGER's inspection.
2,400,000.00
D CONTRACTOR'S SUPERINTENDENCE/SITE AGENT
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 experience in the kind of work involved and shall give his whole time to the
superintendence of the works. Such Agent or Representative shall receive on behalf of
the Contractor all directions and instructions from the Project Manager and such
directions shall be deemed to have been given to the Contractor in accordance with the
Conditions of Contract.
1,440,000.00
Total carried to summary 7,140,000.00 GP/7
ITEM DESCRIPTION AMOUNT (Kshs.)
A PROVISIONAL WORK
All work described as "Provisional" in these Bills of Quantities is subject to
remeasurement in order to ascertain the actual quantity executed for which payment will
be made. All "Provisional" and other work liable to adjustment under this Contract
shall left uncovered for a reasonable time to allow all measurements needed for such
adjustment to be taken by the PROJECT MANAGER Immediately the work is ready
for measuring, the Contractor shall give notice to the PROJECT MANAGER. If the
Contractor makes default in these respects he shall if the PROJECT MANAGER so
directs uncover the work to enable all measurements to be taken and afterwards
reinstate at his own expense.
B PROVISIONAL SUMS.
The term "Provisional Sum" wherever used in these Bills of Quantities shall have the
meaning stated in Section A item A7(i) of the Standard Method of Measurement. Such
sums are net and no addition shall be made to them for profit.
C ADJUSTMENT OF PROVISIONAL SUMS.
In the final account all Provisional Sums shall be deducted and the value of the work
properly executed in respect of them upon the PROJECT MANAGER's order added to
the Contract Sum. Such work shall be valued , but should any part of the work be
executed by a Nominated Sub-Contractor, the value of such work or articles for the
work to be supplied by a Nominated Supplier, the value of such work or articles shall
be treated as a P.C. Sum and profit and attendance comparable to that contained in the
priced Bills of Quantities for similar items added.
D PRIME COST (OR P.C.) SUMS.
The term "Prime Cost Sum" or "P.C. Sum" wherever used in these Bills of Quantities
shall have the meaning stated in Section A item A7 (ii) of the Standard Method of
Measurement . Persons or firms nominated by the PROJECT MANAGER to execute
work or to provide and fix materials or goods are described herein as Nominated Sub-
Contractors. Persons or firms so nominated to supply goods or materials are described
herein as Nominated Suppliers.
Total carried to summaryGP/8
ITEM DESCRIPTION AMOUNT (Kshs.)
A ADJUSTMENT OF P.C. SUMS.
In the final account all P.C. Sums shall be deducted and the amount properly expended
upon the PROJECT MANAGER'S order in respect of each of them added to the
Contract sum. The Contractor shall produce to the PROJECT MANAGER such
quotations, invoices or bills, properly receipted, as may be necessary to show the actual
details of the sums paid by the Contractor. Items of profit upon P.C. Sums shall be
adjusted in the final account pro-rata to the amount paid. Items of "attendance" (as
previously described) following P.C. Sums shall be adjusted pro-rata to the physical
extent of the work executed (not pro-rata to the amount paid) and this shall apply even
though the Contractor's priced Bill shows a percentage in the rate column in respect of
them. Should the Contractor be permitted to tender and his tender be accepted of any
work for which a P.C. Sum is included in these Bill of Quantities profit and attendance
will be allowed at the same rate as it would be if the work were executed by a
Nominated Sub-Contractor.
B NOMINATED SUB-CONTRACTORS
When any work is ordered by the PROJECT MANAGER to be executed by nominated
sub-contractors, the Contractor shall enter into sub-contracts and shall thereafter be
responsible for such sub-contractors in every respect. Unless otherwise described the
Contractor is to provide for such Sub-Contractors any or all of the facilities described
in these Preliminaries. The Contractor should price for these with the nominated Sub-
contract Contractor's work concerned in the P.C. Sums under the description "add for
Attendance".
A DIRECT CONTRACTS
Notwithstanding the foregoing conditions, the Government reserves the right to place a
"Direct Contract" for any goods or services required in the works which are covered by
a P.C. Sum in the Bills of Quantities and to pay for the same direct. In any such
instances, profit relative to the P.C. Sum the priced Bills of Quantities will be adjusted
as described for P.C. Sums and allowed.
B ATTENDANCE UPON OTHER TRADESMEN, ETC.
The Contractor shall allow for the attendance of trade upon trade and shall afford any
tradesmen or other persons employed for the execution of any work not included in this
Contract every facility for carrying out their work and also for use of his ordinary
scaffolding. The Contractor, however, shall not be required to erect any special
scaffolding for them. The Contractor shall perform such cutting away for and making
good after the work of such tradesmen or persons as may be ordered by the PROJECT
MANAGER and the work will be measured and paid for to the extent executed at rates
provided in these Bills.
Total carried to summaryGP/9
ITEM DESCRIPTION AMOUNT (Kshs.)
A OFFICE ETC. FOR THE PROJECT MANAGER
The Contractor shall provide, erect and maintain where directed on site and afterwards
dismantle the site office of the type noted in the Particular Preliminaries, complete with
Furniture. He shall also provide a strong metal trunk complete with strong hasp and
staple fastening and two keys. He shall provide, erect and maintain a lock-up type
water or bucket closet for the sole use of the PROJECT MANAGER including making
temporary connections to the drain where applicable to the satisfaction of Government
and Medical Officer of Health and shall provide services of cleaner and pay all
conservancy charges and keep both office and closet in a clean and sanitary condition
from commencement to the completion of the works and dismantle and make good
disturbed surfaces. The office and closet shall be completed before the Contractor is
permitted to commence the works. The Contractor shall make available on the Site as
and when required by the "PROJECT MANAGER" a modern and accurate level
together with levelling staff, ranging rods and 50 metre metallic or linen tape.
3,500,000.00
B WATER AND ELECTRICITY SUPPLY FOR THE WORKS
The Contractor shall provide at his own risk and cost all necessary water, electric light
and power required for use in the works. The Contractor must make his own
arrangements for connection to the nearest suitable water main and for metering the
water used. He must also provide temporary tanks and meters as required at his own
cost and clear away when no longer required and make good on completion to the entire
satisfaction of the PROJECT MANAGER . The Contractor shall pay all charges in
connection herewith. No guarantee is given or implied that sufficient water will be
available from mains and the Contractor must make his own arrangements for
augmenting this supply at his own cost. Nominated Sub--contractors are to be made
liable for the cost of any water or electric current used and for any installation provided
especially for their own use.
5,200,000.00
B SANITATION OF THE WORKS
The Sanitation of the works shall be arranged and maintained by the Contractor to the
satisfaction of the Government and/or Local Authorities, Labour Department and the
PROJECT MANAGER
500,000.00
C SUPERVISION AND WORKING HOURS
The works shall be executed under the direction and to the entire satisfaction in all
respects of the PROJECT MANAGER who shall at all times during normal working
hours have access to the works and to the yards and workshops of the Contractor and
sub-Contractors or other places where work is being prepared for the contract.
D PROTECTION OF THE WORKS.
Provide protection of the whole of the works contained in the Bills of Quantities,
including casing , casing up, covering or such other means as may be necessary to
avoid damage to the satisfaction of the PROJECT MANAGER and remove such
protection when no longer required and make good any damage which may nevertheless
have been done at completion free of cost to the Government.
Total carried to summary 9,200,000.00 GP/10
ITEM DESCRIPTION AMOUNT (Kshs.)
A WORKS TO BE DELIVERED UP CLEAN
Clean and flush all gutters, rainwater and waste pipes, manholes and drains, wash
(except where such treatment might cause damage) and clean all floors, sanitary
fittings, glass inside and outside and any other parts of the works and remove all marks,
blemishes, stains and defects from joinery, fittings and decorated surfaces generally,
polish door furniture and bright parts of metalwork and leave the whole of the
buildings watertight, clean, perfect and fit for occupation to the approval of the
PROJECT MANAGER
B GENERAL SPECIFICATION.
For the full description of materials and workmanship, method of execution of the work
and notes for pricing, the Contractor is referred to the Ministry of Roads and Public
Works and Housing General Specification dated 1976 or any subsequent revision
thereof which is issued as a separate document, and which shall be allowed in all
respects unless it conflicts with the General Preliminaries, Trade Preambles or other
items in these Bills of Quantities.
C TRAINING LEVY
The Contractor's attention is drawn to legal notice No. 237 of October, 1971, which
requires payment by the Contractor of a Training Levy at the rate of 1/4 % of the
Contract sum on all contracts of more than Kshs. 50,000.00 in value.
1,500,000.00
D MATERIALS ON SITE
All materials for incorporation in the works must be stored on or adjacent to the site
before payment is effected unless specifically exempted by the PROJECT MANAGER.
This includes the materials of the Main Contractor, Nominated Sub-Contractors and
Nominated Suppliers.
E HOARDING
The Contractor shall enclose the site or part of the works under construction with a
hoarding 2400 mm high consisting of iron sheets on 100 x 50 mm timber posts firmly
secured at 1800 mm centres with two 75 x 50 mm timber rails for a total length of
approximately three hundred meters. The Contractor is in addition required to take all
precautions necessary for the safe custody of the works, materials, plant, public and
Employer's property on the site.
3,500,000.00
F ALTERATIONS TO BILLS, PRICING, ETC.
Any unauthorised alteration or qualification made to the text of the Bills of Quantities
may cause the Tender to be disqualified and will in any case be ignored. The Contractor
shall be deemed to have made allowance in his prices generally to cover any items
against which no price has been inserted in the priced Bills of Quantities. All items of
measured work shall be priced in detail and the Tenders containing Lump Sums to
cover trades or groups of work must be broken down to show the price of each item
before they will be accepted.
Total carried to summary 5,000,000.00 GP/11
ITEM DESCRIPTION AMOUNT (Kshs.)
A MATERIALS ARISING FROM EXCAVATIONS
Materials of any kind obtained from the excavations shall be the property of the
Government. Unless otherwise provided for in the particular preliminaries. Such
materials shall only be used in the works, in substitution of materials which the
Contractor would otherwise have had to supply with the written permission of the
PROJECT MANAGER Should such permission be given, the Contractor shall make
due allowance for the value of the materials so used at a price to be agreed.
B PREVENTION OF ACCIDENT, DAMAGE OR LOSS
The Contractor is notified that these works are to be carried out on a restricted site
where the client is going on with other normal activities. The Contractor is instructed
to take reasonable care in the execution of the works as to prevent accidents, damage or
loss and disruption of normal activities being carried out by the Client. The Contractor
shall allow in his rates any expense he deems necessary by taking such care within the
site.
C GOVERNMENT ACTS REGARDING WORKPEOPLE ETC.
Allow for complying with all Government Acts, Orders and Regulations in connection
with the employment of Labour and other matters related to the execution of the works.
In particular the Contractor's attention is drawn to the provisions of the Factory Act
1950 and his tender must include for all costs arising or resulting from compliance with
any Act, Order or Regulation relating to Insurances, pensions and holidays for
workpeople or so the safety, health and welfare of the workpeople. The Contractor must
make himself fully acquainted with current Acts and Regulations, including Police
Regulations regarding the movement, housing, security and control of labour, labour
camps , passes for transport, etc. It is most important that the Contractor, before
tendering, shall obtain from the relevant Authority the fullest information regarding all
such regulations and/or restrictions which may affect the information regarding all such
regulations and/or restrictions which may affect the organisation of the works, supply
and control of labour, etc., and allow accordingly in his tender.
No claim in respect of want of knowledge in this connection will be entertained.
D REMOVAL OF RUBBISH ETC.
Removal of rubbish and debris from the Buildings and site as it accumulates and at the
completion of the works and remove all plant, scaffolding and unused materials at
completion.
250,000.00
C BLASTING OPERATIONS
Blasting will only be allowed with the express permission of the PROJECT
MANAGER in writing. All blasting operations shall be carried out at the Contractor's
sole risk and cost in accordance with any Government regulations in force for the time
being, and any special regulations laid down by the PROJECT MANAGER governing
the use and storage of explosives.
D SIGNBOARD
Allow for providing, erecting, maintaining throughout the course of the Contract and
afterwards clearing away a signboard as designed, specified and approved by the
Project Manager.
Total carried to summary 250,000.00 GP/12
ITEM DESCRIPTION AMOUNT (Kshs.)
SUMMARY
Brought Forward From Page GP/1 100,000.00
Brought Forward From Page GP/2 3,000,000.00
Brought Forward From Page GP/3 -
Brought Forward From Page GP/4 -
Brought Forward From Page GP/5 5,000,000.00
Brought Forward From Page GP/6 6,500,000.00
Brought Forward From Page GP/7 7,140,000.00
Brought Forward From Page GP/8 -
Brought Forward From Page GP/9 -
Brought Forward From Page GP/10 9,200,000.00
Brought Forward From Page GP/11 5,000,000.00
Brought Forward From Page GP/12 250,000.00
TOTAL CARRIED TO GRAND SUMMARY 36,190,000.00
GP/13
ADMINISTRATION BLOCK
Proposed SEZA Administration Block
Item Description Qty Unit Rate Amount KSh
ELEMENT NO. 1
SUBSTRUCTURES (ALL PROVISIONAL)
Site Clearance
A Clear site of all shrubs, bushes and small trees and grub up roots, cart away to spoil heaps away from site 1,171 SM 100 117,100.00
Oversite excavation 0.00
B Excavate oversite to remove top soil average 200mm deep and keep on site for later re-use for landscaping 1,171 SM 100 117,100.00
0.00
C Excavating to reduce level in normal soil average depth 150mm starting from stripped level 1,171 SM 100 117,100.00
0.00
Excavation
D Bulk excavation to reduce levels not exceeding 1.50m deep starting from ground level 1,299 CM 400 519,600.00
E Ditto exceeding 1.50m but not exceeding 3.0m deep 1,299 CM 400 519,600.00
F Excavate for lift starting from raft level not exceeding 1.50 meters deep. 66 CM 400 26,496.00
GI Extra over excavation in rock 1,998 CM 900 1,798,362.00
H Return, fill-in and rum selected excavated materials around foundations 465 CM 150 69,750.00
0.00
I Remove and cart away surplus excavated materials. 2,199 CM 550 1,209,450.00
0.00
Disposal of water 0.00
J Keeping all excavations free from all water including spring or running water ITEM 200,000.00
Planking and strutting
K Uphold the sides of all excavations ITEM 200,000.00
Carried to Collection 4,894,558.00
3/1
Proposed SEZA Administration Block
Item Description Qty Unit Rate Amount KSh
Antitermite treatment 0.00
A Premise 200 CC' or other equal and approved anti-termite insecticide treatment with ten years guarantee, applied strictly in accordance with manufacturer's instructions, to tops of fill and foundation walls 866 SM 400 346,400.00
50mm thick mass concrete class Q(1:3:6) in:- 0.00
B Raft foundations 866 SM 550 476,300.00
C Lift base 44 SM 550 24,200.00
D Retaining wall 31 SM 550 17,050.00
E 300mm concrete plinth 23 SM 3,300 75,900.00
Reinforced concrete; class 25/(20mm) mix (1:1.5:3); vibrated 0.00
0.00
F Raft foundations 823 CM 14,000 11,517,800.00
0.00
G Retaining wall 93 CM 14,000 1,302,000.00
0.00
H Foundation columns 25 CM 14,000 346,500.00
I Ground beams 39 CM 14,000 539,280.00
J Lift base 18 CM 14,000 247,296.00
K Lift walls 15 CM 14,000 206,640.00
L 150mm thick bed for ground slab; 176 SM 2,100 369,600.00
M 300mm thick composite suspended slab consisting of 120mm wide solid ribs at 500mm centre to centre,70mm thick
concrete topping ; 1 no. layers of 230mm deep precast hollow concrete blocks including A142 mesh BRC reinforcement
520 SM 4,800 2,496,000.00
Carried to Collection 17,964,966.00
3/2
Proposed SEZA Administration Block
Item Description Qty Unit Rate Amount KSh
Reinforcement 0.00
Bars; high yield steel; cold worked to B.S. 4461 including bends, hooks, tying wire and distance blocks 0.00
A Assorted ribbed bars 167,000 KG 150 25,050,000.00
Sawn formwork to insitu concrete as described to :- 0.00
0.00
B Vertical: sides of raft foundation 153 SM 500 76,475.00
0.00
C Sides; vertical or battering of foundation columns 262 SM 500 130,800.00
0.00
D Sides and soffits of ground beams 449 SM 500 224,700.00
0.00
E Sides of lift walls 148 SM 500 73,800.00
F Edges of ground floor slab; 225 to 300mm wide 158 LM 200 31,600.00
G Soffits of ground slab 696 SM 500 348,000.00
H Sides of retaining wall 930 SM 500 465,000.00
Insitu Finishings 0.00
0.00
I 14mm thick 2No. coatwork cement sand(1:3) render; wood floated to concrete or blockwork base to walls; external 47 SM 400 18,960.00
0.00
Painting and Decorations 0.00
0.00
Prepare and apply three coats bituminous paint to: 0.00
0.00
J Wood floated rendered plinths over 300mm girth 47 SM 300 14,220.00
Tanking
Ruberoid S.B.S. Superflex T-O Polyester based 250 GSM. 35 kg/8 sq. m, nominal thickness 4.0 mm, Mineral surface finish by "Torch on" application by Specialist to give 10 years guarantee
K To vertical sides of retaining wall 465 SM 1,100 511,500.00
0.00
Carried to Collection 26,945,055.00
3/3
Proposed SEZA Administration Block
Item Description Qty Unit Rate Amount KSh
Masonry
200mm thick approved natural stone; local; roughly squared to foundation walling; bedding and jointing in cement sand (1:3) mortar including reinforcing with hoop iron ties every alternate course.
