BILL OF QUANTITIES ORA TECHNICAL INSTITUTE · Preamble to Bill of Quantities The objectives of the...

UGANDA SKILLS DEVELOPMENT PROJECT (USDP)

MINISTRY OF EDUCATION AND SPORTS - UGANDA

MINISTRY OF EDUCATION AND SPORTS

LOT 4 : VOLUME - 4 of 5

BILL OF QUANTITIES

ORA TECHNICAL INSTITUTE

FEASIBILITY STUDIES, ENVIRONMENTAL AND SOCIAL SAFEGUARDS, DETALED

DESIGN, DOCUMENTATION AND CONSTRUCTION SUPERVISION OF CIVIL WORKS FOR

RENOVATION AND UPGRADING OF INSTITUTIONAL BUILDINGS

UGANDA TECHNICAL COLLEGE - LIRA

(Kitgum, Kalongo & Ora Technical Institutes)

FEBRUARY 2020

VOL 1 OF 5:BIDDING PROCEDURES, EMPLOYER'S REQUIREMENTS, CONDITIONS OF

CONTRACT AND CONTRACT FORMS

VOL 2 OF 5: TECHNICAL SPECIFICATIONS

VOL 3 OF 5: DRAWINGS

VOL 4 OF 5: BILLS OF QUANTITIES

VOL 5 OF 5: ENVIRONMENTAL AND SOCIAL MANAGEMENT PLAN / PROJECT BRIEF

SUMMARY OF DOCUMENTS

ORA VTI SD/1 SILESHI CONSULT

TABLE OF CONTENTS

ITEM TABLE OF CONTENTS PAGE NO

A PREAMBLES P/1

B GRAND SUMMARY GS/1

C Bill No. 1 - Conditions of Contract 1

D Bill No. 2 - Preliminary 2

E Bill No. 3 - NAIT Training Laboratory and Classroom 3

F Bill No. 4 - Heavy Duty Machine Shed 4

G Bill No. 5 - External Work 5

H Bill No. 6 - Day Works 6

ORA VTI TOC/1 SILESHI CONSULT

PREAMBLES TO BILL OF QUANTITIES

PREAMBLE TO BILLS OF QUANTITIES

1 Objectives

2

Grand Summary

Bill No. 1 Conditions of Contract

Bill No. 2 Preliminary

Bill No. 3 NAIT Training Laboratory and Classroom

Bill No. 4 Heavy Duty Machine Shed

Bill No. 5 External Work

Bill No. 6 Day Works

Preamble to Bill of Quantities

The objectives of the Bill of Quantities are

(a) to provide sufficient information on the quantities of Works to be performed to

enable bids to be prepared efficiently and accurately; and

(b) when a Contract has been entered into, to provide a priced Bill of Quantities for use

in the periodic valuation of Works executed.

In order to attain these objectives, Works have been itemized in the Bill of Quantities in

sufficient detail to distinguish between the different classes of Works, or between

Works of the same nature carried out in differently or in other circumstances which may

give rise to different considerations of cost.

The Bills of Quantities for the Works comprise the following:

List of principal Quantities

ORA VTI P/1 SILESHI CONSULT


3

4

5

6

7

Payments for labour under Day works shall be made against records of the time of

arrival of the labour at the site of the work to be executed to the time of departure but

excluding meal breaks and rest periods. Only the time of classes of labour directly doing

the work will be paid for; charge hands (working gangers) actually working with their

gangs will also be recorded for payment but the time of foremen or other supervisory

personnel will not be paid.

The Bills of Quantities shall be referenced and read in conjuction with clauses numbered

in the Specifications.

The Contractor’s unit rates in these bills are to cover supplying of materials, taking

delivery, transporting, loading and off loading inspection, storage, stacking, landing,

preparation, installation including provision of all labour, requirement false work,

temporary support, surface preparation and testing of the works. The rates shall include

all applicable taxes and duty. The cost of testing of the materials to be used in the works

unless otherwise provided is to be included in the rates of the respective Bill items.

Measurement for payment shall be for the complete installation and having passed all

necessary tests.

“Rock” is any material which, in the opinion of the Engineer, requires for its removal the

use of explosives, sledgehammers and wedges, breaking tools or which cannot be

removed by a 145 KW tractor with rear-mounted heavy duty ripper.