A 200mm thick walling 1,050 SM 1,900 1,995,000.00
Carried to Collection 1,995,000.00
COLLECTION
From page 3/1 4,894,558.00
From page 3/2 17,964,966.00
From page 3/3 26,945,055.00
From above 1,995,000.00
TOTAL FOR SUBSTRUCTURES CARRIED TO
SUMMARY 51,799,579.00
3/4
Proposed SEZA Administration Block
Item Description Qty Unit Rate Amount KSh
ELEMENT NO. 2
REINFORCED CONCRETE FRAMING
Reinforced concrete; class 25/(20mm) mix (1:1.5:3); vibrated 0.00
A 150mm thick suspended slab 176 SM 2,100 369,600.00
B 300mm thick composite suspended slab consisting of 120mm wide solid ribs at 500mm centre to centre,70mm thick concrete topping ; 1 no. layers of 230mm deep precast hollow concrete blocks including A142 mesh BRC reinforcement 520 SM 4,800 2,496,000.00
C Beams 39 CM 14,000 539,280.00
0.00
D Columns 25 CM 14,000 346,500.00
E Lift walls 10 CM 14,000 137,760.00
F Stairs 9 CM 14,000 126,000.00
Reinforcement 0.00
Bars; high yield steel; cold worked to B.S. 4461 including bends, hooks, tying wire and distance blocks 0.00
0.00
G Assorted ribbed bars 27,500 KG 140 3,850,000.00
Sawn formwork to insitu concrete as described to :- 0.00
H To sides and soffits of beams. 449 SM 500 224,700.00
0.00
I Sides of lift walls 98 SM 500 49,200.00
0.00
I Vertical sides of columns 262 SM 500 130,800.00
0.00
J Edges of slab
-150 to 225mm high 155 LM 100 15,500.00
K Slopping soffits of stairs 32 SM 500 16,000.00
L Risers
-150 to 225mm high 84 LM 100 8,400.00
M Edges of stairs
-150 to 225mm high 36 LM 100 3,600.00
N Soffits of suspended slab 696 SM 500 348,000.00
TOTAL FOR RC FRAME CARRIED TO SUMMARY 8,661,340.00
3/5
Proposed SEZA Administration Block
Item Description Qty Unit Rate Amount KSh
0.00
ELEMENT NO. 3 0.00
0.00
WALLING 0.00
Hessian based bituminous felt damp proof course laid on cement and sand (1:4) mortar under:-
A 200mm wide; B.S. 743 Type A bitumen hessian base 150 mm laps (make allowance for laps); horizontal, 1 no. layer, bedded in cement sand (1:3) mortar 290 LM 300 87,000.00
B Ditto 100mm wide 48 LM 150 7,200.00
Precast concrete grade 20(12mm aggregate) including
formwork, finishing fair on all exposed surfaces and hoisting and placing in position, bedding, jointing and pointing in cement and sand (1:3) mortar
C 200 x 200 mm Lintel reinforced with and including two 12mm diameter mild steel rods hooked at ends (in 38No.) 50 LM 800 40,000.00
EXTERNAL WALLING
Approved local stone of the approved colour; squared ; hand dressed one side to Zero joint; bedding, jointing in cement and sand mortar (1:4);including reinforcing with hoop iron in every alternative course
D Walls 200 mm thick 300 SM 1,900 570,000.00
INTERNAL WALLING
Approved local stone of the approved colour; squared ; hand dressed one side to Zero joint; bedding, jointing in cement
and sand mortar (1:4);including reinforcing with hoop iron in every alternative course
E Walls 200 mm thick 250 SM 1,900 475,000.00
F Walls 100 mm thick 144 SM 1,900 273,600.00
G
Extra over horizontal and vertical pointing in 10mm thick rod in cement and sand (1:3) mortar; one coat of bituminous paint.
450 SM 500 225,000
TOTAL FOR WALLING CARRIED TO SUMMARY 1,677,800.00
3/6
Proposed SEZA Administration Block
Item Description Qty Unit Rate Amount KSh
ELEMENT NO. 4
DOORS 0.00
0.00
Panelled doors as B.S 459 part 2
50mm thick mahogany foldable panelled door in 6no. leafs, comprising 150 x 50mm top and bottom rails infilled with 50mm thick solid moulded timber panels in 12 No. per leaf
with moulded beading around panels; edges bevelled and grooved into frames; all framed, clamped and grooved together to Architects details
A Door overall size 4000 x 2700mm 1 NO. 140,000 140,000.00
50mm thick mahogany panelled double door in , comprising
150 x 50mm top and bottom rails infilled with 50mm thick solid moulded 1no. timber panels per leaf with moulded beading around panels; edges bevelled and grooved into frames; all framed, clamped and grooved together to Architects details
B Door overall size 1500 x 2400mm 4 NO. 47,000 188,000.00
C Door overall size 1300 x 2400mm 1 NO. 41,000 41,000.00
D Ditto but single door overall size 900 x 2400mm 16 NO. 28,000 448,000.00
E Ditto but single door overall size 900 x 2100mm 9 NO. 25,000 225,000.00
40mm thick galvanised steel double door, complete with steel framing, with and including louvred vents and all necessary iron mongery to Architects details
F Door overall size 1000 x 2400mm 7 NO. 34,000 238,000.00
Wrot Hardwood framed frames and framings 0.00
0.00
G 150 x 50 mm; 2 No. labours; plugged door frame 158 LM 2,500 395,000.00
0.00
H 40 x 35 mm moulded architrave 158 LM 450 71,100.00
0.00
I 25 x 25mm moulded quadrants 158 LM 200 31,600.00
Carried to Collection 1,777,700.00
3/7
Proposed SEZA Administration Block
Item Description Qty Unit Rate Amount KSh
Iron mongery 0.00
Supply and fix the following to UNION catalogue or other equal and approved 0.00
0.00
To softwood, hardwood or the like fixing with screws 0.00
0.00
A Three lever mortice lock complete with set lever aluminium handle furniture 31 NO. 4,500 139,500.00
B 100x76x3mm Stainless steel hinges 62 PRS 400 24,800.00
C Indicator vacant/engaged bolts 9 NO. 1,600 14,400.00
To concrete or blockwork; fixing with bolts; plugging 0.00
0.00
D Rubber door stop complete with 38 mm rawl bolt 31 NO. 350 10,850.00
Painting and Decorations 0.00
0.00
On wood 0.000.00
Aluminium primer or other equal and approved wood primer before fixing: - 0.00
0.00
E Backs of frame, board, etc over 100mm but not exceeding 200mm girth 158 LM 60 9,480.00
Knot, prime and stop; prepare and apply three coats
polyurethane clear varnish on woodwork 0.00
F General surfaces of timber doors over 300mm girth; external 145 SM 300 43,500.00
0.00
G Frames; over 200mm but not exceeding 300mm girth; internal 158 LM 90 14,220.00
0.00
H Frames; not exceeding 100mm girth, 316 LM 90 28,440.00
On Metal work -
-
Prepare and apply three coats of premium quality super gloss oil paint as approved to: - -
-
I General door surfaces 34 SM 300 10,200.00
Carried to collection 295,390.00
3/8
Proposed SEZA Administration Block
Item Description Qty Unit Rate Amount KSh
COLLECTION
From page 3/7 1,777,700.00
From page 3/8 295,390.00
TOTAL FOR DOORS CARRIED TO SUMMARY 2,073,090.00
3/9
Proposed SEZA Administration Block
Item Description Qty Unit Rate Amount KSh
ELEMENT NO. 5
WINDOWS
Bull-nosed burnt clay, finishing fair on all exposed surfaces and hoisting and placing in position, bedding, jointing and pointing in pigmented cement and sand (1:3) mortar 0.00
A 150 x 25mm thick clay window sill 61 LM 400 24,400.00
0.00
Wrot Mahogany 0.00
0.00
B 150 x 25 mm thick window boards including bull-nosed edges and 25 x 25 mm bearer; plugged, counter sinking and flush pelleting. 61 LM 1,200 73,200.00
0.00
ALUMINIUM WINDOWS 0.00
PURPOSE - MADE UNITS 0.00
Supply, assemble and fix the following purpose-made natural powder coated aluminium framed windows to B.S. 3987, 1984
to Booth Standard extruded profiles, or equal and approved complete with 6mm thick laminated sheet glass & all necessary ironmongery and fixtures. All windows to have permanent vents.
0.00
Aluminium; for glazing with putty, lugs to two jambs, cutting and pinning to concrete or blockwork, fixing to head and sill
with screws; plugging 0.00
0.00
C Window, overall size 1000 X 2400mm high 3 NO 31,200 93,600.00
D Window, overall size 1200 X 1100mm high 1 NO 17,160 17,160.00
E Window, overall size 1200 X 1700mm high 3 NO 26,520 79,560.00
F Window, overall size 1200 X 3000mm high 1 NO 46,800 46,800.00
G Window, overall size 1800 X 1700mm high 12 NO 39,780 477,360.00
H Window, overall size 1800 X 2100mm high 12 NO 49,140 589,680.00
I Window, overall size 2400 X 1100mm high 4 NO 34,320 137,280.00
Carried to collection 1,539,040.00
3/10
Proposed SEZA Administration Block
Item Description Qty Unit Rate Amount KSh
Grills -
High tensile steel burglar proof bars at 300mm cross centres horizontal and vertical; ends lugged in masonry. -
A 12mm diameter bars welded and ground smooth to approval.
115 SM 2500 287,500.00
Painting and Decorations -
-
On Metal work -
-
Prepare and apply three coats of premium quality super gloss oil paint as approved to: - -
-
-
B Surfaces of metal over 300mm girth (burglar proofing grills) 115 SM 300 34,500.00
On wood 0.00
0.00
Aluminium primer or other equal and approved wood
primer before fixing: -
C Backs of frame, board, etc over 200mm but not exceeding
300mm girth 61 LM 40 2,440.00
Prepare and apply three coats polyurethane clear varnish on
woodwork internally
D Frames; 200 to 300mm girth 61 LM 90 5,490.00
E Frames not exceeding 100mm girth; internal 61 LM 30 1,830.00
Carried to collection 331,760.00
COLLECTION
From page 3/10 1,539,040.00
From above 331,760.00
TOTAL FOR WINDOWS CARRIED TO SUMMARY 1,870,800.00
3/11
Proposed SEZA Administration Block
Item Description Qty Unit Rate Amount KSh
ELEMENT NO. 6 0.00
0.00
FINISHES
Wall finishes
Insitu finishes
Render; 18mm thick, 1 No. coatwork of cement and sand (1:3); wood floated to concrete or blockwork base generally to: -
A Walls, beams and columns; external 655 SM 350 229,250.00
-
Plaster; 18mm thick, 2 No. coatwork, 15mm first coat of cement sand (1:3); 3mm second coat of cement and lime putty (1:9); steel trowelled to concrete or blockwork base generally to: -
-
-
B Walls, beams and columns; internal 1455 SM 350 509,250.00
-
Tile, Slab or Block Finishings -
-
Approved 600x300mm ceramic tiles to B.S. 1281; local; white glazed wall tiles to regular or approved other pattern; bedding and jointing in cement sand (1:4) mortar, grouting with white cement
-
-
C 6mm thick; butt joints straight both ways; to cement sand base (m/s) to walls internal
350 SM 1800 630,000.00
-
D Plastic edging 166 LM 250 41,500.00
-
Beds or Backings -
-
Render; cement and sand (1:3) -
-
E 14mm thick one coat backings; wood floated to receive ceramic tiles (m/s) to concrete or blockwork base; to walls internal 350 SM 350 122,500.00
Carried to collection 1,532,500.00
3/12
Proposed SEZA Administration Block
Item Description Qty Unit Rate Amount KSh
Painting & Decoration
Prepare and apply three coats of premium quality weather guard paint as approved to:-
A Walls; external 655 SM 300 196,500.00
-
Prepare and apply three coats of premium quality silk vinyl emulsion paint as approved to:- -
-
B Walls; internal 1,455 SM 300 436,500.00
-
Floor finishes -
-
Tile, Slab or Block Finishings-
-
Approved 600x300mm granito tiles to B.S. 1281; local; white glazed wall tiles to regular or approved other pattern; bedding and jointing in cement sand (1:4) mortar, grouting
with white cement-
-
C 25 mm thick; butt joints straight both ways; to cement sand base (m/s) to floor 667 SM 3000 2,001,000.00
-
Approved 400x400mm non slip ceramic tiles to B.S. 1281; local; white glazed wall tiles to regular or approved other
pattern; bedding and jointing in cement sand (1:4) mortar, grouting with white cement -
-
D 6mm thick; butt joints straight both ways; to cement sand base (m/s) to floor 70 SM 1800 126,000.00
-
Beds or Backings-
-
Render; cement and sand (1:3) -
-
E 40mm thick backings; wood floated to receive ceramic tiles
(m/s) ; to floor737 SM 350 257,950.00
-
Carried to collection 3,017,950.00
3/13
Proposed SEZA Administration Block
Item Description Qty Unit Rate Amount KSh
A Skirtings;100mm High with round with coved junction with floor finish 470 LM 150 70,500.00
-
Ceiling finishes -
-
Suspended accoustic ceiling as "Hunter-Douglas" or any
other equal and approved suspended miniaboard Accoustic ceiling including all the necessary aluminium suspended framing and branderings, panels suspension hangers, flush jointing and trap doors. -
-
B 600 x 600mm ; 9mm thick Horizontal Ceiling Lining696 SM 2000 1,392,000.00
-
Render; 18mm thick, 1 No. coatwork of cement and sand (1:3); wood floated to concrete or blockwork base generally to: - -
-
C Slab soffits 696 SM 350 243,600.00
-
Prepare and apply three coats of premium quality matt emulsion paint as approved to:-
-
-
D Slab soffits 696 SM 350 243,600.00
-
Lift wall finishes -
-
Tile, Slab or Block Finishings -
-
Approved granito tiles to B.S. 1281; local; white glazed wall tiles to regular or approved other pattern; bedding and
jointing in cement sand (1:4) mortar, grouting with white cement
-
-
E 25mm thick; butt joints straight both ways; to cement sand base (m/s) to walls internal 36 SM 3000 108,000.00
-
F Plastic edging 12 LM 250 3,000.00
-
-
Carried to collection 2,060,700.00
3/14
Proposed SEZA Administration Block
Item Description Qty Unit Rate Amount KSh
Beds or Backings -
-
Render; cement and sand (1:3)
F 40mm thick backings; wood floated to receive ceramic tiles (m/s) ; to floor
36 SM 350 12,600.00
Carried to collection 12,600.00
COLLECTION
From page 3/12 1,532,500.00
From page 3/13 3,017,950.00
From page 3/14 2,060,700.00
From above 12,600.00
TOTAL FOR FINISHES CARRIED TO SUMMARY 6,623,750.00
3/15
Proposed SEZA Administration Block
Item Description Qty Unit Rate Amount KSh
ELEMENT NO. 7
FITTINGS
Vibrated reinforced concrete class 25
Worktop, thickness
A - 75 mm 10 SM 900 9,000.00
0.00
Plain concrete
Plinth, thickness
B - 100 mm 10 SM 1200 12,000.00
Steel mesh fabric reinforcement to B.S 4483 0.00
0.00
C Layer of mesh fabric reinforcement laid in slab or bed (measured nett - no allowance made for laps) Ref. A142 w 10 SM 300 3,000.00
0.00
Formwork 0.00
D Soffits of worktops 10 SM 500 5,000.00
0.00
Edges of worktop & plinths 0.00
E - not exceeding 75 mm high 64 LM 100 6,400.00
0.00
Lime plaster 0.00
0.00
F Plaster to soffits of worktop 10 SM 350 3,500.00
0.00
Prepare and apply three coats matt emulsion paint
according to manufacturer's instructions on, 0.00
0.00
G Plastered soffits 10 SM 400 4,000.00
0.00
Granite tops 0.00
0.00
Worktops, thickness 0.00
H - 20 mm 10 SM 14000 140,000.00
0.00
Fascia, width and thickness 0.00
I - 100 x 20 mm 26 LM 1400 36,400.00
0.00
Sundries
Chase in walling for edge of slab, size
J - 75 x 50 mm 26 LM 50 1,300.00
Carried to collection 220,600.00
3/16
Proposed SEZA Administration Block
Item Description Qty Unit Rate Amount KSh
Joinery fittings
Joinery fittings made of hardwood framing and good quality 18mm thick MDF as supplied by PG BYSON to form sides, divisions, shelving and doors. Fittings complete with all necessary ironmongery and finishing to approval.
Low level kitchen cabinets, overall size
A - 2300 x 800 x 1000mm 2 No. 64400 128,800.00
High level kitchen cabinets, overall size
B - 2300 x 800 x 1000mm 2 No. 64400 128,800.00
Carried to collection 257,600.00
COLLECTION
From page 3/16 220,600.00
From above 257,600.00
TOTAL FOR FITTINGS CARRIED TO SUMMARY 478,200.00
3/17
Proposed SEZA Administration Block
Item Description Qty Unit Rate Amount KSh
ELEMENT NO. 8
BALUSTRADING & RAILINGS
Balustrading and railings comprising of stainless steel circular
handrail 75mm diameter fixed to 50mm balusters at 1000mm
spacing, balusters bolted to concrete plinths or beds and 25mm mid-
rails fixed to balusters at 200mm, overall height
A - 900mm 36 LM 9000 324,000.00
TOTAL FOR BALUSTRADING & RAILINGS CARRIED
TO SUMMARY 324,000.00
3/18
Proposed SEZA Administration Block
Item Description Qty Unit Rate Amount KSh
ELEMENT NO. 9
PARTITION WORKS
Supply, assemble and fix the following aluminium partition in accordance with architects drawing
Powder coated aluminium partitions(colour to approval) of
vertical frames size 100x50mm at 1500mm centre to centre divided into two parts comprising of bottom 2700mm high 6 mm glass glazing complete with accessories fixed with aluminium beading size 15 x 10 mm to aluminium frames with silicon joints and 300 mm high louvred vents to top of partition ,partition overall height
A -3000mm 90 SM 13,000 1,170,000.00
Aluminium doors
Powder coated aluminium doors (colour to approval) of 1.2mm thick sections, frame size 100 x 50mm, door comprising of 6 mm thick glazing fixed with aluminium
beading size 15x10mm to aluminium frames with silicon joints, including approved ironmongery and accessories.
B Ditto but single door, size 900 x 2400 mm high 3 No. 28080 84,240.00
C Decorative film as Illumar or other equal approved fixed to partitions 123 SM 1500 184,500.00
-
Supply, assemble and fix the following frameless glass partitions. -
D 12mm Thick Toughened frameless glass partitions completewith approved fixing accessories and strictly in accordancewith Architect's drawings
33 SM 19000 627,000.00
-
E 50 x 30mm Aluminium track powder coated to Approval ascapping at the top
11 LM 1600 17,600.00
-
Carried to collection 2,083,340.00
3/19
Proposed SEZA Administration Block
Item Description Qty Unit Rate Amount KSh
A 40 x 30mm Aluminium track powder coated to Approval ascapping at the bottom
11 LM 1600 17,600.00
Frameless glass door; pivoted double swing; 10mm toughened safety glass with smooth edges as specified; fixed with and including heavy duty stainless steel floor spring
with matching polished patch fittings and top nook; with 32mm diameter holes for door handles, locks and all other specified iron mongery to Architects approval
B Door overall size 900 x 2400mm 1 NO. 54,000 54,000.00
C Door overall size 1800 x 2550mm 1 NO. 90,000 90,000.00
Reinforced concrete; class 20/(20mm) mix (1:1.5:3); vibrated 0.00
A 150mm thick suspended slab 176 SM 2,100 369,600.00
B 300mm thick composite suspended slab consisting of 120mm wide solid ribs at 500mm centre to centre,70mm thick concrete topping ; 1 no. layers of 230mm deep precast hollow concrete blocks including A142 mesh BRC reinforcement 488 SM 4,800 2,342,400.00
C Beams 41 CM 14,000 577,920.00
0.00
D Columns 25 CM 14,000 346,500.00
E Lift walls 10 CM 14,000 137,760.00
F Stairs 9 CM 14,000 126,000.00
Reinforcement 0.00
Bars; high yield steel; cold worked to B.S. 4461 including bends, hooks, tying wire and distance blocks 0.00
0.00
G Assorted ribbed bars 27,000 KG 140 3,780,000.00
Sawn formwork to insitu concrete as described to :- 0.00
H To sides and soffits of beams. 482 SM 500 240,800.00
0.00
I Sides of lift walls 98 SM 500 49,200.00
0.00
J Vertical sides of columns 262 SM 500 130,800.00
0.00
K Edges of slab
-150 to 225mm high 155 LM 100 15,500.00
L Slopping soffits of stairs 32 SM 500 16,000.00
M Risers
-150 to 225mm high 84 LM 100 8,400.00
N Edges of stairs
-150 to 225mm high 36 LM 100 3,600.00
O Soffits of suspended slab 664 SM 500 332,000.00
TOTAL FOR RC FRAME CARRIED TO SUMMARY 8,476,480.00
4/1
Proposed SEZA Administration Block
Item Description Qty Unit Rate Amount KSh
0.00
ELEMENT NO. 2 0.00
0.00
WALLING 0.00
Precast concrete grade 20(12mm aggregate) including formwork, finishing fair on all exposed surfaces and hoisting and placing in position, bedding, jointing and pointing in cement and sand (1:3) mortar
A 200 x 200 mm Lintel reinforced with and including two 12mm diameter mild steel rods hooked at ends (in 30No.) 45 LM 800 36,000.00
EXTERNAL WALLING
Approved local stone of the approved colour; squared ; hand dressed one side to Zero joint; bedding, jointing in cement and sand mortar (1:4);including reinforcing with hoop iron in every alternative course
B Walls 200 mm thick 271 SM 1,900 514,900.00
INTERNAL WALLING
Approved local stone of the approved colour; squared ; hand dressed one side to Zero joint; bedding, jointing in cement and sand mortar (1:4);including reinforcing with hoop iron in every alternative course
C Walls 200 mm thick 161 SM 1,900 305,900.00
D Walls 100 mm thick 144 SM 1,900 273,600.00
EExtra over horizontal and vertical pointing in 10mm thick rod in cement and sand (1:3) mortar; one coat of bituminous paint.
450 SM 500 225,000
TOTAL FOR WALLING CARRIED TO SUMMARY 1,355,400.00
4/2
Proposed SEZA Administration Block
Item Description Qty Unit Rate Amount KSh
ELEMENT NO. 3
DOORS 0.00
0.00
Panelled doors as B.S 459 part 2
50mm thick mahogany panelled double door in , comprising
150 x 50mm top and bottom rails infilled with 50mm thick solid moulded 1no. timber panels per leaf with moulded beading around panels; edges bevelled and grooved into frames; all framed, clamped and grooved together to Architects details
A Door overall size 1300 x 2400mm 2 NO. 41,000 82,000.00
B Ditto but single door overall size 900 x 2400mm 12 NO. 28,000 336,000.00
C Ditto but single door overall size 900 x 2100mm 9 NO. 25,000 225,000.00
40mm thick galvanised steel double door, complete with steel
framing, with and including louvred vents and all necessary iron mongery to Architects details
D Door overall size 1000 x 2400mm 7 NO. 34,000 238,000.00
Wrot Hardwood framed frames and framings 0.00
0.00
E 150 x 50 mm; 2 No. labours; plugged door frame 125 LM 2,500 312,500.00
0.00
F 40 x 35 mm moulded architrave 125 LM 450 56,250.00
0.00
G 25 x 25mm moulded quadrants 125 LM 200 25,000.00
0.00
Carried to Collection 1,274,750.00
4/3
Proposed SEZA Administration Block
Item Description Qty Unit Rate Amount KSh
Iron mongery 0.00
Supply and fix the following to UNION catalogue or other equal and approved 0.00
0.00
To softwood, hardwood or the like fixing with screws 0.00
0.00
A Three lever mortice lock complete with set lever aluminium handle furniture 23 NO. 4,500 103,500.00
B 100x76x3mm Stainless steel hinges 38 PRS 400 15,200.00
C Indicator vacant/engaged bolts 9 NO. 1,600 14,400.00
To concrete or blockwork; fixing with bolts; plugging 0.00
0.00
D Rubber door stop complete with 38 mm rawl bolt 23 NO. 350 8,050.00
Painting and Decorations 0.00
0.00
On wood 0.000.00
Aluminium primer or other equal and approved wood primer before fixing: - 0.00
0.00
E Backs of frame, board, etc over 100mm but not exceeding 200mm girth 125 LM 60 7,500.00
Knot, prime and stop; prepare and apply three coats
polyurethane clear varnish on woodwork 0.00
F General surfaces of timber doors over 300mm girth; external 105 SM 300 31,500.00
0.00
G Frames; over 200mm but not exceeding 300mm girth; internal 125 LM 90 11,250.00
0.00
H Frames; not exceeding 100mm girth, 250 LM 90 22,500.00
On Metal work -
-
Prepare and apply three coats of premium quality super gloss oil paint as approved to: - -
-
I General door surfaces 35 SM 300 10,500.00
Carried to collection 224,400.00
4/4
Proposed SEZA Administration Block
Item Description Qty Unit Rate Amount KSh
COLLECTION
From page 4/3 1,274,750.00
From page 4/4 224,400.00
TOTAL FOR DOORS CARRIED TO SUMMARY 1,499,150.00
4/5
Proposed SEZA Administration Block
Item Description Qty Unit Rate Amount KSh
ELEMENT NO. 4
WINDOWS
Curtain wall system ConWall TM CW 60 as supplied by an approved manufacturer and bolted to Reinforced Concrete beams with the following specifications: 200mm x 75mm x 2mm thick powder coated mullions and transomes with
moment of inertia adequate for the structural requirement to the facade taking cognisance of wind load, span and building height. Deflection to be limited to 1/175 of span. Colour as per architects specifications; Dry glazing with EDPM gaskets for fixed glass; structurally glazed vents with visible frame to outside with friction stay opening devices or manufacturers recommended equivalent stay system. Powder coated
aluminium fixing brackets; Provision for expansion/contraction; System should be weather tight; each glass pane should be ventilated via the 4No. corners; system should have integral pressure equalization with condensation and drainage provision; fire barrier provision in between each floor: Glass 12mm thick toughened and tinted solar glass unless otherwise specified; pressed aluminum powder coated cills
under all windows
A Curtain walling with 12mm thick, toughened, tinted solar receptive framed one way glazing on aluminium framework (200mm x 75mm x 3mm thick) bolted to RC beams 136 SM 18,000 2,448,000.00
Bull-nosed burnt clay, finishing fair on all exposed surfaces and
hoisting and placing in position, bedding, jointing and pointing in pigmented cement and sand (1:3) mortar 0.00
B 150 x 25mm thick clay window sill 63 LM 400 25,200.00
0.00
Wrot Mahogany 0.00
0.00
C 150 x 25 mm thick window boards including bull-nosed edges and 25 x 25 mm bearer; plugged, counter sinking and flush pelleting. 63 LM 1,200 75,600.00
0.00
Carried to collection 2,548,800.00
4/6
Proposed SEZA Administration Block
Item Description Qty Unit Rate Amount KSh
ALUMINIUM WINDOWS 0.00
PURPOSE - MADE UNITS 0.00
Supply, assemble and fix the following purpose-made natural powder coated aluminium framed windows to B.S. 3987, 1984 to Booth Standard extruded profiles, or equal and approved complete with 6mm thick laminated sheet glass & all necessary
ironmongery and fixtures. All windows to have permanent vents.
0.00
Aluminium; for glazing with putty, lugs to two jambs, cutting and pinning to concrete or blockwork, fixing to head and sill with screws; plugging 0.00
0.00
A Window, overall size 1000 X 2400mm high 3 NO 31,200 93,600.00
B Window, overall size 1200 X 1100mm high 1 NO 17,160 17,160.00
C Window, overall size 1200 X 1700mm high 3 NO 26,520 79,560.00
D Window, overall size 1200 X 3000mm high 2 NO 46,800 93,600.00
E Window, overall size 1800 X 2100mm high 24 NO 49,140 1,179,360.00
F Window, overall size 2400 X 1100mm high 4 NO 34,320 137,280.00
Grills -
High tensile steel burglar proof bars at 300mm cross centres horizontal and vertical; ends lugged in masonry. -
G 12mm diameter bars welded and ground smooth to approval. 124 SM 2500 310,000.00
Painting and Decorations -
-
On Metal work -
-
Prepare and apply three coats of premium quality super gloss oil paint as approved to: - -
-
H Surfaces of metal over 300mm girth (burglar proofing grills) 124 SM 300 37,200.00
Carried to collection 1,947,760.00
4/7
Proposed SEZA Administration Block
Item Description Qty Unit Rate Amount KSh
On wood 0.00
0.00
Aluminium primer or other equal and approved wood primer
before fixing: -
A Backs of frame, board, etc over 200mm but not exceeding
300mm girth 63 LM 40 2,520.00
Prepare and apply three coats polyurethane clear varnish on
woodwork internally
B Frames; 200 to 300mm girth 63 LM 90 5,670.00
C Frames not exceeding 100mm girth; internal 63 LM 30 1,890.00
Carried to collection 10,080.00
COLLECTION
From page 4/6 2,548,800.00
From page 4/7 1,947,760.00
From above 10,080.00
TOTAL FOR WINDOWS CARRIED TO SUMMARY 4,506,640.00
4/8
Proposed SEZA Administration Block
Item Description Qty Unit Rate Amount KSh
ELEMENT NO. 5 0.00
0.00
FINISHES
Wall finishes
Insitu finishes
Render; 18mm thick, 1 No. coatwork of cement and sand (1:3); wood floated to concrete or blockwork base generally to: -
A Walls, beams and columns; external 646 SM 350 226,100.00
-
Plaster; 18mm thick, 2 No. coatwork, 15mm first coat of cement sand (1:3); 3mm second coat of cement and lime putty (1:9); steel trowelled to concrete or blockwork base generally to: -
-
-
B Walls, beams and columns; internal 1346 SM 350 471,100.00
-
Tile, Slab or Block Finishings -
-
Approved 600x300mm ceramic tiles to B.S. 1281; local; white glazed wall tiles to regular or approved other pattern; bedding and jointing in cement sand (1:4) mortar, grouting with white cement
-
-
C 6mm thick; butt joints straight both ways; to cement sand base (m/s) to walls internal
350 SM 1800 630,000.00
-
D Plastic edging 166 LM 250 41,500.00
-
Beds or Backings -
-
Render; cement and sand (1:3) -
-
E 14mm thick one coat backings; wood floated to receive ceramic tiles (m/s) to concrete or blockwork base; to walls internal
350 SM 350 122,500.00
Carried to collection 1,491,200.00
4/9
Proposed SEZA Administration Block
Item Description Qty Unit Rate Amount KSh
Painting & Decoration
Prepare and apply three coats of premium quality weather guard paint as approved to:-
A Walls; external 646 SM 300 193,800.00
-
Prepare and apply three coats of premium quality silk vinyl emulsion paint as approved to:- -
-
B Walls; internal 1,346 SM 300 403,800.00
-
Floor finishes -
-
Tile, Slab or Block Finishings-
-
Approved 600x300mm granito tiles to B.S. 1281; local; white glazed wall tiles to regular or approved other pattern; bedding and jointing in cement sand (1:4) mortar, grouting with white
cement-
-
C 25 mm thick; butt joints straight both ways; to cement sand base (m/s) to floor 667 SM 3000 2,001,000.00
-
Approved 400x400mm non slip ceramic tiles to B.S. 1281; local; white glazed wall tiles to regular or approved other pattern;
bedding and jointing in cement sand (1:4) mortar, grouting with white cement -
-
D 6mm thick; butt joints straight both ways; to cement sand base (m/s) to floor 70 SM 1800 126,000.00
-
Beds or Backings-
-
Render; cement and sand (1:3) -
-
E 40mm thick backings; wood floated to receive ceramic tiles
(m/s) ; to floor737 SM 350 257,950.00
-
Carried to collection 2,982,550.00
4/10
Proposed SEZA Administration Block
Item Description Qty Unit Rate Amount KSh
A Skirtings;100mm High with round with coved junction with floor finish 345 LM 150 51,750.00
-
Ceiling finishes -
-
Suspended accoustic ceiling as "Hunter-Douglas" or any other
equal and approved suspended miniaboard Accoustic ceiling including all the necessary aluminium suspended framing and branderings, panels suspension hangers, flush jointing and trap doors. -
-
B 600 x 600mm ; 9mm thick Horizontal Ceiling Lining664 SM 2000 1,328,000.00
-
Render; 18mm thick, 1 No. coatwork of cement and sand (1:3); wood floated to concrete or blockwork base generally to: -
-
-
C Slab soffits 664 SM 350 232,400.00
-
Prepare and apply three coats of premium quality matt emulsion paint as approved to:-
-
-
D Slab soffits 664 SM 350 232,400.00
-
Lift wall finishes -
-
Tile, Slab or Block Finishings -
-
Approved granito tiles to B.S. 1281; local; white glazed wall tiles to regular or approved other pattern; bedding and jointing
in cement sand (1:4) mortar, grouting with white cement -
-
E 25mm thick; butt joints straight both ways; to cement sand base (m/s) to walls internal 36 SM 3000 108,000.00
-
F Plastic edging 12 LM 250 3,000.00
-
-
-
Carried to collection 1,955,550.00
4/11
Proposed SEZA Administration Block
Item Description Qty Unit Rate Amount KSh
Beds or Backings -
-
Render; cement and sand (1:3)
A 40mm thick backings; wood floated to receive ceramic tiles (m/s) ; to floor
36 SM 350 12,600.00
Alucobond Cladding
B
Alucobond fixed with 2mm joints with concealed fasteners, all joints bonded with suitable adhesive & watertight silicone panels fixed to aluminium or stainless steel structure with anchor brackets, at external surface to be as factory finished with fluoropolymer coating 118 SM 10000 1,180,000.00
Carried to collection 1,192,600.00
COLLECTION
From page 4/9 1,491,200.00
From page 4/10 2,982,550.00
From page 4/11 1,955,550.00
From above 1,192,600.00
TOTAL FOR FINISHES CARRIED TO SUMMARY 7,621,900.00
4/12
Proposed SEZA Administration Block
Item Description Qty Unit Rate Amount KSh
ELEMENT NO. 6
FITTINGS
Vibrated reinforced concrete class 25
Worktop, thickness
A - 75 mm 10 SM 900 9,000.00
0.00
Plain concrete
Plinth, thickness
B - 100 mm 10 SM 1200 12,000.00
Steel mesh fabric reinforcement to B.S 4483 0.00
0.00
C Layer of mesh fabric reinforcement laid in slab or bed (measured nett - no allowance made for laps) Ref. A142 w 10 SM 300 3,000.00
0.00
Formwork 0.00
D Soffits of worktops 10 SM 500 5,000.00
0.00
Edges of worktop & plinths 0.00
E - not exceeding 75 mm high 64 LM 100 6,400.00
0.00
Lime plaster 0.00
0.00
F Plaster to soffits of worktop 10 SM 350 3,500.00
0.00
Prepare and apply three coats matt emulsion paint according
to manufacturer's instructions on, 0.00
0.00
G Plastered soffits 10 SM 400 4,000.00
0.00
Granite tops 0.00
0.00
Worktops, thickness 0.00
H - 20 mm 10 SM 14000 140,000.00
0.00
Fascia, width and thickness 0.00
I - 100 x 20 mm 26 LM 1400 36,400.00
0.00
Sundries
Chase in walling for edge of slab, size
J - 75 x 50 mm 26 LM 50 1,300.00
0.00
Carried to collection 220,600.00
4/13
Proposed SEZA Administration Block
Item Description Qty Unit Rate Amount KSh
Joinery fittings
Joinery fittings made of hardwood framing and good quality 18mm thick MDF as supplied by PG BYSON to form sides, divisions, shelving and doors. Fittings complete with all necessary ironmongery and finishing to approval.
Low level kitchen cabinets, overall size
A - 2300 x 800 x 1000mm 2 No. 64400 128,800.00
High level kitchen cabinets, overall size
B - 2300 x 800 x 1000mm 2 No. 64400 128,800.00
Carried to collection 257,600.00
COLLECTION
From page 4/13 220,600.00
From above 257,600.00
TOTAL FOR FITTINGS CARRIED TO SUMMARY 478,200.00
4/14
Proposed SEZA Administration Block
Item Description Qty Unit Rate Amount KSh
ELEMENT NO. 7
BALUSTRADING & RAILINGS
Balustrading and railings comprising of stainless steel circular handrail 75mm diameter fixed to 50mm balusters at 1000mm spacing, balusters bolted to concrete plinths or beds and 25mm
mid-rails fixed to balusters at 200mm, overall height
A - 900mm 36 LM 9000 324,000.00
TOTAL FOR BALUSTRADING & RAILINGS CARRIED TO
SUMMARY 324,000.00
4/15
Proposed SEZA Administration Block
Item Description Qty Unit Rate Amount KSh
ELEMENT NO. 8
PARTITION WORKS
Supply, assemble and fix the following aluminium partition in accordance with architects drawing
Powder coated aluminium partitions(colour to approval) of vertical frames size 100x50mm at 1500mm centre to centre divided into two parts comprising of bottom 2700mm high 6 mm glass glazing complete with accessories fixed with aluminium beading size 15 x 10 mm to aluminium frames with silicon joints and 300 mm high louvred vents to top of partition ,partition overall height
A -3000mm 463 SM 13,000 6,019,000.00
Aluminium doors
Powder coated aluminium doors (colour to approval) of 1.2mm thick sections, frame size 100 x 50mm, door comprising of 6
mm thick glazing fixed with aluminium beading size 15x10mm to aluminium frames with silicon joints, including approved ironmongery and accessories.