Individual boulders of size greater than 0.2m3 in volume shall be included in “rock”

when their nature and size are such that they cannot be removed without recourse to

the stated methods.Where their aggregate volume is 50% or more of the total volume

of material removed, the material shall be measured as rock throughout.

Work shall not be executed on a Day work basis unless ordered in writing by the

Consultant on approval by the Employer. The rates entered in the Day works Bill of

Quantities shall apply to any quantity of Day work instructed by the Consultant.

Nominal quantities have been indicated against each item to permit the extended total

to be carried forward to the Grand Summary.

Payment for the classes of labour will be made at the rates entered in this Bill. These

rates shall cover all direct costs including, but not limited to, the amount of wages paid

to such labour, transportation time, overtime, subsistence allowances and such social

benefits as required by law.

The rates for labour shall also be deemed to cover the Contractor’s profit, overheads,

superintendence, administrative costs, liabilities, insurance and allowances to labour

and the use of consumable stores, water, lighting and power, workshop and stores,

staging and scaffolding, portable power tools, hand tools and equipment and any

charges incidental to the foregoing.



8

9

10

11

No liability whatever will be admitted or claim allowed in respect of errors in the

Contractor’s tender due to mistakes in the Bills of Quantities which should have been

rectified in the manner described above.

Payment for materials used in Day works shall be made at the rates entered in this Bill.

These rates shall include invoiced price, freight, insurance, handling charges,

unavoidable damage and delivery to store and / or site together with stockpiling as

required. These rates shall also include the Contractor’s profit and overheads.

Where materials other than those entered in this Bill are to be procured for use on the

Works, the basic rate shall be calculated on the invoiced purchase price plus the costs of

insurance, handling charges, unavoidable damage and delivery to store or site. Payment

will be made in the currency expended upon presentation of supporting

documentation. In addition, a percentage on the base rates will be allowed to cover the

Contractor’s overheads and profit: this percentage must be stated in this Bill.

The cost of hauling and handling materials for use on Day works from store or stockpile

to the place of usage will be paid in accordance with the labour and Contractor’s

equipment rates in this Bill.

Payment for equipment available at site in respect of Day works shall be made at the

rates entered in this Bill. These rates shall be deemed to include allowance for

depreciation, interest, indemnity and insurance, repair and maintenance, supplies, fuel,

lubricants and other consumables, overheads, profit and administrative costs related to

the use of such equipment.

The costs of drivers, plant operators and assistants in respect of plant and equipment

deployed on Day works shall be paid for separately under the appropriate items in the

labour section of the Day works.

Payment for the Equipment shall only be made against actual hours worked except that

where applicable, and with prior agreement of the Engineer, the traveling time to and

from the Day work location shall also be included for payment.

“Rates and prices shall be inserted in the rate and total columns of the Bill of

Quantities in Uganda Shillings

Bills of Quantities are to be read in conjunction with the Instructions to Bidders, the

Conditions of Contract Data, the Specifications and the Drawings. The quantities stated

against each item in the Bills of Quantities, with the exception of those items specifically

marked ‘sum’, are the estimated quantities of the Work to be executed by the

Contractor in fulfillment of his obligations under the Contract.

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

to be missing or in duplicate he must inform the Engineer at once and have the same

rectified.



12

13

14

15

16

17

18

19

The dimensions given in the Drawings are generally in millimeters unless otherwise

indicated. Levels are given in meters.

The term ‘provide’ or ‘supply’ used for any item shall be deemed to include transport to

site, handling, storage and fixing complete, and the Bidder’s rate shall include for this.

The contractor shall not alter or otherwise qualify the text of these Bills of Quantities.

Any alteration or qualification made without authority will be ignored and the text of

the Bills of Quantities as printed will be adhered to.

Each item in the Bills of Quantities is to be priced. If any items are left un-priced it will

be assumed that the value of the work described there under is elsewhere allowed for.

The prices and rates to be inserted in the Bills of Quantities are to be fully inclusive of all

costs and expenses which may be required for the construction of the work described,

together with general risks, liabilities and obligations set forth or implied in these

documents.

In no case will any claim for expenses incurred by the Contractor in preparation of this

Tender be allowed.