B Door size 900 x 2400 mm high 22 No. 28080 617,760.00
C Decorative film as Illumar or other equal approved fixed to
partitions 463 SM 1500 694,500.00
TOTAL FOR PARTITION WORKS CARRIED TO
SUMMARY 7,331,260.00
4/16
Proposed SEZA Administration Block
Item Description Qty Unit Rate Amount KSh
FIRST FLOOR SUMMARY
ELEMENT NO. TITLE PAGE NO. AMOUNT KSh
1 R.C FRAME 4/1 8,476,480.00
2 WALLING 4/2 1,355,400.00
3 DOORS 4/5 1,499,150.00
4 WINDOWS 4/8 4,506,640.00
5 FINISHES 4/12 7,621,900.00
6 FITTINGS 4/14 478,200.00
7 BALUSTRADING & RAILINGS 4/15 324,000.00
8 PARTITION WORKS 4/16 7,331,260.00
TOTAL FOR BUILDER'S WORK 31,593,030.00
4/17
Proposed SEZA Administration Block
Item Description Qty Unit Rate Amount Kush
ELEMENT NO. 1
REINFORCED CONCRETE FRAMING
Reinforced concrete; class 20/(20mm) mix (1:1.5:3); vibrated 0.00
A 150mm thick suspended slab 176 SM 2,100 369,600.00
B 300mm thick composite suspended slab consisting of 120mm wide solid ribs at 500mm centre to centre,70mm thick concrete topping ; 1 no. layers of 230mm deep precast hollow concrete blocks including A142 mesh BRC reinforcement 488 SM 4,800 2,342,400.00
C Beams 41 CM 14,000 577,920.00
0.00
D Columns 25 CM 14,000 346,500.00
E Lift walls 10 CM 14,000 137,760.00
F Stairs 9 CM 14,000 126,000.00
Reinforcement 0.00
Bars; high yield steel; cold worked to B.S. 4461 including bends, hooks, tying wire and distance blocks 0.00
0.00
G Assorted ribbed bars 27,000 KG 140 3,780,000.00
Sawn formwork to inset concrete as described to :- 0.00
H To sides and soffits of beams. 482 SM 500 240,800.00
0.00
I Sides of lift walls 98 SM 500 49,200.00
0.00
J Vertical sides of columns 262 SM 500 130,800.00
0.00
K Edges of slab
-150 to 225mm high 155 LM 100 15,500.00
L Slopping soffits of stairs 32 SM 500 16,000.00
M Risers
-150 to 225mm high 84 LM 100 8,400.00
N Edges of stairs
-150 to 225mm high 36 LM 100 3,600.00
O Soffits of suspended slab 664 SM 500 332,000.00
TOTAL FOR RC FRAME CARRIED TO SUMMARY 8,476,480.00
5/1
Proposed SEZA Administration Block
Item Description Qty Unit Rate Amount Kush
0.00
ELEMENT NO. 2 0.00
0.00
WALLING 0.00
Precast concrete grade 20(12mm aggregate) including formwork, finishing fair on all exposed surfaces and hoisting and placing in position, bedding, jointing and pointing in cement and sand (1:3) mortar
A 200 x 200 mm Lintel reinforced with and including two 12mm diameter mild steel rods hooked at ends (in 30No.) 45 LM 800 36,000.00
EXTERNAL WALLING
Approved local stone of the approved colour; squared ; hand dressed one side to Zero joint; bedding, jointing in cement and sand mortar (1:4);including reinforcing with hoop iron in every alternative course
B Walls 200 mm thick 271 SM 1,900 514,900.00
INTERNAL WALLING
Approved local stone of the approved colour; squared ; hand dressed one side to Zero joint; bedding, jointing in cement and sand mortar (1:4);including reinforcing with hoop iron in every alternative course
C Walls 200 mm thick 161 SM 1,900 305,900.00
D Walls 100 mm thick 144 SM 1,900 273,600.00
EExtra over horizontal and vertical pointing in 10mm thick rod in cement and sand (1:3) mortar; one coat of bituminous paint.
450 SM 500 225,000
TOTAL FOR WALLING CARRIED TO SUMMARY 1,355,400.00
5/2
Proposed SEZA Administration Block
Item Description Qty Unit Rate Amount Kush
ELEMENT NO. 3
DOORS 0.00
0.00
Panelled doors as B.S 459 part 2
50mm thick mahogany panelled double door in , comprising
150 x 50mm top and bottom rails infilled with 50mm thick solid moulded 1no. timber panels per leaf with moulded beading around panels; edges bevelled and grooved into frames; all framed, clamped and grooved together to Architects details
A Door overall size 1300 x 2400mm 2 NO. 41,000 82,000.00
B Ditto but single door overall size 900 x 2400mm 12 NO. 28,000 336,000.00
C Ditto but single door overall size 900 x 2100mm 9 NO. 25,000 225,000.00
40mm thick galvanised steel double door, complete with steel
framing, with and including louvred vents and all necessary iron mongery to Architects details
D Door overall size 1000 x 2400mm 7 NO. 34,000 238,000.00
Wrot Hardwood framed frames and framings 0.00
0.00
E 150 x 50 mm; 2 No. labours; plugged door frame 125 LM 2,500 312,500.00
0.00
F 40 x 35 mm moulded architrave 125 LM 450 56,250.00
0.00
G 25 x 25mm moulded quadrants 125 LM 200 25,000.00
0.00
Carried to Collection 1,274,750.00
5/3
Proposed SEZA Administration Block
Item Description Qty Unit Rate Amount Kush
Iron mongery 0.00
Supply and fix the following to UNION catalogue or other equal and approved 0.00
0.00
To softwood, hardwood or the like fixing with screws 0.00
0.00
A Three lever mortice lock complete with set lever aluminium handle furniture 23 NO. 4,500 103,500.00
B 100x76x3mm Stainless steel hinges 38 PRS 400 15,200.00
C Indicator vacant/engaged bolts 9 NO. 1,600 14,400.00
To concrete or blockwork; fixing with bolts; plugging 0.00
0.00
D Rubber door stop complete with 38 mm rawl bolt 23 NO. 350 8,050.00
Painting and Decorations 0.00
0.00
On wood 0.000.00
Aluminium primer or other equal and approved wood primer before fixing: - 0.00
0.00
E Backs of frame, board, etc over 100mm but not exceeding 200mm girth 125 LM 60 7,500.00
Knot, prime and stop; prepare and apply three coats
polyurethane clear varnish on woodwork 0.00
F General surfaces of timber doors over 300mm girth; external 105 SM 300 31,500.00
0.00
G Frames; over 200mm but not exceeding 300mm girth; internal 125 LM 90 11,250.00
0.00
H Frames; not exceeding 100mm girth, 250 LM 90 22,500.00
On Metal work -
-
Prepare and apply three coats of premium quality super gloss oil paint as approved to: - -
-
I General door surfaces 35 SM 300 10,500.00
Carried to collection 224,400.00
5/4
Proposed SEZA Administration Block
Item Description Qty Unit Rate Amount Kush
COLLECTION
From page 5/3 1,274,750.00
From page 5/4 224,400.00
TOTAL FOR DOORS CARRIED TO SUMMARY 1,499,150.00
5/5
Proposed SEZA Administration Block
Item Description Qty Unit Rate Amount Kush
ELEMENT NO. 4
WINDOWS
Curtain wall system ConWall TM CW 60 as supplied by an approved manufacturer and bolted to Reinforced Concrete beams with the following specifications: 200mm x 75mm x 2mm thick powder coated mullions and transomes with
moment of inertia adequate for the structural requirement to the facade taking cognisance of wind load, span and building height. Deflection to be limited to 1/175 of span. Colour as per architects specifications; Dry glazing with EDPM gaskets for fixed glass; structurally glazed vents with visible frame to outside with friction stay opening devices or manufacturers recommended equivalent stay system. Powder coated
aluminium fixing brackets; Provision for expansion/contraction; System should be weather tight; each glass pane should be ventilated via the 4No. corners; system should have integral pressure equalization with condensation and drainage provision; fire barrier provision in between each floor: Glass 12mm thick toughened and tinted solar glass unless otherwise specified; pressed aluminum powder coated cills
under all windows
A Curtain walling with 12mm thick, toughened, tinted solar receptive framed one way glazing on aluminium framework (200mm x 75mm x 3mm thick) bolted to RC beams 136 SM 18,000 2,448,000.00
Bull-nosed burnt clay, finishing fair on all exposed surfaces and
hoisting and placing in position, bedding, jointing and pointing in pigmented cement and sand (1:3) mortar 0.00
B 150 x 25mm thick clay window sill 63 LM 400 25,200.00
0.00
Wrot Mahogany 0.00
0.00
C 150 x 25 mm thick window boards including bull-nosed edges and 25 x 25 mm bearer; plugged, counter sinking and flush pelleting. 63 LM 1,200 75,600.00
0.00
Carried to collection 2,548,800.00
5/6
Proposed SEZA Administration Block
Item Description Qty Unit Rate Amount Kush
ALUMINIUM WINDOWS 0.00
PURPOSE - MADE UNITS 0.00
Supply, assemble and fix the following purpose-made natural powder coated aluminium framed windows to B.S. 3987, 1984 to Booth Standard extruded profiles, or equal and approved complete with 6mm thick laminated sheet glass & all necessary
ironmongery and fixtures. All windows to have permanent vents.
0.00
Aluminium; for glazing with putty, lugs to two jambs, cutting and pinning to concrete or blockwork, fixing to head and sill with screws; plugging 0.00
0.00
A Window, overall size 1000 X 2400mm high 3 NO 31,200 93,600.00
B Window, overall size 1200 X 1100mm high 1 NO 17,160 17,160.00
C Window, overall size 1200 X 1700mm high 3 NO 26,520 79,560.00
D Window, overall size 1200 X 3000mm high 2 NO 46,800 93,600.00
E Window, overall size 1800 X 2600mm high 24 NO 60,840 1,460,160.00
F Window, overall size 2400 X 1100mm high 4 NO 34,320 137,280.00
Grills -
High tensile steel burglar proof bars at 300mm cross centres horizontal and vertical; ends lugged in masonry. -
G 12mm diameter bars welded and ground smooth to approval. 144 SM 2500 360,000.00
Painting and Decorations -
-
On Metal work -
-
Prepare and apply three coats of premium quality super gloss oil paint as approved to: - -
-
-
H Surfaces of metal over 300mm girth (burglar proofing grills) 144 SM 300 43,200.00
Carried to collection 2,284,560.00
5/7
Proposed SEZA Administration Block
Item Description Qty Unit Rate Amount Kush
On wood 0.00
0.00
Aluminium primer or other equal and approved wood primer
before fixing: -
A Backs of frame, board, etc over 200mm but not exceeding
300mm girth 63 LM 40 2,520.00
Prepare and apply three coats polyurethane clear varnish on
woodwork internally
B Frames; 200 to 300mm girth 63 LM 90 5,670.00
C Frames not exceeding 100mm girth; internal 63 LM 30 1,890.00
Carried to collection 10,080.00
COLLECTION
From page 5/6 2,548,800.00
From page 5/7 2,284,560.00
From above 10,080.00
TOTAL FOR WINDOWS CARRIED TO SUMMARY 4,843,440.00
5/8
Proposed SEZA Administration Block
Item Description Qty Unit Rate Amount Kush
ELEMENT NO. 5 0.00
0.00
FINISHES
Wall finishes
Insitu finishes
Render; 18mm thick, 1 No. coatwork of cement and sand (1:3); wood floated to concrete or blockwork base generally to: -
A Walls, beams and columns; external 646 SM 350 226,100.00
-
Plaster; 18mm thick, 2 No. coatwork, 15mm first coat of cement sand (1:3); 3mm second coat of cement and lime putty (1:9); steel trowelled to concrete or blockwork base generally to: -
-
-
B Walls, beams and columns; internal 1346 SM 350 471,100.00
-
Tile, Slab or Block Finishings -
-
Approved 600x300mm ceramic tiles to B.S. 1281; local; white glazed wall tiles to regular or approved other pattern; bedding and jointing in cement sand (1:4) mortar, grouting with white cement
-
-
C 6mm thick; butt joints straight both ways; to cement sand base (m/s) to walls internal
350 SM 1800 630,000.00
-
D Plastic edging 166 LM 250 41,500.00
-
Beds or Backings -
-
Render; cement and sand (1:3) -
-
E 14mm thick one coat backings; wood floated to receive ceramic tiles (m/s) to concrete or blockwork base; to walls internal
350 SM 350 122,500.00
Carried to collection 1,491,200.00
5/9
Proposed SEZA Administration Block
Item Description Qty Unit Rate Amount Kush
Painting & Decoration
Prepare and apply three coats of premium quality weather guard paint as approved to:-
A Walls; external 646 SM 300 193,800.00
-
Prepare and apply three coats of premium quality silk vinyl emulsion paint as approved to:- -
-
B Walls; internal 1,346 SM 300 403,800.00
-
Floor finishes -
-
Tile, Slab or Block Finishings-
-
Approved 600x300mm granito tiles to B.S. 1281; local; white glazed wall tiles to regular or approved other pattern; bedding and jointing in cement sand (1:4) mortar, grouting with white
cement-
-
C 25 mm thick; butt joints straight both ways; to cement sand base (m/s) to floor 667 SM 3000 2,001,000.00
-
Approved 400x400mm non slip ceramic tiles to B.S. 1281; local; white glazed wall tiles to regular or approved other pattern;
bedding and jointing in cement sand (1:4) mortar, grouting with white cement -
-
D 6mm thick; butt joints straight both ways; to cement sand base (m/s) to floor 70 SM 1800 126,000.00
-
Beds or Backings-
-
Render; cement and sand (1:3) -
-
E 40mm thick backings; wood floated to receive ceramic tiles
(m/s) ; to floor737 SM 350 257,950.00
-
Carried to collection 2,982,550.00
5/10
Proposed SEZA Administration Block
Item Description Qty Unit Rate Amount Kush
A Skirtings;100mm High with round with coved junction with floor finish 345 LM 150 51,750.00
-
Ceiling finishes -
-
Suspended accoustic ceiling as "Hunter-Douglas" or any other
equal and approved suspended miniaboard Accoustic ceiling including all the necessary aluminium suspended framing and branderings, panels suspension hangers, flush jointing and trap doors. -
-
B 600 x 600mm ; 9mm thick Horizontal Ceiling Lining664 SM 2000 1,328,000.00
-
Render; 18mm thick, 1 No. coatwork of cement and sand (1:3); wood floated to concrete or blockwork base generally to: -
-
-
C Slab soffits 664 SM 350 232,400.00
-
Prepare and apply three coats of premium quality matt emulsion paint as approved to:-
-
-
D Slab soffits 664 SM 350 232,400.00
-
Lift wall finishes -
-
Tile, Slab or Block Finishings -
-
Approved granito tiles to B.S. 1281; local; white glazed wall tiles to regular or approved other pattern; bedding and jointing
in cement sand (1:4) mortar, grouting with white cement -
-
E 25mm thick; butt joints straight both ways; to cement sand base (m/s) to walls internal 36 SM 3000 108,000.00
-
F Plastic edging 12 LM 250 3,000.00
-
-
-
Carried to collection 1,955,550.00
5/11
Proposed SEZA Administration Block
Item Description Qty Unit Rate Amount Kush
Beds or Backings -
-
Render; cement and sand (1:3)
A 40mm thick backings; wood floated to receive ceramic tiles (m/s) ; to floor
36 SM 350 12,600.00
Carried to collection 12,600.00
COLLECTION
From page 5/9 1,491,200.00
From page 5/10 2,982,550.00
From page 5/11 1,955,550.00
From above 12,600.00
TOTAL FOR FINISHES CARRIED TO SUMMARY 6,441,900.00
5/12
Proposed SEZA Administration Block
Item Description Qty Unit Rate Amount Kush
ELEMENT NO. 6
FITTINGS
Vibrated reinforced concrete class 25
Worktop, thickness
A - 75 mm 10 SM 900 9,000.00
0.00
Plain concrete
Plinth, thickness
B - 100 mm 10 SM 1200 12,000.00
Steel mesh fabric reinforcement to B.S 4483 0.00
0.00
C Layer of mesh fabric reinforcement laid in slab or bed (measured nett - no allowance made for laps) Ref. A142 w 10 SM 300 3,000.00
0.00
Formwork 0.00
0.00
D Soffits of worktops 10 SM 500 5,000.00
0.00
Edges of worktop & plinths 0.00
E - not exceeding 75 mm high 64 LM 100 6,400.00
0.00
Lime plaster 0.00
0.00
F Plaster to soffits of worktop 10 SM 350 3,500.00
0.00
Prepare and apply three coats matt emulsion paint according
to manufacturer's instructions on, 0.00
0.00
G Plastered soffits 10 SM 400 4,000.00
0.00
Granite tops 0.00
Worktops, thickness 0.00
H - 20 mm 10 SM 14000 140,000.00
0.00
Fascia, width and thickness 0.00
I - 100 x 20 mm 26 LM 1400 36,400.00
0.00
Sundries
Chase in walling for edge of slab, size
J - 75 x 50 mm 26 LM 50 1,300.00
0.00
Carried to collection 220,600.00
5/13
Proposed SEZA Administration Block
Item Description Qty Unit Rate Amount Kush
Joinery fittings
Joinery fittings made of hardwood framing and good quality 18mm thick MDF as supplied by PG BYSON to form sides, divisions, shelving and doors. Fittings complete with all necessary ironmongery and finishing to approval.
Low level kitchen cabinets, overall size
A - 2300 x 800 x 1000mm 2 No. 64400 128,800.00
High level kitchen cabinets, overall size
B - 2300 x 800 x 1000mm 2 No. 64400 128,800.00
Carried to collection 257,600.00
COLLECTION
From page 5/13 220,600.00
From above 257,600.00
TOTAL FOR FITTINGS CARRIED TO SUMMARY 478,200.00
5/14
Proposed SEZA Administration Block
Item Description Qty Unit Rate Amount Kush
ELEMENT NO. 7
BALUSTRADING & RAILINGS
Balustrading and railings comprising of stainless steel circular
handrail 75mm diameter fixed to 50mm balusters at 1000mm spacing,
balusters bolted to concrete plinths or beds and 25mm mid-rails fixed
to balusters at 200mm, overall height
A - 900mm 36 LM 9000 324,000.00
TOTAL FOR BALUSTRADING & RAILINGS CARRIED TO
SUMMARY 324,000.00
5/15
Proposed SEZA Administration Block
Item Description Qty Unit Rate Amount Kush
ELEMENT NO. 8
PARTITION WORKS
Supply, assemble and fix the following aluminium partition in accordance with architects drawing
Powder coated aluminium partitions(colour to approval) of vertical frames size 100x50mm at 1500mm centre to centre divided into two parts comprising of bottom 2700mm high 6 mm glass glazing complete with accessories fixed with aluminium beading size 15 x 10 mm to aluminium frames with silicon joints and 300 mm high louvred vents to top of partition ,partition overall height
A -3000mm 463 SM 13,000 6,019,000.00
Aluminium doors
Powder coated aluminium doors (colour to approval) of 1.2mm thick sections, frame size 100 x 50mm, door comprising of 6
mm thick glazing fixed with aluminium beading size 15x10mm to aluminium frames with silicon joints, including approved ironmongery and accessories.