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

with the Specifications, Drawings and Engineer’s Instructions and no claim for any loss

or expense will be entertained for orders for materials based on the Bills of Quantities.

The quantities given in the Bills of Quantities are estimated and no claim by the

Contractor for the final quantities being larger or smaller than the quantities given in

the Bills of Quantities will be permitted except in accordance with Clause 38 of the

Conditions of Contract.

“Provisional Item” designated in the Bill of Quantities for the execution of any part of

the Works may be carried out in whole or in part, or not at all on the instruction of the

Engineer.



20

PM Project manager

kg kilogram

t tonne

m / lm metre

m2 / Sm square metre

m3/ cm cubic metre

mm millimetre

Nr./ NO/ No Number

Ushs Uganda Shillings

uPVC un-plasticized poly vinyl chloride

HDPE high density polyethylene

GMS galvanized mild steel

BS British Standards

Sum Lump Sum

UGX Uganda Shillings

PS Provisional Sum

General Items

The following abbreviations have been used in the Bills of Quantities:-

Unless otherwise provided there are no separate measurement items for Contractual

requirements. The Contractor is deemed to have included his costs for the Contractual

requireme


GRAND SUMMARY

SUMMARY PAGE NO. AMOUNT (UGX)

A BILL No.1 - CONDITIONS OF CONTRACT 1/8

B BILL No.2 - PRELIMINARIES 2/21

C BILL No. 3 - NAIT TRAINING LABORATORY 7 CLASS

CLASSROOM

3/1

D BILL No. 4 - HEAVY DUTY MACHINE SHADE 4/1

E BILL No. 5 - EXTERNAL WORKS 5/1

F BILL No. 6 - DAY WORKS 6/1

SUB TOTAL - 1 (UGX)

CONTINGENCY (10%)

SUB TOTAL 2 - (UGX)

ADD 18% VAT

TOTAL CARRIED TO FORM OF BID (UGX)

ORA TECHNICAL INSTITUTE - LOT 04

ORA VTI S/1 SILESHI CONSULT

BILL NO. 1

CONDITIONS OF CONTRACT

1

Bill No.1 : Conditions of Contract

Item Description Amount UGX

A PRICING OF ITEMS

B DEFINITION OF TERMS

(i)

(ii)

(iii)

(iv)

(v)

(vi)

(vii)

(viii)

Total carried to summary -

Wherever in these Bills of Quantities the Contractor does not insert his

price against an item, the value of such work items shall be deemed to

be included in his rates for all other priced items in the Bills of Quantities.

BILL No. 1 : CONDITIONS OF CONTRACT

The Terms and Abbreviations used in these bidding Documents Shall be

deemed to have the following meaning wherever used herein after and

in all tender documents:

"Approved" (and words derived there from) shall mean approved in

writing by the Project Manager.

"As Described" or "As Specified" shall mean as shown on the drawings,

as described in the technical specifications or in the Bills of quantities or

as described elsewhere in the contract documents

Contractor. The term “Contractor” wherever used hereinafter and in all

contract documents shall be held to mean the successful bidder, i.e. the

person or persons , partnership, firm or corporate body whose bid for

this work (i.e. the work described in and or referred to in these Bills of

quantities) who has been accepted by the Employer and is named as

such in the agreement, and means provider as defined in the Public

Procurement and Disposal of Public Assets Act 2003

Directed, "Selected", "As Required" or words of similar meaning

whenever used in the contract documents shall be understood to mean

the direction, selection or requirement of the Project Manager.

Employer. The term “Employer” wherever used hereinafter and in all

contract documents shall mean Ministry of Education and Sports

" In Writing" shall mean when its required to inform, instruct, agree,

confirm, obtain approval or obtain instructions; it must be done in

writing.

"Instructions" ( and words derived there from) shall mean the

instructions in writing of the Project Manager specified.

"Fix only" shall mean take delivery of materials or articles at the place

specified, pay all demurrage and transport charges, load and transport to

site, unload, store, unpack, check contents against orders and packing

list, assemble as necessary, distribute to position, hoist and fix only.

ORA VTI 1/1 SILESHI CONSULT



(ix)

(x)

(xi)

(xii)

(xiii)

(xvi)

(xv) Dimension and Measurement


No claims will be allowed for travelling or other expenses, which may be

incurred by the Contractor in visiting the Site for the Bid of the Works.