B Door size 900 x 2400 mm high 22 No. 28080 617,760.00
C Decorative film as Illumar or other equal approved fixed to
partitions 463 SM 1500 694,500.00
TOTAL FOR PARTITION WORKS CARRIED TO
SUMMARY 7,331,260.00
5/16
Proposed SEZA Administration Block
Item Description Qty Unit Rate Amount Kush
SECOND FLOOR SUMMARY
ELEMENT NO. TITLE PAGE NO. AMOUNT KSh
1 R.C FRAME 5/1 8,476,480.00
2 WALLING 5/2 1,355,400.00
3 DOORS 5/5 1,499,150.00
4 WINDOWS 5/8 4,843,440.00
5 FINISHES 5/12 6,441,900.00
6 FITTINGS 5/14 478,200.00
7 BALUSTRADING & RAILINGS 5/15 324,000.00
8 PARTITION WORKS 5/16 7,331,260.00
TOTAL FOR BUILDER'S WORK 30,749,830.00
5/17
Proposed SEZA Administration Block
Item Description Qty Unit Rate Amount KSh
ELEMENT NO. 1
REINFORCED CONCRETE FRAMING
Reinforced concrete; class 20/(20mm) mix (1:1.5:3); vibrated 0.00
A 150mm thick suspended slab 182 SM 2,100 382,200.00
B 300mm thick composite suspended slab consisting of 120mm wide solid ribs at 500mm centre to centre,70mm thick concrete topping ; 1 no. layers of 230mm deep precast hollow concrete blocks including A142 mesh BRC reinforcement 412 SM 4,800 1,977,600.00
B Beams 31 CM 14,000 436,800.00
0.00
C Columns 25 CM 14,000 346,500.00
D Lift walls 10 CM 14,000 137,760.00
E Stairs 9 CM 14,000 126,000.00
Reinforcement 0.00
Bars; high yield steel; cold worked to B.S. 4461 including bends, hooks, tying wire and distance blocks 0.00
0.00
F Assorted ribbed bars 23,500 KG 140 3,290,000.00
Sawn formwork to insitu concrete as described to :- 0.00
G To sides and soffits of beams. 364 SM 500 182,000.00
0.00
H Sides of lift walls 98 SM 500 49,200.00
0.00
I Vertical sides of columns 262 SM 500 130,800.00
0.00
J Edges of slab
-150 to 225mm high 155 LM 100 15,500.00
K Slopping soffits of stairs 32 SM 500 16,000.00
L Risers
-150 to 225mm high 84 LM 100 8,400.00
M Edges of stairs
-150 to 225mm high 36 LM 100 3,600.00
G Soffits of suspended slab 594 SM 500 297,000.00
TOTAL FOR RC FRAME CARRIED TO SUMMARY 7,399,360.00
6/1
Proposed SEZA Administration Block
Item Description Qty Unit Rate Amount KSh
0.00
ELEMENT NO. 2 0.00
0.00
WALLING 0.00
Precast concrete grade 20(12mm aggregate) including formwork, finishing fair on all exposed surfaces and hoisting and placing in position, bedding, jointing and pointing in cement and sand (1:3) mortar
A 200 x 200 mm Lintel reinforced with and including two 12mm diameter mild steel rods hooked at ends (in 21No.) 25 LM 800 20,000.00
EXTERNAL WALLING
Approved local stone of the approved colour; squared ; hand dressed one side to Zero joint; bedding, jointing in cement and sand mortar (1:4);including reinforcing with hoop iron in every alternative course
B Walls 200 mm thick 156 SM 1,900 296,400.00
INTERNAL WALLING
Approved local stone of the approved colour; squared ; hand dressed one side to Zero joint; bedding, jointing in cement and sand mortar (1:4);including reinforcing with hoop iron in every alternative course
C Walls 200 mm thick 201 SM 1,900 381,900.00
D Walls 100 mm thick 70 SM 1,900 133,000.00
EExtra over horizontal and vertical pointing in 10mm thick rod in cement and sand (1:3) mortar; one coat of bituminous paint.
300 SM 500 150,000
TOTAL FOR WALLING CARRIED TO SUMMARY 981,300.00
6/2
Proposed SEZA Administration Block
Item Description Qty Unit Rate Amount KSh
ELEMENT NO. 3
DOORS 0.00
0.00
Panelled doors as B.S 459 part 2
50mm thick mahogany panelled double door in , comprising
150 x 50mm top and bottom rails infilled with 50mm thick solid moulded 1no. timber panels per leaf with moulded beading around panels; edges bevelled and grooved into frames; all framed, clamped and grooved together to Architects details
A Ditto but single door overall size 900 x 2400mm 12 NO. 28,000 336,000.00
B Ditto but single door overall size 900 x 2100mm 3 NO. 25,000 75,000.00
40mm thick galvanised steel double door, complete with steel framing, with and including louvred vents and all necessary iron mongery to Architects details
C Door overall size 1000 x 2400mm 6 NO. 34,000 204,000.00
Wrot Hardwood framed frames and framings 0.00
0.00
D 150 x 50 mm; 2 No. labours; plugged door frame 96 LM 2,500 240,000.00
0.00
E 40 x 35 mm moulded architrave 96 LM 450 43,200.00
0.00
F 25 x 25mm moulded quadrants 96 LM 200 19,200.00
0.00
Carried to Collection 917,400.00
6/3
Proposed SEZA Administration Block
Item Description Qty Unit Rate Amount KSh
Iron mongery 0.00
Supply and fix the following to UNION catalogue or other equal and approved 0.00
0.00
To softwood, hardwood or the like fixing with screws 0.00
0.00
A Three lever mortice lock complete with set lever aluminium handle furniture 15 NO. 4,500 67,500.00
B 100x76x3mm Stainless steel hinges 24 PRS 400 9,600.00
C Indicator vacant/engaged bolts 3 NO. 1,600 4,800.00
To concrete or blockwork; fixing with bolts; plugging 0.00
0.00
D Rubber door stop complete with 38 mm rawl bolt 15 NO. 350 5,250.00
Painting and Decorations 0.00
0.00
On wood 0.000.00
Aluminium primer or other equal and approved wood primer before fixing: - 0.00
0.00
E Backs of frame, board, etc over 100mm but not exceeding 200mm girth 96 LM 60 5,760.00
Knot, prime and stop; prepare and apply three coats
polyurethane clear varnish on woodwork 0.00
F General surfaces of timber doors over 300mm girth; external 67 SM 300 20,100.00
0.00
G Frames; over 200mm but not exceeding 300mm girth; internal 96 LM 90 8,640.00
0.00
H Frames; not exceeding 100mm girth, 192 LM 90 17,280.00
On Metal work -
-
Prepare and apply three coats of premium quality super gloss oil paint as approved to: - -
-
I General door surfaces 35 SM 300 10,500.00
Carried to collection 149,430.00
6/4
Proposed SEZA Administration Block
Item Description Qty Unit Rate Amount KSh
COLLECTION
From page 6/3 917,400.00
From page 6/4 149,430.00
TOTAL FOR DOORS CARRIED TO SUMMARY 1,066,830.00
6/5
Proposed SEZA Administration Block
Item Description Qty Unit Rate Amount KSh
ELEMENT NO. 4
WINDOWS
Curtain wall system ConWall TM CW 60 as supplied by an approved manufacturer and bolted to Reinforced Concrete beams with the following specifications: 200mm x 75mm x 2mm thick powder coated mullions and transomes with
moment of inertia adequate for the structural requirement to the facade taking cognisance of wind load, span and building height. Deflection to be limited to 1/175 of span. Colour as per architects specifications; Dry glazing with EDPM gaskets for fixed glass; structurally glazed vents with visible frame to outside with friction stay opening devices or manufacturers recommended equivalent stay system. Powder coated
aluminium fixing brackets; Provision for expansion/contraction; System should be weather tight; each glass pane should be ventilated via the 4No. corners; system should have integral pressure equalization with condensation and drainage provision; fire barrier provision in between each floor: Glass 12mm thick toughened and tinted solar glass unless otherwise specified; pressed aluminum powder coated cills
under all windows
A Curtain walling with 12mm thick, toughened, tinted solar receptive framed one way glazing on aluminium framework (200mm x 75mm x 3mm thick) bolted to RC beams 84 SM 18,000 1,512,000.00
Bull-nosed burnt clay, finishing fair on all exposed surfaces and
hoisting and placing in position, bedding, jointing and pointing in pigmented cement and sand (1:3) mortar 0.00
B 150 x 25mm thick clay window sill 37 LM 400 14,800.00
0.00
Wrot Mahogany 0.00
0.00
C 150 x 25 mm thick window boards including bull-nosed edges and 25 x 25 mm bearer; plugged, counter sinking and flush pelleting. 37 LM 1,200 44,400.00
0.00
Carried to collection 1,571,200.00
6/6
Proposed SEZA Administration Block
Item Description Qty Unit Rate Amount KSh
ALUMINIUM WINDOWS 0.00
PURPOSE - MADE UNITS 0.00
Supply, assemble and fix the following purpose-made natural powder coated aluminium framed windows to B.S. 3987, 1984 to Booth Standard extruded profiles, or equal and approved complete with 6mm thick laminated sheet glass & all necessary
ironmongery and fixtures. All windows to have permanent vents.
0.00
Aluminium; for glazing with putty, lugs to two jambs, cutting and pinning to concrete or blockwork, fixing to head and sill with screws; plugging 0.00
0.00
A Window, overall size 1000 X 2400mm high 3 NO 31,200 93,600.00
B Window, overall size 1200 X 1100mm high 1 NO 17,160 17,160.00
C Window, overall size 1200 X 1700mm high 3 NO 26,520 79,560.00
D Window, overall size 1200 X 3000mm high 2 NO 46,800 93,600.00
E Window, overall size 1800 X 1700mm high 12 NO 39,780 477,360.00
F Window, overall size 2400 X 1100mm high 2 NO 34,320 68,640.00
Grills -
High tensile steel burglar proof bars at 300mm cross centres horizontal and vertical; ends lugged in masonry. -
G 12mm diameter bars welded and ground smooth to approval. 64 SM 2500 160,000.00
Painting and Decorations -
-
On Metal work -
-
Prepare and apply three coats of premium quality super gloss oil paint as approved to: - -
-
-
H Surfaces of metal over 300mm girth (burglar proofing grills) 64 SM 300 19,200.00
Carried to collection 1,009,120.00
6/7
Proposed SEZA Administration Block
Item Description Qty Unit Rate Amount KSh
On wood 0.00
0.00
Aluminium primer or other equal and approved wood primer
before fixing: -
A Backs of frame, board, etc over 200mm but not exceeding
300mm girth 37 LM 40 1,480.00
Prepare and apply three coats polyurethane clear varnish on
woodwork internally
B Frames; 200 to 300mm girth 37 LM 90 3,330.00
C Frames not exceeding 100mm girth; internal 37 LM 30 1,110.00
Carried to collection 5,920.00
COLLECTION
From page 6/6 1,571,200.00
From page 6/7 1,009,120.00
From above 5,920.00
TOTAL FOR WINDOWS CARRIED TO SUMMARY 2,586,240.00
6/8
Proposed SEZA Administration Block
Item Description Qty Unit Rate Amount KSh
ELEMENT NO. 5 0.00
0.00
FINISHES
Wall finishes
Insitu finishes
Render; 18mm thick, 1 No. coatwork of cement and sand (1:3); wood floated to concrete or blockwork base generally to: -
A Walls, beams and columns; external 467 SM 350 163,450.00
-
Plaster; 18mm thick, 2 No. coatwork, 15mm first coat of cement sand (1:3); 3mm second coat of cement and lime putty (1:9); steel trowelled to concrete or blockwork base generally to: -
-
-
B Walls, beams and columns; internal 878 SM 350 307,300.00
-
Tile, Slab or Block Finishings -
-
Approved 600x300mm ceramic tiles to B.S. 1281; local; white glazed wall tiles to regular or approved other pattern; bedding and jointing in cement sand (1:4) mortar, grouting with white cement
-
-
C 6mm thick; butt joints straight both ways; to cement sand base (m/s) to walls internal
121 SM 1800 217,800.00
-
D Plastic edging 80 LM 250 20,000.00
-
Beds or Backings -
-
Render; cement and sand (1:3) -
-
E 14mm thick one coat backings; wood floated to receive ceramic tiles (m/s) to concrete or blockwork base; to walls internal
121 SM 350 42,350.00
Carried to collection 750,900.00
6/9
Proposed SEZA Administration Block
Item Description Qty Unit Rate Amount KSh
Painting & Decoration
Prepare and apply three coats of premium quality weather guard paint as approved to:-
A Walls; external 467 SM 300 140,100.00
-
Prepare and apply three coats of premium quality silk vinyl emulsion paint as approved to:- -
-
B Walls; internal 878 SM 300 263,400.00
-
Floor finishes -
-
Tile, Slab or Block Finishings-
-
Approved 600x300mm granito tiles to B.S. 1281; local; white glazed wall tiles to regular or approved other pattern; bedding and jointing in cement sand (1:4) mortar, grouting with white
cement-
-
C 25 mm thick; butt joints straight both ways; to cement sand base (m/s) to floor 590 SM 3000 1,770,000.00
-
Approved 400x400mm non slip ceramic tiles to B.S. 1281; local; white glazed wall tiles to regular or approved other pattern;
bedding and jointing in cement sand (1:4) mortar, grouting with white cement -
-
D 6mm thick; butt joints straight both ways; to cement sand base (m/s) to floor 45 SM 1800 81,000.00
-
Beds or Backings-
-
Render; cement and sand (1:3) -
-
E 40mm thick backings; wood floated to receive ceramic tiles
(m/s) ; to floor635 SM 350 222,250.00
-
Carried to collection 2,476,750.00
6/10
Proposed SEZA Administration Block
Item Description Qty Unit Rate Amount KSh
A Skirtings;100mm High with round with coved junction with floor finish 250 LM 150 37,500.00
-
Ceiling finishes -
-
Suspended accoustic ceiling as "Hunter-Douglas" or any other
equal and approved suspended miniaboard Accoustic ceiling including all the necessary aluminium suspended framing and branderings, panels suspension hangers, flush jointing and trap doors. -
-
B 600 x 600mm ; 9mm thick Horizontal Ceiling Lining594 SM 2000 1,188,000.00
-
Render; 18mm thick, 1 No. coatwork of cement and sand (1:3); wood floated to concrete or blockwork base generally to: -
-
-
C Slab soffits 594 SM 350 207,900.00
-
Prepare and apply three coats of premium quality matt emulsion paint as approved to:-
-
-
D Slab soffits 594 SM 350 207,900.00
-
Lift wall finishes -
-
Tile, Slab or Block Finishings -
-
Approved granito tiles to B.S. 1281; local; white glazed wall tiles to regular or approved other pattern; bedding and jointing
in cement sand (1:4) mortar, grouting with white cement -
-
E 25mm thick; butt joints straight both ways; to cement sand base (m/s) to walls internal 36 SM 3000 108,000.00
-
F Plastic edging 12 LM 250 3,000.00
-
-
Carried to collection 1,752,300.00
6/11
Proposed SEZA Administration Block
Item Description Qty Unit Rate Amount KSh
Beds or Backings -
-
Render; cement and sand (1:3)
A 40mm thick backings; wood floated to receive ceramic tiles (m/s) ; to floor
36 SM 350 12,600.00
Carried to collection 12,600.00
COLLECTION
From page 6/9 750,900.00
From page 6/10 2,476,750.00
From page 6/11 1,752,300.00
From above 12,600.00
TOTAL FOR FINISHES CARRIED TO SUMMARY 4,992,550.00
6/12
Proposed SEZA Administration Block
Item Description Qty Unit Rate Amount KSh
ELEMENT NO. 6
FITTINGS
Vibrated reinforced concrete class 25
Worktop, thickness
A - 75 mm 10 SM 900 9,000.00
0.00
Plain concrete
Plinth, thickness
B - 100 mm 10 SM 1200 12,000.00
Steel mesh fabric reinforcement to B.S 4483 0.00
0.00
C Layer of mesh fabric reinforcement laid in slab or bed (measured nett - no allowance made for laps) Ref. A142 w 10 SM 300 3,000.00
0.00
Formwork 0.00
0.00
D Soffits of worktops 10 SM 500 5,000.00
0.00
Edges of worktop & plinths 0.00
E - not exceeding 75 mm high 64 LM 100 6,400.00
0.00
Lime plaster 0.00
0.00
F Plaster to soffits of worktop 10 SM 350 3,500.00
0.00
Prepare and apply three coats matt emulsion paint according
to manufacturer's instructions on, 0.00
0.00
G Plastered soffits 10 SM 400 4,000.00
0.00
Granite tops 0.00
Worktops, thickness 0.00
H - 20 mm 10 SM 14000 140,000.00
0.00
Fascia, width and thickness 0.00
I - 100 x 20 mm 26 LM 1400 36,400.00
0.00
Sundries
Chase in walling for edge of slab, size
J - 75 x 50 mm 26 LM 50 1,300.00
0.00
Carried to collection 220,600.00
6/13
Proposed SEZA Administration Block
Item Description Qty Unit Rate Amount KSh
Joinery fittings
Joinery fittings made of hardwood framing and good quality 18mm thick MDF as supplied by PG BYSON to form sides, divisions, shelving and doors. Fittings complete with all necessary ironmongery and finishing to approval.
Low level kitchen cabinets, overall size
A - 2300 x 800 x 1000mm 2 No. 64400 128,800.00
High level kitchen cabinets, overall size
B - 2300 x 800 x 1000mm 2 No. 64400 128,800.00
Carried to collection 257,600.00
COLLECTION
From page 6/13 220,600.00
From above 257,600.00
TOTAL FOR FITTINGS CARRIED TO SUMMARY 478,200.00
6/14
Proposed SEZA Administration Block
Item Description Qty Unit Rate Amount KSh
ELEMENT NO. 7
BALUSTRADING & RAILINGS
Balustrading and railings comprising of stainless steel circular
handrail 75mm diameter fixed to 50mm balusters at 1000mm spacing,
balusters bolted to concrete plinths or beds and 25mm mid-rails fixed
to balusters at 200mm, overall height
A - 900mm 36 LM 9000 324,000.00
TOTAL FOR BALUSTRADING & RAILINGS CARRIED TO
SUMMARY 324,000.00
6/15
Proposed SEZA Administration Block
Item Description Qty Unit Rate Amount KSh
ELEMENT NO. 8
PARTITION WORKS
Supply, assemble and fix the following aluminium partition in accordance with architects drawing
Powder coated aluminium partitions(colour to approval) of vertical frames size 100x50mm at 1500mm centre to centre divided into two parts comprising of bottom 2700mm high 6 mm glass glazing complete with accessories fixed with aluminium beading size 15 x 10 mm to aluminium frames with silicon joints and 300 mm high louvred vents to top of partition ,partition overall height
A -3000mm 212 SM 13,000 2,756,000.00
Aluminium doors
Powder coated aluminium doors (colour to approval) of 1.2mm thick sections, frame size 100 x 50mm, door comprising of 6
mm thick glazing fixed with aluminium beading size 15x10mm to aluminium frames with silicon joints, including approved ironmongery and accessories.