"M.S" shall mean mild steel

'Pvo'' shall mean Permanent loured vent over

"Pr" shall mean Pair

"Kg" shall mean Kilogram

"MS" shall mean measured separately

"P.C" shall mean Prime cost

"KPS" shall mean knot prime and stop

"Necessary","Proper" or words of similar meaning wherever used with

respect to the extent, conduct or character of the work described shall

mean the said work shall be executed to the extent, must be conducted

in a manner or be of character which is 'necessary' or 'proper' in the

opinion of the Project Manager

" Otherwise Described" or " Otherwise Specified" shall mean

information that may be in the drawings or in the particular specification

or contained in the written instructions of the Project Manager which

may override these Bills of quantities.

The Name “Project Manager” or “Architect” or “Engineer” or “Quantity

Surveyor” is the person named in the Particular Conditions of the

Contract(or any other competent person appointed by the Employer)

who is responsible for supervising the execution of the works and

administration of the contract.

"BSM" shall mean both sides measured

“Nr.” shall mean Number

"L.m or m" shall mean Linear meter

"Sm" shall mean Square meter

"Cm" shall mean Cubic meter.

"Works" shall mean all or any portion of the whole of the works to be

executed under the contract, including the work of all Subcontractors

whether nominated or otherwise. It shall also include all variations to

the contract, materials and articles wherever the same are being

manufactured or prepared for the use in the execution of the contract

and whether the same may be on site or not"Satisfaction" or other synonyms thereto shall mean satisfactory to or to

the satisfaction of the Project Manager.

Site:

The Contractor shall be required to visit the site and he shall be deemed

to have acquainted himself therewith as to the nature and position and

means of access, etc. Claims arising from the Contractor's failure to

comply with above condition shall not be entertained




A SCOPE OF CONTRACT

Description GROSS FLOOR

AREA (SM)

1 NAIT TRAINING LABORATORY AND CLASSROOM 533

2 HEAVY DUTY MACHINE SHADE 442

3 EXTERNAL WORKS

4 DAY WORKS

TOTAL AREA 975

- Total carried to summary

'ESHS'' means environmental, social, health and safety.

The works to be carried out include construction of new infrastructure as

listed below.

"75mm to 150mm" shall mean Exceeding 75mm but not exceeding

150mm in girth, and all items described in this manner shall be similarly

construed."E.O" shall mean extra over

'' SHS'' shall mean square hollow section

'' RHS'' shall mean rectangular hollow section

''NEMA'' shall mean National Enviromental Management Authority

"P.S" shall mean Provisional sum

"PM" shall mean Project Manager

"R.C" Reinforced Concrete

''MDF'' shall mean meduim density fibre board




A PROGRAMME OF THE WORKS

B FORM OF CONTRACT AGREEMENT


The form of contract under which terms the Contractor will be required

to enter into a contract with the Employer is contained in Volume 1 of 5

of the Bidding Documents, Part 3, Sections VIII, IX and X

If the Contractor considers that compliance with any of the Conditions of

Contract as particularly amended or qualified by the Particular

Conditions of Contract and of which headings are set out hereunder

involve expenses to him which are not included elsewhere in his prices,

he shall set down opposite any such condition the value he attaches

thereto:

The contactor is expected to submit together with his bid, a detailed

programme, showing how he intends to carry out the works to conform

to the bid period offered in the Form of Bid. The programme shall be

updated in accordance with the Conditions of Contract and the Particular

Conditions of Contract




GENERAL CONDITIONS OF CONTRACTCLAUSES

A. GENERAL1.2.3.4.5.6.78.9.

10.11.12.13. - 14.15.16.17.18.19.20.21.22.23.24.B.25.26.27.

28.

29.

30.

C.

31.

32.

33.

34.

D.

37.

38.

37.


Changes in the Contract Price

Variations

Tests

Correction of Defects

Uncorrected Defects

Cost Control

Contract Price

Delays Ordered by the Project Manager

Management Meetings

Early Warning

Quality Control

Identifying Defects

Procedure for DisputesTime ControlProgramExtension of the Intended Competion DateAcceleration

DiscoveriesPossesion of SiteAccess to the SiteInstructions, Inspections and AuditsAppointment of the Adjudicator

Site DataContractor to Construct the WorksThe Works to Be Completed by the Intended Completion DateApproval by the Project ManagerSafety

Personnel and EquipmentEmployer's and Contractor's RisksEmployer's RisksContractor's RisksInsurance

Project Managers DecisionsDelegationCommunicationsSubcontractingOther Contractors

DefinitionsInterpretationLanguage and Law




38.

39.

40.

41.

42.

43.

44.

45.

46.

47.

48.

49.

50.

51.

E. Finishing the Contract

52.

53.

54.

55.

56.

57.

58.

59.

60.

61.

GCC PARTICULAR CONDITIONS OF CONTRACT

1.1 (d)

1.1 (s)

1.1 (v)

1.1 (y)

1.1 (aa)

1.1 (dd)

1.1 (hh)

1.1 (ii)

2.2

2.3(i)

3.1

5.1

8.1

9.1

9.2


Code of Conduct (ESHS)

Documents Forming part of the Contract

The Language of the Contract

The Project Manager may delegate

Schedule of other Contractors

Key Personnel

Site Location

Start Date

Works Consist of

ESHS

Sectional Completion

Suspension of Bank Loan or Credit

Financing Institution

The Employer

Intended Completion date

The Project Manager is

Termination

Fraud and Corruption

Payment upon Termination

Property

Release from Performance

Cost of Repairs

Completion

Taking Over

Final Account

Operating and Maintenance Manuals

Liquidated Damages

Bonus

Advance Payment

Securities

Dayworks

Compensation Events

Tax

Currencies

Price Adjustment

Retention

Cash Flow Forecasts

Payment Certificates

Payments




13.1

14.1

16.1

20.1

23.1 and 23.2

24.3

24.4

26.1

26.2

26.3

34.1

38.2

40

44.1

45.1

46.1

47.1

48.1

49.1

50.1

56.1

56.2

57.2 (g)

58.1


Performance Security

Operating and Maintenance Manuals

As Built drawings

The maximum number of days is

The percentage to apply to the value of the work not completed

Price Adjustment

Payments retained

Liquidated Damages

Bonus

Advance Payment

Program Updates

Defects Liabilty Period

ESHS risks and impacts of the Variation.

Failure to perform any ESHS obligations

Currency of Employer's Country

Appointing Authority for the Adjudicator

Hourly Rate for the Adjudicator

Arbitration Procedures

Submission of Program

ESHS Reporting

Minimum Insurance Amounts

Site Data

ESHS Management Strategies and Implementation Plans

Site Possession Date




SUMMARY

BILL NO. 1 CONDITIONS OF CONTRACT

Total Carried From Page 1/1







TOTAL CARRIED TO GRAND SUMMARY


BILL NO. 2

PRELIMINARIES

2

BILL No. 2 : PRELIMINARIES

Item Amount UGX

General Notes

A Note

B Note

C Note

D Note

E Note

F Note

G Note

H Note

I Note

J Note


Description

Contractor shall leave blank any cells referring to items he has priced or

included elsewhere within the respective work package.

If the Project manager is of the opinion that any item in this section has not

been fully attended by the Contractor, the Project manager may adjust

amounts quoted by the Contractor for the items concerned.

The Tenderer is required to visit the site of the proposed work, as it is their

responsibility to ascertain the conditions governing access to the site, the

external working space, storage area etc.,

Cost and expenses in connection with any other preliminary item which is

not listed below, but is necessary for the due completion of works, is

deemed to be included in the tender rates.

Total Carried to Collection

Mechanical plant and equipment which emits excessive noise, smoke,

fumes, obnoxious gases etc., will not be allowed to be used in the site,

without the prior approval of the Project manager

The contractor shall be responsible for any loss or damage to the works,

existing structures, adjoining structures and unfixed materials.

The Tenderer shall read, understand and acquaint himself with the

requirements in the conditions of contract , Technical Specification of Work,

Tender and Preamble Notes. It is the Tenderer's responsibility to see that

their price includes for compliance with all the above requirements whether

specifically referred to in the Bills of Quantities or otherwise.

The contractor shall be responsible for providing necessary lighting,

watchmen, and other suitable security measures during construction until

handing over.