B Door size 900 x 2400 mm high 11 No. 28080 308,880.00
C Door size 1500 x 2400 mm high 1 No. 46800 46,800.00
D Decorative film as Illumar or other equal approved fixed to partitions 212 SM 1500 318,000.00
TOTAL FOR PARTITION WORKS CARRIED TO
SUMMARY 3,429,680.00
6/16
Proposed SEZA Administration Block
Item Description Qty Unit Rate Amount KSh
THIRD FLOOR SUMMARY
ELEMENT NO. TITLE PAGE NO. AMOUNT KSh
1 R.C FRAME 6/1 7,399,360.00
2 WALLING 6/2 981,300.00
3 DOORS 6/5 1,066,830.00
4 WINDOWS 6/8 2,586,240.00
5 FINISHES 6/12 4,992,550.00
6 FITTINGS 6/14 478,200.00
7 BALUSTRADING & RAILINGS 6/15 324,000.00
8 PARTITION WORKS 6/16 3,429,680.00
TOTAL FOR BUILDER'S WORK 21,258,160.00
6/17
Proposed SEZA Administration Block
Item Description Qty Unit Rate Amount KSh
ELEMENT NO. 1
REINFORCED CONCRETE FRAMING
Reinforced concrete; class 20/(20mm) mix (1:1.5:3); vibrated
0.00
A 150mm thick suspended slab 85 SM 2,100 178,500.00
B 300mm thick composite suspended slab consisting of 120mm wide solid ribs at 500mm centre to centre,70mm thick concrete topping ; 1 no. layers of 230mm deep precast hollow concrete blocks including A142 mesh BRC reinforcement 104 SM 4,800 499,200.00
C Beams 31 CM 14,000 436,800.00
0.00
D Columns 25 CM 14,000 346,500.00
E Lift walls 9 CM 14,000 126,000.00
Reinforcement 0.00
Bars; high yield steel; cold worked to B.S. 4461 including bends, hooks, tying wire and distance blocks 0.00
0.00
F Assorted ribbed bars 13,500 KG 140 1,890,000.00
Sawn formwork to insitu concrete as described to :- 0.00
G To sides and soffits of beams. 364 SM 500 182,000.00
0.00
H Sides of lift walls 98 SM 500 49,200.00
0.00
I Vertical sides of columns 262 SM 500 130,800.00
0.00
Edges of slab
J -150 to 225mm high 155 LM 100 15,500.00
K Soffits of suspended slab 189 SM 500 94,500.00
TOTAL FOR RC FRAME CARRIED TO SUMMARY 3,949,000.00
7/1
Proposed SEZA Administration Block
Item Description Qty Unit Rate Amount KSh
0.00
ELEMENT NO. 2 0.00
0.00
WALLING 0.00
Precast concrete grade 20(12mm aggregate) including formwork, finishing fair on all exposed surfaces and hoisting and placing in position, bedding, jointing and pointing in cement and sand (1:3) mortar
A 200 x 200 mm Lintel reinforced with and including two 12mm diameter mild steel rods hooked at ends (in 10No.) 15 LM 800 12,000.00
EXTERNAL WALLING
Approved local stone of the approved colour; squared ; hand dressed one side to Zero joint; bedding, jointing in cement and sand mortar (1:4);including reinforcing with hoop iron in every alternative course
B Walls 200 mm thick 200 SM 1,900 380,000.00
C Parapet walls 200 mm thick 230 SM 1,900 437,000.00
D
Extra over horizontal and vertical pointing in 10mm thick rod in cement and sand (1:3) mortar; one coat of bituminous paint.
300 SM 500 150,000
TOTAL FOR WALLING CARRIED TO SUMMARY 979,000.00
7/2
Proposed SEZA Administration Block
Item Description Qty Unit Rate Amount KSh
ELEMENT NO. 3
DOORS 0.00
0.00
Panelled doors as B.S 459 part 2
50mm thick mahogany panelled double door in , comprising 150 x 50mm top and bottom rails infilled with 50mm thick solid moulded 1no. timber panels per leaf with
moulded beading around panels; edges bevelled and grooved into frames; all framed, clamped and grooved together to Architects details
A Ditto but single door overall size 900 x 2400mm 2 NO. 28,000 56,000.00
40mm thick galvanised steel double door, complete with
steel framing, with and including louvred vents and all necessary iron mongery to Architects details
B Door overall size 1000 x 2400mm 6 NO. 34,000 204,000.00
Aluminium doors
Powder coated aluminium doors (colour to approval) of 1.2mm thick sections, frame size 100 x 50mm, door comprising of 6 mm thick glazing fixed with aluminium beading size 15x10mm to aluminium frames with silicon joints, including approved ironmongery and accessories.
C Door size 900 x 2400 mm high 1 No. 28080 28,080.00
D Door size 1500 x 2400 mm high 1 No. 46800 46,800.00
Wrot Hardwood framed frames and framings 0.00
0.00
E 150 x 50 mm; 2 No. labours; plugged door frame 13 LM 2,500 32,500.00
0.00
F 40 x 35 mm moulded architrave 13 LM 450 5,850.00
0.00
G 25 x 25mm moulded quadrants 13 LM 200 2,600.00
Carried to collection 375,830.00
7/3
Proposed SEZA Administration Block
Item Description Qty Unit Rate Amount KSh
Iron mongery 0.00
Supply and fix the following to UNION catalogue or other equal and approved 0.00
0.00
To softwood, hardwood or the like fixing with screws 0.00
0.00
A Three lever mortice lock complete with set lever aluminium handle furniture 2 NO. 4,500 9,000.00
B 100x76x3mm Stainless steel hinges 3 PRS 400 1,200.00
To concrete or blockwork; fixing with bolts; plugging 0.00
0.00
C Rubber door stop complete with 38 mm rawl bolt 2 NO. 350 700.00
0.00
Painting and Decorations 0.00
0.00
On wood 0.00
0.00
Aluminium primer or other equal and approved wood
primer before fixing: - 0.00
0.00
D Backs of frame, board, etc over 100mm but not exceeding 200mm girth 13 LM 60 780.00
Knot, prime and stop; prepare and apply three coats polyurethane clear varnish on woodwork 0.00
E General surfaces of timber doors over 300mm girth; external
9 SM 300 2,700.00
0.00
F Frames; over 200mm but not exceeding 300mm girth; internal 13 LM 90 1,170.00
0.00
G Frames; not exceeding 100mm girth, 26 LM 90 2,340.00
On Metal work -
-
Prepare and apply three coats of premium quality super gloss oil paint as approved to: - -
-
H General door surfaces 35 SM 300 10,500.00
Carried to collection 28,390.00
7/4
Proposed SEZA Administration Block
Item Description Qty Unit Rate Amount KSh
COLLECTION
From page 7/3 375,830.00
From above 28,390.00
TOTAL FOR DOORS CARRIED TO SUMMARY 404,220.00
7/5
Proposed SEZA Administration Block
Item Description Qty Unit Rate Amount KSh
ELEMENT NO. 4
WINDOWS
Curtain wall system ConWall TM CW 60 as supplied by an approved manufacturer and bolted to Reinforced Concrete beams with the following specifications: 200mm x 75mm x
2mm thick powder coated mullions and transomes with moment of inertia adequate for the structural requirement to the facade taking cognisance of wind load, span and building height. Deflection to be limited to 1/175 of span. Colour as per architects specifications; Dry glazing with EDPM gaskets for fixed glass; structurally glazed vents with visible frame to outside with friction stay opening devices or
manufacturers recommended equivalent stay system. Powder coated aluminium fixing brackets; Provision for expansion/contraction; System should be weather tight; each glass pane should be ventilated via the 4No. corners; system should have integral pressure equalization with condensation and drainage provision; fire barrier provision in between each floor: Glass 12mm thick toughened and
tinted solar glass unless otherwise specified; pressed aluminum powder coated cills under all windows
A
Curtain walling with 12mm thick, toughened, tinted solar receptive framed one way glazing on aluminium framework (200mm x 75mm x 3mm thick) bolted to RC beams 17 SM 18,000 306,000.00
Bull-nosed burnt clay, finishing fair on all exposed surfaces and hoisting and placing in position, bedding, jointing and pointing in pigmented cement and sand (1:3) mortar 0.00
B 150 x 25mm thick clay window sill 5 LM 400 2,000.00
0.00
Wrot Mahogany 0.00
0.00
C 150 x 25 mm thick window boards including bull-nosed edges and 25 x 25 mm bearer; plugged, counter sinking and flush pelleting. 5 LM 1,200 6,000.00
0.00
Carried to collection 314,000.00
7/6
Proposed SEZA Administration Block
Item Description Qty Unit Rate Amount KSh
PURPOSE - MADE UNITS 0.00
Supply, assemble and fix the following purpose-made natural powder coated aluminium framed windows to B.S. 3987, 1984 to Booth Standard extruded profiles, or equal and approved complete with 6mm thick laminated sheet glass & all necessary ironmongery and fixtures. All windows to have permanent vents.
0.00
Aluminium; for glazing with putty, lugs to two jambs, cutting and pinning to concrete or blockwork, fixing to head and sill with screws; plugging 0.00
0.00
A Window, overall size 1000 X 2400mm high 3 NO 31,200 93,600.00
B Window, overall size 1200 X 1700mm high 1 NO 26,520 26,520.00
Grills -
High tensile steel burglar proof bars at 300mm cross centres horizontal and vertical; ends lugged in masonry. -
C 12mm diameter bars welded and ground smooth to approval. 10 SM 2500 25,000.00
Painting and Decorations -
-
On Metal work -
-
Prepare and apply three coats of premium quality super gloss oil paint as approved to: - -
-
-
D Surfaces of metal over 300mm girth (burglar proofing grills)
10 SM 300 3,000.00
Carried to collection 148,120.00
7/7
Proposed SEZA Administration Block
Item Description Qty Unit Rate Amount KSh
On wood 0.00
0.00
Aluminium primer or other equal and approved wood
primer before fixing: -
A Backs of frame, board, etc over 200mm but not exceeding
300mm girth 5 LM 40 200.00
Prepare and apply three coats polyurethane clear varnish
on woodwork internally
B Frames; 200 to 300mm girth 5 LM 90 450.00
C Frames not exceeding 100mm girth; internal 5 LM 30 150.00
Carried to collection 800.00
COLLECTION
From page 7/6 314,000.00
From page 7/7 148,120.00
From above 800.00
TOTAL FOR WINDOWS CARRIED TO SUMMARY 462,920.00
7/8
Proposed SEZA Administration Block
Item Description Qty Unit Rate Amount KSh
ELEMENT NO. 5 0.00
0.00
FINISHES
Wall finishes
Insitu finishes
A Walls, beams and columns; external 513 SM 350 179,550.00
-
Plaster; 18mm thick, 2 No. coatwork, 15mm first coat of cement sand (1:3); 3mm second coat of cement and lime putty (1:9); steel trowelled to concrete or blockwork base generally to: -
-
-
B Walls, beams and columns; internal 973 SM 350 340,550.00
-
Painting & Decoration
Prepare and apply three coats of premium quality weather guard paint as approved to:-
C Walls; external 513 SM 300 153,900.00
-
Prepare and apply three coats of premium quality silk vinyl emulsion paint as approved to:- -
-
D Walls; internal 973 SM 300 291,900.00
-
Tile, Slab or Block Finishings-
-
Floor finishes -
-
Tile, Slab or Block Finishings-
-
Approved 600x300mm granito tiles to B.S. 1281; local; white glazed wall tiles to regular or approved other pattern; bedding and jointing in cement sand (1:4) mortar, grouting with white cement
-
-
E 25 mm thick; butt joints straight both ways; to cement sand base (m/s) to floor 189 SM 3000 567,000.00
Carried to collection 1,532,900.00
7/9
Proposed SEZA Administration Block
Item Description Qty Unit Rate Amount KSh
-
Beds or Backings-
-
Render; cement and sand (1:3) -
-
A 40mm thick backings; wood floated to receive ceramic tiles (m/s) ; to floor
189 SM 350 66,150.00
-
B Skirtings;100mm High with round with coved junction with floor finish 100 LM 150 15,000.00
-
Ceiling finishes -
-
Suspended accoustic ceiling as "Hunter-Douglas" or any other equal and approved suspended miniaboard Accoustic ceiling including all the necessary aluminium suspended framing and branderings, panels suspension hangers, flush jointing and trap doors. -
-
C 600 x 600mm ; 9mm thick Horizontal Ceiling Lining189 SM 2000 378,000.00
-
Render; 18mm thick, 1 No. coatwork of cement and sand (1:3); wood floated to concrete or blockwork base generally to: - -
-
D Slab soffits 189 SM 350 66,150.00
-
Prepare and apply three coats of premium quality matt emulsion paint as approved to:-
-
-
E Slab soffits 189 SM 350 66,150.00
-
Carried to collection 591,450.00
7/10
Proposed SEZA Administration Block
Item Description Qty Unit Rate Amount KSh
Lift wall finishes -
-
Tile, Slab or Block Finishings -
-
Approved granito tiles to B.S. 1281; local; white glazed wall tiles to regular or approved other pattern; bedding and jointing in cement sand (1:4) mortar, grouting with white
cement-
-
A 25mm thick; butt joints straight both ways; to cement sand base (m/s) to walls internal 36 SM 3000 108,000.00
-
B Plastic edging 12 LM 250 3,000.00
-
Beds or Backings -
-
Render; cement and sand (1:3)
C 40mm thick backings; wood floated to receive ceramic tiles (m/s) ; to floor
36 SM 350 12,600.00
Carried to collection 111,000.00
COLLECTION
From page 7/9 1,532,900.00
From page 7/10 591,450.00
From above 111,000.00
TOTAL FOR FINISHES CARRIED TO SUMMARY 2,235,350.00
7/11
Proposed SEZA Administration Block
Item Description Qty Unit Rate Amount KSh
ELEMENT NO. 6
ROOFING
U.P.V.C Pipes, gutters and fittings to B.S.4576, Part 1
(Reference to Terrain Product Handbook PH.05)
Pipes (2100) with solvent welded joints cast into concrete
columns or beams, diameter -
A - 100 mm 150 LM 400 60,000.00
-
Waterproofed cement and sand (1:4) beds and backings -
-
Beds to receive flooring e.t.c finished with wood float, thickness -
B - 50 mm 747 SM 600 448,200.00
- Ruberoid S.B.S. Superflex T-O Polyester based 250 GSM.
35 kg/8 sq. m, nominal thickness 4.0 mm, Mineral surface
finish by "Torch on" application by Specialist to give 10
years guarantee -
-
C To screed roofs laid to falls and cross falls not exceeding 15 degrees from horizontal 747 SM 1300 971,100.00
-
Flashing including turn into groove, girth -
D - 100 mm 200 LM 200 40,000.00
-
Quarry tiles -
-
Tiles laid appropriately with approved grouting and cement adhesive on screed average thickness -
E - 25 mm 747 SM 1800 1,344,600.00
-
Skirting angle fillet, thickness -
F - 100 mm 200 LM 180 36,000.00
-
G Cut and fit holes for pipes, diameter 10 NO. 250 2,500.00
-
H Flat roof outlet 10 NO. 3000 30,000.00
G Powder coated Aluminium Pergolas of size 100x200mm in 300mm centres built to into concrete or walling, pergola
covered in glass/perspex to architects details 18 SM 15000 270,000.00
TOTAL FOR ROOFING CARRIED TO SUMMARY 3,202,400.00
7/12
Proposed SEZA Administration Block
Item Description Qty Unit Rate Amount KSh
TERRACE FLOOR SUMMARY
ELEMENT NO. TITLE PAGE NO. AMOUNT KSh
1 R.C FRAME 7/1 3,949,000.00
2 WALLING 7/2 979,000.00
3 DOORS 7/4 404,220.00
4 WINDOWS 7/5 462,920.00
5 FINISHES 7/8 2,235,350.00
6 ROOF 7/11 3,202,400.00
TOTAL FOR BUILDER'S WORK 11,232,890.00
7/13
Proposed SEZA Administration Block
Item Description Amount KSh
ADMINISTRATION BLOCK BUILDERS WORK
SUMMARY
Page No.