Cost and expenses in connection with providing any protective netting,

fencing, screens, barricades, railing, walk-ways at site and any other safety

precautions to the required standard, is deemed to be included in the tender

rates unless otherwise measured and paid separately.

If no price has been stated against any item hereunder the Contractor will

not be entitled to claim any money for such items even though he is obliged

to execute the work or provide services described therein. Preliminary items

priced by the Tenderer are deem to include the cost of not-priced items.



Item Amount UGXDescription

A

i)

ii)

iii)

B

C

D

(i)

VISITING AND INSPECTION OF SITE

Site:

The site of the proposed works are located at ORA VOCATIONAL TECHNICAL

INSTITUTE IN ZOMBO DISTRICT.

The Contractor shall be required to visit and inspect the site before

submitting his bid to ascertain and fully acquaint himself with the nature of

the site and works and adjoining property and other services that are

necessary for the smooth carrying out of the works.

Claims arising from the Contractor's failure to adhere with the above

conditions shall not be entertained

DRAWINGS

The drawings from which these Bills of quantities and the specifications

have been prepared are contained in Volume 3 of 5 of the bidding

document. However, some of the measurements were taken on site. The

said drawings form part of the contract documents. The Contractor is

deemed to have examined the drawings before bidding and to have satisfied

himself regarding their details and regarding the nature and extent of the

works and the method of construction involved. No claims arising out of

misapprehension in these respects will be allowed.

MATERIALS FOUND ON SITE AND ARISING OUT OF THE WORKS.

Materials of any kind arising from the works, found on site or during the

progress of the work, including debris arising from demolitions, are the

property of the Employer and shall not be used, or taken out by any means

whatsoever by the Contractor without express and written permission from

the Project Manager. Should such permission be given, the Contractor shall

pay the Employer for materials so used or taken out at a price to be

determined by the Employer. the Contractor shall take charge of such

materials and deliver the same to the Employer in good order.

DESCRIPTION OF WORKS

The works involve substructures, Concrete Structural Frame, Concrete Block

Walling, Steel structure, steel roof structure, roofing sheets, Timber or Steel

Casement doors, Steel casement Windows, Tiled or Terrazo or Screeded

floor finish, Tiled or Painting to Plastered Walls, Plastered Metal Lathe

Ceiling, Plumbing and Electrical Installations, Fittings and Fixtures and

Associated External Works include.





A

B

C

i)

SUFFICIENCY OF BID

The Contractor shall be deemed to have satisfied himself before bidding as

to the correctness and sufficiency of his bid for the Works and of the rates

and prices stated in the Bills of Quantities which rates and prices shall cover

all his obligations under the Contract and all matters and things necessary

for the proper completion and maintenance of the works

GENERAL MATTERS

Plant, Tools and Vehicles.

The Contractor shall be responsible for the provision of all materials, tools,

plants, staging, access gangways, tackle, tarpaulins, tools, moulds,

templates, cranes, pulleys and transport required for the Works except

insofar as may be stated otherwise herein and he shall allow for the

provision of the foregoing except for such items specifically and only

required for the use of the Nominated Sub-Contractors as described herein.

Safety, Health and Welfare of Work ,People. (OHS Provisions)

Due precautions shall be taken by the Contractor at his own cost, for the

safety of his labour and personnel. In collaboration with and to the

requirements of the local health authorities he must ensure that healthy and

safety staff, first aid equipment and stores person are available at the:-

camps, housing and on the site at all times throughout the period of the

Contract. Suitable arrangements are to be made by the Contractor for anti-

malarial precautions and for preventation of epidemics and for all necessary

welfare and hygiene requirements. A warning sign to the effect that safety

gear such as helmets, safety boots/gum boots, overalls, reflectors, ear plugs

glooves, gogles, nose masks where necessary are to be worn should be

clearly displayed at the Works. The Contractor shall ensure that all

personnel working on site wear necessary safety gears.





ii)

A Fair wages

B Sanitation of the works

i)

ii)

iii) The Contractor shall allow for removing the said Water borne toilets and

abolutions, filling pits with hardcore and murram and leaving the ground

clean, free from pollution upon completion of the Works to the satisfaction

of the Health and Medical Authorities.


The Contractor shall provide a qualified health and safety officer to deal with

OHS, HIV/AIDS and Gender Awareness and provide all necessary facilities

including transport. HIV/AIDS and STD prevention and counselling shall

include information, education and counselling campaigns including regular

distribution of condoms. The Contractor shall provide, maintain and operate

a HIV/AIDS and STD clinic or make alternative arrangements with an existing

facility to the approval of the Project Manager. The Contractor shall have a

gender action plan and also carry out Gender sensitization and awareness

raising meetings and workshops and provide gender sensitive monitoring

and reporting.

Sanitation of the Works shall be arranged and maintained by the Contractor

to the satisfaction of the Government and Local Authorities, Labour

Department and the Project Manager.

The Contractor shall allow for providing the necessary waterborne toilets

and abolutions for the labour employed on the Works, including labour

employed by Sub-Contractors, to the satisfaction of the Local Health and

Medical Authorities and for maintaining the same in a thoroughly clean and

sanitary condition and paying all conservancy fees.

The Contractor shall pay rates of wages and observe hours and conditions of

labour not less favourable than the minimum rates of remuneration and

minimum conditions of employment applicable in the district in which the

works is carried out. The relevant notice must be posted up and kept posted

upon the Site where it can conveniently be read by the employees

concerned.




A

B

i)

ii)

iii)

C Contractor's Project and Site Administration; and Foreman-in-charge

Notices and Fees for local Authorities and Public undertaking

The Contractor shall give all notices in accordance with the Conditions of

Contract. The Contractor shall pay all fees and charges required in the

Conditions of Contract. The amount of all such fees and charges shall be

deemed to be included in the contract Sum. Those in respect of the

following items are included elsewhere in this Document if applicable to the

works; temporary telephones, Uganda Telecom Limited, water for the works

(National water and sewerage corporation) & Electricity (UMEME), Local

Authority, Ministry of Gender, Labor and Social Development and National

Environmental Management Authority (NEMA)

Setting out the Works

The Contractor shall set out the Works in accordance with the dimension

and levels shown on the Drawings and shall be responsible for the

correctness of all dimensions and levels so set out by him and will be

required to amend all errors arising from inaccurate setting out at his own

cost and expense. In the event of any error or discrepancy in the dimensions

or levels marked on the Drawings being discovered, such errors or

discrepancies shall be reported by the Contractor to the Project Manager for

his immediate attention.

No Work shall be commenced by the Contractor until he has received

written instruction from the Project Manager to adjust such discrepancies

which may be proved. Upon receipt of such instructions, the Contractor shall

thereupon be responsible for accurate setting out of the Works, giving effect

to the adjustments necessary to comply with such instructions, and no claim

for extra expense or relief from the provision based on any discrepancy or

error in the dimensions or levels shown on the Drawings may be made

thereafter.Before any Work is commenced by the Sub-Contractors or Specialized Firms,

dimensions must be checked on the Site and / or buildings and agreed with

the Contractor, irrespective of the comparative dimensions shown on the

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

dimensions.

The Contractor shall permanently deploy the Project and Site Administrative

Staff as presented in their bid and approved by the Employer. These will

include a site Engineer, a contract Manager, General Foreman-in-charge and

other trades foremen properly qualified and fluent in English. The

Contractor shall submit to the Project Manager a Site Organization Structure

Chart within seven (7) days of commencement of the Contract. The

Contractor's attention is drawn to clause 9 of the Conditions of Contract.





A

B Transport to and from the site

C

i)

ii)

iii)

D

E

The Contractor shall include in his prices for the transport of materials,

workmen and other inputs to and from the Site of the proposed Works, at

such hours and such routes as are permitted by the Project Manager and the

Authorities.

Working hours

No work shall be carried out at night or gazzetted holidays unless the Project

Manager shall so direct.

If the Contractor decides for purposes of expediting the works or any other

reason to permit the working of overtime or night work necessary so that

the works or any part shall be completed in the contract, then he will be

deemed to have included for the same in his bid as no extra payment will be

allowed for this in the settlement of accounts.

In the event the Project Manager directs the Contractor in writing to carry

out work outside working hours, the Contractor will be reimbursed the net

difference in cost between the operatives normal rate of pay and the

enhanced overtime rate.