1 Ground Floor 3/21 75,753,499
2 First Floor 4/17 31,593,030
3 Second Floor 5/17 30,749,830
4 Third Floor 6/17 21,258,160
5 Terrace floor 7/13 11,232,890
KSHS. 170,587,409
AB/1
GENERATOR HOUSE
Proposed SEZA Generator House
Item Description Qty Unit Rate Amount KSh
ELEMENT NO. 1
SUBSTRUCTURES (ALL PROVISIONAL)
Site Clearance
A Clear site of all shrubs, bushes and small trees and grub up roots, cart away to spoil heaps away from site 132 SM 100 13,200.00
Oversite excavation 0.00
B Excavate oversite to remove top soil average 200mm deep and keep on site for later re-use for landscaping 132 SM 100 13,200.00
0.00
C Excavating to reduce level in normal soil average depth 150mm starting from stripped level 132 SM 100 13,200.00
0.00
Excavation
D Bulk soil excavation to levels not exceeding 1.50m deep starting from ground level 162 CM 400 64,800.00
E Ditto exceeding 1.50m but not exceeding 3.0m deep 162 CM 400 64,800.00
F Extra over excavation in rock 243 CM 900 218,700.00
G Remove and cart away surplus excavated materials. 324 CM 550 178,200.00
0.00
Disposal of water 0.00
H Keeping all excavations free from all water including spring or running water ITEM 10,000.00
Planking and strutting
I Uphold the sides of all excavations ITEM 10,000.00
Antitermite treatment 0.00
J Premise 200 CC' or other equal and approved anti-termite insecticide treatment with ten years guarantee, applied strictly in accordance with manufacturer's instructions, to tops of fill and foundation walls 108 SM 400 43,200.00
50mm thick mass concrete class Q(1:3:6) in:- 0.00
K Raft foundations 108 SM 550 59,400.00
Carried to Collection 688,700.00
3/1
Proposed SEZA Generator House
Item Description Qty Unit Rate Amount KSh
Reinforced concrete; class 25/(20mm) mix (1:1.5:3); vibrated 0.00
0.00
A Raft foundations 86 CM 14,000 1,209,600.00
0.00
B Retaining wall 28 CM 14,000 394,800.00
0.00
C Foundation columns 8 CM 14,000 105,000.00
D Ground beams 7 CM 14,000 100,800.00
E 150mm thick suspended ground slab 108 SM 2,100 226,800.00
Reinforcement 0.00
Bars; high yield steel; cold worked to B.S. 4461 including bends,
hooks, tying wire and distance blocks 0.00
F Assorted ribbed bars 21,780 KG 160 3,484,800.00
Sawn formwork to insitu concrete as described to :- 0.00
0.00
G Sides; vertical or battering of foundation columns 60 SM 500 30,000.00
H Sides and soffits of ground beams 84 SM 500 42,000.00
I Edges of ground floor slab; 225 to 300mm wide 47 LM 200 9,400.00
J Soffits of ground slab 108 SM 500 54,000.00
K Sides of retaining wall 282 SM 500 141,000.00
Insitu Finishings 0.00
0.00
L 14mm thick 2No. coatwork cement sand(1:3) render; wood floated to concrete or blockwork base to walls; external 14 SM 400 5,600.00
0.00
Painting and Decorations 0.00
0.00
Prepare and apply three coats bituminous paint to: 0.00
0.00
M Wood floated rendered plinths over 300mm girth 14 SM 300 4,200.00
0.00
Carried to Collection 5,808,000.00
3/2
Proposed SEZA Generator House
Item Description Qty Unit Rate Amount KSh
Tanking
Ruberoid S.B.S. Superflex T-O Polyester based 250 GSM. 35 kg/8 sq. m, nominal thickness 4.0 mm, Mineral surface finish by "Torch on" application by Specialist to give 10 years guarantee
A To vertical sides of retaining wall 141 SM 1,100 155,100.00
Carried to Collection 155,100.00
COLLECTION
From page 3/1 688,700.00
From page 3/2 5,808,000.00
From page above 155,100.00
TOTAL FOR SUBSTRUCTURES CARRIED TO SUMMARY 6,651,800.00
3/3
Proposed SEZA Generator House
Item Description Qty Unit Rate Amount KSh
ELEMENT NO. 2
REINFORCED CONCRETE FRAMING
Reinforced concrete; class 25/(20mm) mix (1:1.5:3); vibrated 0.00
A Beams 7 CM 14,000 100,800.00
0.00
B Columns 6 CM 14,000 89,250.00
Reinforcement 0.00
Bars; high yield steel; cold worked to B.S. 4461 including bends, hooks, tying wire and distance blocks 0.00
0.00
C Assorted ribbed bars 1,950 KG 140 273,000.00
Sawn formwork to insitu concrete as described to :- 0.00
D To sides and soffits of beams. 84 SM 500 42,000.00
0.00
E Vertical sides of columns 51 SM 500 25,500.00
0.00
TOTAL FOR RC FRAME CARRIED TO SUMMARY 530,550.00
3/4
Proposed SEZA Generator House
Item Description Qty Unit Rate Amount KSh
0.00
ELEMENT NO. 3 0.00
0.00
WALLING 0.00
Hessian based bituminous felt damp proof course laid on cement and sand (1:4) mortar under:-
A 200mm wide; B.S. 743 Type A bitumen hessian base 150 mm laps (make allowance for laps); horizontal, 1 no. layer, bedded in cement sand (1:3) mortar 60 LM 300 18,000.00
EXTERNAL WALLING
Approved local stone of the approved colour; squared ; hand dressed one side to Zero joint; bedding, jointing in cement and sand mortar (1:4);including reinforcing with hoop iron in every alternative course
B Walls 200 mm thick 127 SM 1,900 241,110.00
INTERNAL WALLING
Approved local stone of the approved colour; squared ; hand dressed one side to Zero joint; bedding, jointing in cement and sand mortar (1:4);including reinforcing with hoop iron in every alternative course
C Walls 200 mm thick 125 SM 1,900 238,032.00
D PCC vents 47 SM 1,900 89,300.00
EExtra over horizontal and vertical pointing in 10mm thick rod in cement and sand (1:3) mortar; one coat of bituminous paint.
127 SM 500 63,450
TOTAL FOR WALLING CARRIED TO SUMMARY 649,892.00
3/5
Proposed SEZA Generator House
Item Description Qty Unit Rate Amount KSh
ELEMENT NO. 4
DOORS 0.00
0.00
40mm thick galvanised steel double door, complete with steel framing, with and including louvred vents and all necessary
iron mongery to Architects details
A Door overall size 1500 x 2700mm 1 NO. 46,800 46,800.00
40mm thick mild steel sliding gate, complete with steel framing, with and including louvred vents and all necessary iron mongery to Architects details
B Gate overall size 3000 x 2700mm 1 NO. 80,000 80,000.00
C Gate overall size 5000 x 2700mm 1 NO. 120,000 120,000.00
TOTAL FOR DOORS CARRIED TO SUMMARY 246,800.00
3/6
Proposed SEZA Generator House
Item Description Qty Unit Rate Amount KSh
ELEMENT NO. 5 0.00
0.00
FINISHES 0.00
0.00
Wall finishes -
-
Insitu finishes -
-
Render; 18mm thick, 1 No. coatwork of cement and sand (1:3); wood floated to concrete or blockwork base generally to: - -
A Walls, beams and columns; external 120 SM 350 42,000.00
-
Plaster; 18mm thick, 2 No. coatwork, 15mm first coat of cement sand (1:3); 3mm second coat of cement and lime putty (1:9); steel trowelled to concrete or blockwork base generally to: -
-
-
B Walls, beams and columns; internal 236 SM 350 82,600.00
-
Prepare and apply three coats of premium quality weather guard paint as approved to:-
C Walls; external 120 SM 300 36,000.00
Prepare and apply three coats of premium quality silk vinyl
A Roof covering; 150mm laps on one end and one and a half corrugation side lap; and nailing to 75 x 50mm celcured sawn cypress purlins (m/s) to receive interlocking tiles (m/s)
154 SM 1800 277,200.00
-
Truss Type 1
The following 8 No. timber trusses spanning at 6.4m and
placed 2000mmc/c and 3400mm from ground level
B 100x50 mm rafters 64 LM 250 16,000.00
C 100x50 mm hip rafters 36 LM 250 9,000.00
D 150x50 mm kingpost 12 LM 300 3,600.00
E 100x50 mm collar piece 16 LM 250 4,000.00
F 100x50 mm struts & ties 48 LM 250 12,000.00
G 150x50mm tie beam 51 LM 300 15,300.00
End of trusses
H 75X50mm purlins 134 LM 250 33,500.00
I 100x50mm wall plate 47 LM 250 11,750.00
Wrot cypress as described
J 250X25mm fascia board 47 LM 300 14,100.00
K 100x20mm T&G in eaves boarding 47 SM 2500 117,500.00
Carried to collection 513,950.00
3/8
Proposed SEZA Generator House
Item Description Qty Unit Rate Amount KSh
Painting and Decorations -
-
On Woodwork -
-
Prepare and apply one zinc plumbate primer and three coats of approved premium quality super gloss oil paint to:- -
A Fascias; 200 to 300mm girth; external 47 LM 120 5,640.00
-
-
Tongue & Grooved timber surfaces -
-
Prepare and apply three coats of premium quality polyurethane varnish to:- -
-
B Surfaces of eaves; over 300mm girth external 47 SM 400 18,800.00
Carried to collection 24,440.00
COLLECTION
From page 3/8 513,950.00
From above 24,440.00
TOTAL FOR FINISHES CARRIED TO SUMMARY 538,390.00
3/9
Proposed SEZA Generator House
Item Description Qty Unit Rate Amount KSh
SUMMARY
ELEMENT NO. TITLE PAGE NO. AMOUNT KSh
1 SUBSTRUCTURE (ALL PROVISIONAL) 3/3 6,651,800.00
2 R.C FRAME 3/4 530,550.00
3 WALLING 3/5 649,892.00
4 DOORS 3/6 246,800.00
5 FINISHES 3/7 269,200.00
6 ROOF 3/9 538,390.00
TOTAL FOR GENERATOR HOUSE BUILDER'S WORK 8,886,632.00
3/10
ADMINISTRATION BLOCK BOUNDARY
WALL
ITEM
NO.
DESCRIPTION UNIT QTY RATE AMOUNT
ADMINISTRATION BLOCK BOUNDARY WALL
A Clear site of works of shrubs, bush and small trees, grubup roots in live fence and burn debris to approval
SM 278 250.00 69,450.00
B Destroy termites nests within site of works,take out anddestroy queens impregnate holes and tunnels withinsecticides and fill voids with approved materials.
ITEM 1 150,000.00 150,000.00
C Excavate oversite average 250mm deep to removevegetable top soil, wheel and deposit on site as directed.
SM 278 300.00 83,340.00
Excavation including maintaining and supporting sides and water,mud and fallen materials supporting and
underpinning needbe trimming sides and bottom of excavations
D Excavate foundation trench commencing at existingground level and not exceeding 1.50m deep.
CM 417 600.00 250,020.00
E Do but column basesCM 122 600.00 73,200.00
F Extra over excavations in all types of rockCM 162 2,500.00 404,025.00
G Return fill in and ram selected excavated material aroundfoundations.
CM 398 200.00 79,540.00
H Remove surplus excavated material from site.CM 141 350.00 49,350.00
Plain concrete 1:3:6 (class Q)
I 50mm Plain concrete (1:4:8) blinding under foundations.
SM 278 400.00 111,200.00
J Ditto but under column basesSM 81 400.00 32,400.00
Vibrated Reinforced concrete Class 25 (20mm minimum aggregate) in:-
K Foundation strip footing haunch and sorround CM 84 14,000.00 1,176,000.00
L Column basesCM 25 14,000.00 350,000.00
M Ground beamCM 40 14,000.00 560,000.00
N Columns CM 78 14,000.00 1,090,992.00
Shs. 4,479,517.00
EXTERNAL WORKS
BOUNDARY WALLING
4/ 2
ITEM
NO.
DESCRIPTION UNIT QTY RATE AMOUNT
Ribbed bar High Yield steel reinforcement to B.S. 4461 and K.S. ISO 6935-2:2007 Part 2
A Assorted Bars KG. 22,693 140.00 3,177,020.00
Marineply Formwork to:
B Sides of foundations. SM 278 500.00 139,000.00
C Sides of column bases. SM 149 500.00 74,500.00
D Sides of ground beam. SM 397 500.00 198,500.00
E Sides of coumns. SM 909 500.00 454,580.00
Natural stone walling minimum crushing strength 7N/mm2 in cement and sand mortar (1:4) with 18 gauge hoop iron in every alternate course:-
F 200mm Approved local stone walling SM 556 1,400.00 778,400.00
Machine cut Juja stone walling in 200mm course heights, bedded and jointed in cement sand mortar (1:3), reinforced with 20 gauge x 25mm wide hoop iron reinforcement and column wall ties in every alternate course
G 200mm Walling. SM 1,111 1,600.00 1,777,920.00
H 12.5x12.5mm steel square hollow sections bar grills fixed to masonrry in semicircular patterns as per Architects drawings SM 126 2,500.00 315,000.00
I 350 x 75mm Coping twice weathered and throatedreinforced as necessary for handling finished fair on allexposed faces.
LM 491 1,000.00 491,000.00
J 350 x 350mm Coping twice weathered and throatedreinforced as necessary for handling finished fair on allexposed faces to columns
NO. 191 800.00 152,800.00
K 3mm diameter (average) mild steel razor wire edged fencing, cycle styled to average 400mm diameter with and including razor sharp straining fixing wire on 50x50x3
mm steel angle line accessories to edges of masonry /concrete columns. LM 463 350.00 162,050.00
L
Extra over horizontal and vertical pointing in 10mm thick rod in cement and sand (1:3) mortar; one coat of bituminous paint. SM 2,222 400 888,960
Shs. 8,609,730.00
EXTERNAL WORKS
BOUNDARY WALLING
4/ 3
ITEM
NO.
DESCRIPTION UNIT QTY RATE AMOUNT
Render; 15mm thick, 1 No. coatwork of cement and sand (1:3); wood floated to concrete or blockwork base
generally to: -
A Columns SM 642 350.00 224,616.00
Painting and Decoration
Prepare and apply three coats first grade Weather guard plastic emulsion paint with stone texture effect to:
C Columns SM 642 300.00 192,528.00
On Metal work - -
Prepare and apply three coats of premium qualitity super gloss oil paint as approved to: -
-
-
D Surfaces of metal SM 252 300.00 75,600.00
The following in Mild Steel Gates
D Supply and fix mild steel ready primed gate in two equal openable leafs 1550x2100mm high to detail comprising mid rail, mullions, transoms, braces, upright and curved
top rail with approved cast iron arrow heads including fixing to stone faced concrete columns, all ironmongery and accessories and gloss paint to metal (Overall size 3100 x 2100 mm)
NO. 2 200,000.00 400,000.00
Shs. 892,744.00
BOUNDARY WALL
COLLECTION
Brought forward from Page No. 1 4,479,517.00
" " " " " 2 8,609,730.00
" " " " " 3 Above 892,744.00
Total Amount for Boundary wall Element 13,981,991.00
4/ 4
BUILDER'S WORK SUMMARY
Item Description Amount KSh
BUILDING WORKS SUMMARY
1 Administration Block 170,587,409
2 Generator House 8,886,632
3 Boundary Wall 13,981,991
TOTAL CARRIED TO GRAND SUMMARY KSHS. 193,456,032
SOFT LANDSCAPING SPECIFICATIONS
1
SOFT LANDSCAPING SPECIFICATIONS
(GENERAL)
SOFT LANDSCAPING SPECIFICATIONS
2
SOFT LANDSCAPING SPECIFICATIONS
GENERAL ITEMS
1.0 SITE PREPARATIONS
2.0 PLANT MATERIALS
3.0 LABOUR-FORCE & WORKMANSHIP
4.0 PLANTS INSTALLATION (PLANTING)
5.0 PLANTS MAINTENANCE
1.0 SITE PREPATIONS:
Site Inspection
The Contractor shall be deemed to have visited the
site and familiarized him/herself with the nature and
position of the site, site conditions e.g. soils to be
excavated and the amount of rubbish or debris to
be cleared away before commencement. No claim
will be allowed for traveling or other expenses
which may be incurred by the Contractor in visiting
the site.
Site Clearance
Site clearance shall include clearing the site of all
debris, rubble, deleterious material, rubbish,
unwanted bushes, undergrowth vegetation, as well
as grubbing up old roots and removal of the
mentioned stuff from site, i.e. carting away from the
site.
Site Excavation
Overall site excavations shall be executed by
ploughing or hoeing, and are to be carried out to an
average depth of 150mm, as described in the Bills
of Quantities. The Landscape Architect may
however order deeper excavations where site
conditions dictate.
Grading and Leveling
Grading and leveling of planting areas shall involve
both rough and fine grading.
a) Rough Grading
This shall entail breaking excavated soil lumps and
freeing the soil of turf, weeds, rubbish, stones,
debris, rubble, sticks, roots and any deleterious
material excavated from the site. It shall also
include leveling the soil and collecting the
aforementioned waste together and carting away
from site.
b) Fine Grading
Upon completion of rough grading, the contractor
shall perform all fine grading required, as described
in planting areas and shall include raking and fine
leveling of the ground ready to receive a mixture of
red soil and farmyard manure. The contractor must
ensure that all natural slopes of the land avoid any
dishing or other depressions where water may
collect.
Soil Preparation
This shall involve mixing of top/red soil and
farmyard at specified ratios ready for application on
planting areas and pits.
Top/Red Soil
Imported top/red soil shall be fertile and sourced
from depths not exceeding 600mm. It shall be free
of stones, debris, rubble, roots, sticks, grass,
weeds and any deleterious material. No soils shall
be used on the gardens until they are approved by
the Landscape Architect. Accordingly, soils that do
not meet the above-mentioned conditions shall be
rejected and removed from site at the contractor’s
cost.
SOFT LANDSCAPING SPECIFICATIONS
3
Farmyard Manure
Manure to be used in the garden/planting areas
and pits shall be well rotten, matured with no
domestic refuse or waste foods, and be approved
by the Landscape Architect.
Preparation of Red soil/ Manure Mixture
Mix red soil and farmyard manure at ratios 4:1 and
apply the mixture on all planting areas at average
depths of 100mm. The Contractor shall however
increase soil depth to an average depth of 150mm
where rock outcrops or murram occur.
Spreading of Soil Mixture
Spread the soil mixture evenly all planting areas to
attain a uniform or the required level. In grass areas
the level of topsoil is to be 25 mm above all paved
edges below the finished floor level of buildings
where directly abutting the walls.
Finishing Grading
The Contractor shall grade the topsoil to the
approved standard. All subsoil will be broken up as
described and the contractor must remove from
site all stones, debris, roots, timber and any other
foreign objects larger than 100mm in any
dimension which might be uncovered.
Final grading and leveling of the top is to be
executed by raking to ensure a fine and true
specified level and slope; and also to avoid dishing
or other depressions where water may collect.
Under no circumstances must the contractor carry
out these works when the soil is in a saturated or
unworkable condition.
The Contractor is also to check that the reduced
levels in all planting areas are satisfactory prior to
commencing any landscape works.
All raised planters shall be backfilled with specified
top-soil and manure mix to within 50mm of the
planter top. The backfill must be free of any roots,
construction waste materials e.g. cement, stones
etc, and/or any other foreign objects larger than
100mm in any dimension.
Pits Excavation
Pits for installation of plant materials
(Groundcovers, Shrubs and Trees) are to be
excavated as described or outlined in the Bills of
Quantities. The Landscape Architect may instruct
larger tree pits to be dug where site conditions
require.
No pits shall be dug until final tree positions have
been pegged out and positions agreed by the
Landscape Architect.
Depending on root container’s size the pits may
need to be larger. The pits are to be excavated and
all debris, builders’ rubble and weeds removed.
The base of the pit must be loosened to 150mm
depth to allow penetration of moisture
Any sub-soils arising from the landscape operation,
such as shrub/tree pit excavations, etc must be
deposited where directed by the Landscape
Architect.
Damage to Existing Fixtures
The Contractor is advised to exercise
precautionary measures while carrying out his/her
operations so as not to damage any site fixture.
In the event of damage to any part of the works or
existing fixture on site, the contractor shall
immediately make all repairs and replacements
necessary to the approval of the Landscape
Architect and at no additional cost to the client.
SOFT LANDSCAPING SPECIFICATIONS
4
2.0 PLANT MATERIALS:
Grass Seedlings/ Cuttings
All grass seedlings or cuttings shall be true to name
as specified in the Bills of Quantities and shall be
free from any weeds or foreign grass. The
contractor shall avail enough grass to cover all
lawn designated areas.
Plant Materials
The contractor shall provide all plant materials as
indicated on the drawings and in the plant quantity
section of the Bills of Quantities. The documents
submitted by the contractor shall mention all plants
not available and the sizes, species or quantity
available as scheduled at the time of tendering.
Other Plant Materials
The contractor subject to the approval of the
Landscape Architect shall select all plant materials,
not specifically described but required for a
complete installation.
Plant Condition and Size
Plants shall conform to normal habit of the
particular species, and the Landscape Architect
shall approve their variety and plant size. Plants
shall conform to measurements and requirements
specified here and/or in the plant list.
Sizes of groundcovers shall be approved
individually but shall generally be mature
enough for transplanting.
Sizes of shrubs and herbaceous plants will
be approved individually but all tall growing
shrubs shall be at a minimum height of
600mm at planting time.
Trees indicated in the drawings shall be at
a minimum of 2000mm in height at time of
planting.
Sample Plant Materials
The contractor shall on request, deliver to the site
and at his/her own cost, samples of all plants to be
planted. This shall be done sufficiently in advance
for Landscape Architect’s approval.
Quality of Plant Materials
All plants delivered to site for planting shall be of
good health, qualities and kinds specified herein
and equal to the approved samples. The plants
shall therefore be true to name; and in all cases,
botanical names shall take precedence over
common names except where botanical names are
not used.
Inspection of Plant Materials
All plant materials delivered to the site should be in
their original containers and should be intact at the
time of inspection prior to commencement of
planting.
No plant materials shall be planted until fully
inspected and approved by the Landscape
Architect. Consequently, all plant materials which
are not approved i.e. those which are not true to
name, or might be damaged or of low quality or
have deteriorated in any way or do not comply in
any way with the requirements of this specification,
shall be rejected and shall be immediately removed
form the site at the Contractor’s expense.
Storage /Maintenance of Plant Materials
SOFT LANDSCAPING SPECIFICATIONS
5
The contractor shall use all means necessary to
protect grass and other plant materials before,
during, and after installation.
Immediately upon delivery of plant nursery stock to
the site and its approval by the Landscape
Architect, the Contactor shall heel-in all bare roots
and balled material with damp soil to protect from
sun and wind effect.
The Contactor shall then regularly water all
nursery stock in containers, and place them in a
cool area protected from sun and dry winds.
Shrub/Tree Support
The contractor shall provide bamboo stakes 30mm
to 50mm thick or rough-sawn tree stakes, of
thickness 50mm x 50mm for the support of the
shrub or tree.
The height of the stake should be no less than
600mm higher than the shrubs/tree and should go
into the ground at least 600mm deep. All trees to
have two number ties each fixed to approved
methods and standards.
Existing Trees and Shrubs
Existing trees on site shall be retained at
Landscape Architect's discretion with client's
approval. Thus the contractor shall NOT cut down
or remove any shrubs and trees unless where
directed by the Landscape Architect.
The contractor shall further be held responsible for
any damage caused by his/her operations to
shrubs and trees on site.
3.0 LABOUR-FORCE & WORKMANSHIP:
Qualification of Workmen/ Workwomen
Generally the contractor shall provide enough and
competent workforce so as to accomplish
landscaping task within stipulated time schedule.
The workers shall at least have some basic
knowledge in landscaping particularly in soil
preparation/leveling, plants care/maintenance, and
installation.
The contractor must however provide at least one
person who shall be present at all times during
execution of the work. He/she shall be thoroughly
familiar with the type of materials being installed
and must be conversant with the proper methods
of their installation, and shall direct all work
performed on site under this section.
Workmanship/Applicable Standards
The Contractor shall provide materials which must
meet or exceed the specified quality and standard.
Proof of such quality and standard will be in the
form of certified copies of reports on tests
conducted by testing agency approved for that
purpose by the Landscape Architect before use.
The Landscape Architect reserves the right to
reject items incorporated into the work that fail to
meet the specified minimum requirements.
The Landscape Architect further reserves the right
without prejudice to other recourse to accept non-
complying items subject to an adjustment in the
contract amount as approved by the Landscape
Architect and the client. The Contractor will provide
specified standards associated with known
agencies and organizations.
4.0 PLANTS INSTALLATION (PLANTING):
SOFT LANDSCAPING SPECIFICATIONS
6
Planting Areas
The contractor is requested to examine all areas
and conditions under which landscaping work is to
take place, correct conditions detrimental to the
works and not to proceed until unsatisfactory
conditions have been corrected.
4.1 PLANTING OF GRASS
Ground Preparation
All areas to be grassed shall be cleared of all
rubbish including; soil lumps, stones, debris,
rubble, sticks, roots and any deleterious material,
and dug up to a depth of 150 mm. The said areas
shall also be free of weeds and brought up to a fine
tilth before grass seedlings or cuttings are planted.
Where outcrops of rock or murram occur, these will
be covered with suitable soil to a depth of 150 mm
before any grassing takes place.
Grassing
All grass seedlings or cuttings to be planted should
be free from any weeds and foreign grass.
Water the ground thoroughly and allow the soil to
settle for three days before commencement of
planting. Plant the seedlings and/or cuttings
100mm deep and 100mm apart as outlined in the
Bills of Quantities.
Maintenance of Grass
The contractor shall, during the period of the
Contract, water, weed and tend well the whole
grassed area till grass is well established or until
they are handed over at the end of the defects
liability period.
Two to three weeks after planting of grass, and in
the opinion of the Landscape Architect to have
established, all areas planted with grass are to be
rolled and cross rolled with a lightweight roller and
again two weeks later. This operation must not take
place when the ground is in a saturated condition.
After the Landscape Architect has approved the
grass has fully established and taken root it will be
maintained at a maximum height of 50mm for the
duration of the contract period.
Areas where grass fails to establish uniformly shall
be replanted with grass cuttings at the Contractor’s
expense and maintained until all the designated
areas are covered with grass. The contractor shall
properly water, mow, edge trim and otherwise
maintain the grass until acceptance and handover
of the contract areas.
Watering of Grass
Although the planting programmes for plants and
grass to be coincident with rainy seasons, the
contractor will be required to water all grassed
areas daily or as necessary or as directed by the
Landscape Architect.
Newly – planted grass must be watered daily and
twice a week thereafter. This should be done
before 9.30 am and/or from 4.00 pm during the hot
seasons.
4.2 PLANTING OF GROUNDCOVERS,
SHRUBS & TREES
Plant Inspection In addition to the normal progress inspections
schedule, the contractor shall conduct the following
formal inspections with the Landscape Architect:
i) Inspection of all plants in container prior to
planting.
SOFT LANDSCAPING SPECIFICATIONS
7
ii) Inspection of plant locations, to clarify
compliance with the drawings.
iii) Final inspection after completion of
planting. This inspection may be conducted
within 24 hours after completion of planting.
iv) Final inspection at the end of the
maintenance period provided all previous
deficiencies have been rectified.
4.2.1 PLANTING OF GROUNDCOVERS
Ground preparation
Rake soils smooth and free from all soil lumps,
stones, debris, rubble, sticks, roots and any
deleterious material.
Planting/Installation of groundcovers
Space the ground cover evenly at 300mm center to
center as indicated on the drawings. The contractor
may however be required to adjust or vary planting
distances as advised by the Landscape Architect.
Planting holes should generally be 300mm in
diameter by 350 to 500mm in depth as indicated in
the Bills of Quantities.
Ensure that the planting medium (soil/manure
mixture) is moist but friable, never wet or soggy. In
case of planting in the open on hot days, shorten
the time between planting and watering.
4.2.2 PLANTING OF SHRUBS AND
TREES
Excavation of Planting Pits
Provide planting holes or pits of the following
dimensions:
i) Shrubs: For shrubs provide planting holes
600mm diameter by 600mm deep.
ii) Trees: For trees and large shrubs provide
holes 1000mm in diameter by 1000mm
deep.
The Landscape Architect may instruct larger tree or
shrub pits to be dug where site conditions require
or depending on root container size of the shrub or
tree to be installed. The pits are to be excavated
and all debris, builders’ rubble and weeds
removed.
NB: The contractor shall generally ensure that
excavation work will not interfere with or damage
the existing cables, pipes or other services above
or below ground levels. Any damage to the existing
services caused by the contractor shall be rectified
at his/her expense. Set out dimensions should be
followed wherever possible.
Planting/Installation of Shrubs & Trees
Prior to installation of the tree/shrub, the Contractor
shall loosen the base of the pits to a depth of
150mm to allow penetration of moisture.
He/she shall also provide strong bamboo stakes or
any approved equal, adequate in thickness for
each tree and generally between 30mm and 50mm
diameter. The height of each stake should be no
less than 600mm higher than the shrub/tree. These
should be driven into the base of planting pits or
holes before backfilling though can also be driven
into the planting pit after backfilling/planting but the
stakes should go into the ground at least 600mm
deep. Care must however be exercised so as not
to damage the tree while driving in the stake into
the ground.
SOFT LANDSCAPING SPECIFICATIONS
8
Fill to proper height with the specified red-soil and
manure mixture in the ratios prescribed by the
Landscape Architect and water well, and then allow
the same to settle for 3 days before planting.
Setting of Shrubs and Trees
Partially dig out some backfill mixture from each
backfilled tree/shrub pit to allow for placement of
the shrub/tree. The partially dug out pits should
have a sufficient width and depth adequate to
accept the shrub/tree root ball.
Carefully remove the root ball from its container so
as to cause minimum disturbance to the fibrous
roots and set plant in upright position in the center
of partially dug out pits, and then compact the
backfill mixture around the root ball. Ensure that the
shrubs/trees are planted at the same depth at
which they were previously growing. Accordingly,
ensure that the stem base is slightly above ground
level, in order to allow for any latent settlement.
Further, the Contractor will be required to make any
necessary adjustments to plants in order to correct
any sinkage or effects due to weather conditions.
Thoroughly water each plant when the pit or hole is
2/3 full. After watering, completely backfill each
shrub or tree pit and tamp the soil in place until the
surface of the backfill is level with the surrounding
areas. Clear up any excess topsoil/manure mixture
for re-use else where on the site.
Build up a temporary-watering basin or ‘’saucer’’
around the base of each tree and shrub to allow for
optimal water flow towards roots. Place a layer of
50mm dried grass leaf cutting over the soil in the
prepared ‘’saucers’’ and cover that whole area to
reduce moisture loss during hot weather.
Securely tie the shrub or tree firmly to the bamboo
stakes or any approved equal with strong band
near the top of the stakes with Hessian wrapped
around the tree stem. All trees/shrubs to have two
number ties each fixed to approved methods and
standards. The contractor must ensure that the
stake does not chafe or scratch the tree stem,
especially in windy conditions.
Watering of Installed Plants
Planting programmes for all plants is generally to
coincide with rainy seasons. Nevertheless, the
contractor will be required to water all planting
areas including backfilled tree pits and shrub beds
as necessary or as directed by the Landscape
Architect. This is critical especially during planting
operations.
During the hot seasons watering should be carried
out before 9.30 am and / or from 4.00 pm.
5.0 LANDSCAPE MAINTENANCE:
Maintenance Period
The contractor shall maintain all planting, starting
with the planting operations and continuing through
to the maintenance period after all planting is
complete and approved by the Landscape
Architect. The maintenance period shall be six (6)
months from the date of practical completion.
General Maintenance Practices Generally, the contractor shall keep planted or
landscaped areas neat, attractive and free of
weeds and diseases during the maintenance
period.
a) Grass
SOFT LANDSCAPING SPECIFICATIONS
9
The grass should be mown regularly during the
growing season. In dry season mow to 50 mm in
heights and in the wet season mow to 25mm in
height.
It shall also be weeded regularly to prevent it from
being choked by weeds. The edges of the lawn
must be trimmed and kept tidy to prevent the grass
from creeping into shrub beds. This shall be done
with edging shears and not a panga. The lawn
should meet shrubs with no expanse of bare soil in
between.
b) Groundcovers, Shrubs and Trees
Maintenance work for these categories of plants
shall entail but not limited to watering, weeding,
and control of insects, fungus and other disease.
This shall be done by the means of spraying with
an approved insecticide and other fungicide in
order to keep the plant materials in a healthy
growing condition.
The contractor shall also provide all equipment and
means for carrying out maintenance work including
hose pipes for proper application of water to those
areas not equipped with any watering systems.
He/she shall further protect all planted areas
against damage, including erosion and
trespassing, by providing and maintaining proper
safeguards.
Special Maintenance Practices
a) Grass
Top Dressing
This is to be done in April after the first rains and to
be repeated in October after the start of the rains.
Apply a top dressing of 4 part red topsoil and half-
clean sand (well mixed together) to the lawn to a
depth of half inch.
Rake top dressing over lawn and use it to fill any
uneven patches. If there is no rain, water heavily
after the application. Repeat top dressing
application in October after the start of the rains.
Application of Compound Fertilizer
In June / July, apply a compound chemical fertilizer
(20-10-10) and bone meal mixed together. This can
be done by hand at a rate of 2 tablespoons per
square meter.
Application of Ammonium Sulphate
Every two to three months apply Ammonium
Sulphate at a rate of 1 tablespoon per square meter
and then water thoroughly after application.
NOTE: Heavy watering after application of fertilizer
is essential to prevent “burning”.
Aeration
Apply a layer of coarse sand 5mm deep in March
to improve aeration. Spike the lawns with a spiked
roller to aerate the lawn, holes should be spaced
100mm apart throughout the whole lawn. Do not
spike in very wet weather or very dry weather.
b) Shrubs & Trees
Pruning and Repairs
Upon completion of planting work on the contract,
shrubs/trees may be pruned and any injuries
repaired, where necessary. The amount of pruning
shall be limited to the minimum necessary to
remove dead or injured twigs and branches and
compensate for the loss of roots as a result of
SOFT LANDSCAPING SPECIFICATIONS
10
transplanting operations. Pruning shall be done in
such a manner as not to change the natural habit
or shape of the trees.
All cuts should be made flush leaving no stubs. On
all cuts over 75 mm diameter and on bruises or
scars on the bark, the injured cambium shall be
smoothed and shall be so as no living tissue is
removed. Wounds shall be smoothed and shall be
so as not to retain water and the treated area shall
be coated with Arbex or other approved tree wound
paint.
Replacement of Dead Plants
At the end of the maintenance period, all plant
material shall be in a healthy growing condition. In
the event of any probability of drying, immediately
replace the affected plant with a new and healthy
one of the same type and size, without any
additional cost to the Employer/Client.
Extension of Maintenance Period
The Contractor will be expected to continue with
the maintenance at no additional cost to the
employer until all previously noted deficiencies
have been rectified, at which time the final
inspection will be carried out and landscaped areas
handed over to the Client.
THE END
PROPOSED ADMINISTRATION BLOCK LANDSCAPE WORKS FOR SPECIAL ECONOMIC ZONE NIVASHA
WP NO. D117 RV/NKU/1902 JOBNO.10504B. PROPOSED LANDSCAPING WORKS ESTIMATES AT SEZ NAIVAHSA ADMINISTRATION BLOCK.
ITEM DESCRIPTION QTY UNIT RATE KSHS.
GROUND PREPARATION AND MANURE APPLICATION
1 Clearing and Levelling
A
Clear the site of all existing unwanted materials and scarify oversite
commencing from main Contractor,s reduced levels, average 150 mm deep
to allow for water seepage and retention remove all hardened ground,
weeds and any deleterious materials; including carting away all arising
wastes, raking and fine levelling of the ground.
10,600 SM 120 1,272,000
BEarth mound formation from locally excavated stock piles average 1.5m
high to Landscape Architects details.2,000 CM 280 560,000
2 Supply and application of Manure.
A Supply of weed free Farm yard manure ) and spread the mixture over
all areas to be landscaped; A depth =100mm.1,060 CM 1,800 1,908,000
3 Supply and Installation of Grass
ASupply, plant, water, weed and tend well undermentioned grass sprigs
untill fully established.
(i) Paspalum ditatum (Paspalum) sprigs to be planted 100mm x 100mm C
to C. 8,480 SM 280 2,374,400
(ii) Supply and install plant growth regulator as "Mega Gro" or equally
approved to manufacturers specifications10 Kg 3,200 32,000
(iii) Supply and apply foliar feed as "enhance"or equally approved to
manufacturers specifications 10 Ltrs 4,500 45,000
L/1 6,191,400
LANDSCAPE BILLS
PROPOSED ADMINISTRATION BLOCK LANDSCAPE WORKS FOR SPECIAL ECONOMIC ZONE NIVASHA
WP NO. D117 RV/NKU/1902 JOBNO.10504B.ITEM DESCRIPTION QTY UNIT RATE KSHS.
1 Supply and Installation of Ground covers and Bedding Plants(APPX
NO10,500)
Pits excavation for Groundcovers
A Excavate circular pits, average 200mm diameter, commencing at existing
ground level but not exceeding 0.25 metres depth average 200mm deep
and spread arisings evenly around. 525 CM 280 147,000
Backfilling of Planting pits
B Backfill excavated planting pits with Approved imported Red soil mixed
with farmyard manure at the ratio 3:1, 250mm deep.
Supply and Planting of Groundcovers and Bedding plants
Supply, plant, weed, water and tend well Assorted species of
groundcovers ;
C Agapanthus africanus 1,000 NO 180 180,000
D Lantana selloum 'yellow' 2,000 NO 120 240,000
E) Lantana selloum 'purple' 2,000 NO 120 240,000
F) Lantana selloum 'white' 1,000 NO 120 120,000
G) Senecio Cineraria – DUSTY MILLER 500 NO 120 60,000
H) Ophiopogon japonicus MONDO GRASS 1,000 NO 150 150,000
I) China grass 1,000 NO 120 120,000
J) Tradescantia spathacea (MOSES IN THE CRADLE) 2,000 NO 100 200,000
L/2 1,457,000
LANDSCAPE BILLS
PROPOSED ADMINISTRATION BLOCK LANDSCAPE WORKS FOR SPECIAL ECONOMIC ZONE NIVASHA
WP NO. D117 RV/NKU/1902 JOBNO.10504B.
ITEM DESCRIPTION QTY UNIT RATE KSHS.
1 Supply and Installation of Shrubs:(APPX NO 3800)
Pits excavation for Shrubs
A) Excavate pits of size 400mm diameter, commencing at existing ground
level but not exceeding 0.5 metres depth average 400mm deep and put
soils for later backfilling of planting pits aside arising good quality 760 CM 280 212,800
Backfilling of Planting pits
B) Backfill excavated planting pits with Approved imported Red soil mixed
with farmyard manure at the ratio 4:1, 400mm deep.
Planting of Shrubs
Supply, plant, weed, water and tend well assorted species of Shrubs; 3,800 NO