PREVENTION OF ACCIDENTS, NUISANCE, DAMAGE OR LOSS

Labour regulations

The Contractor shall comply and ensure that all persons and organisations

involved in executing the works (including sub Contractors and those not

directly employed) comply with the relevant current Uganda government

labour regulations, acts and orders regarding emoluments, working hours

and working conditions.

Safety

The Contractor shall take all precautions necessary to ensure the safety of all

persons engaged upon or visiting the works and shall observe strictly the

safety regulations of government and /or local authorities.

Fire Precaution

The Contractor shall take all precautions necessary to prevent loss or

damage by fire to works or to the adjacent property.





A

B

i)

ii)

C

i)

ii)

iii)

D

i)

ii)

Nuisance

The Contractor shall take any reasonable and practical precaution consistent

with good and expeditious work to prevent nuisance from noise, water,

smoke, dust, rubbish and other causes to the occupants of the existing and

adjacent buildings and to the public generally and shall meet the cost of

complying with the Project Manager's instructions to prevent such nuisance

in these respects.

Adjoining Property

The Contractor shall prevent any trespass on any adjoining buildings or

property and materials, plant, rubbish collecting on such adjoining buildings

or property as a result of his carrying out of the works.

Should the Contractor wish to make use of such adjoining buildings or

property, he shall obtain prior permission in writing of the owner and/ or

occupier and approval from the Project Manager, pay any charges in

connection therewith and clear away at completion or when directed by the

owner's/occupier's satisfaction and that of the Project Manager.

Existing public and Private Services


The Contractor shall notify all services authorities of the proposed works

before commencing operations on site. Prior to the commencement of any

Work, the Contractor is to ascertain from the relevant Authorities the exact

position, depth and levels of all existing telephone cables, electric cables,

water pipes or other services in the vicinity.

The Contractor shall not interfere with the operation of any service on or

within the vicinity of the site prior to consent or direction of the service

authority and the Project Manager. Should the service authorities so direct,

the Contractor shall make whatever provisions may be required by the

Authorities concerned for the support and protection of such services.Any damage or disturbance caused to any service shall be reported

immediately to the Project Manager and the relevant Authority and shall be

made good to their satisfaction at the Contractor's expense.

Maintenance of existing private and public roads

The Contractor shall keep the approaches to site clear of mud, pools, debris,

spoils and ensure that no damage is caused to the public or private roads

and foot paths

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

damage he may cause to the present road surfaces and pavements during

the period of the Works. In particular all the existing lawns, gardens, storm

water channels, hedges, fences etc., which may be destroyed or damaged

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

the approval of the Project Manager.




A Existing Features

B

C

i)

ii)

D

i)

ii)

Prior to the commencement of any Work, the Contractor shall protect all

existing structures, fences, gates, walls, services, cables and other features

on site which are to remain in position during and after the execution of the

works unless directed otherwise by the Project Manager.

Security Regulations

The Contractor shall be entirely responsible for the security of all the Works,

stores, materials, plant, personnel, Take all reasonable precaution to

prevent unauthorized access to the site and the works. Both of his own and

Sub-Contractors’, and shall provide all necessary watching, lighting and

other precautions as necessary as to ensure the security and the protection

of the public. The Contractor shall therefore provide and maintain qualified

technical and administrative personnel on site, fluent in English with

suitable and relevant office equipment like computers and furniture and he

shall provide and maintain appropriate armed security for proper protection

of the Works, Materials and plant at the site in conformity to any security

regulations of the Project Manager

OBLIGATIONS IMPOSED BY THE EMPLOYER

Manufacturer's Recommendations: the Contractor shall handle, store, fix

every material , good or component strictly in accordance with the printed

or written recommendations of the manufacturer and or supplier. The

Contractor shall supply the Project Manager with copies of the

manufacturer's recommendations. The Contractor shall notify the Project

Manager if the manufacturer's recommendations conflict with any specified

requirements, and obtain the Project Manager's instructions before

proceeding.


Materials and Workmanship generally

Scope: Where work shown on the drawings or required by the Project

manger or the particular specification is not identified by any single heading

or clause in the technical specifications, all relevant clauses for similar work

will be applicable. External works are not separately specified, and are to be

executed in accordance with the relevant trades or sub trades.

Alterations, Additions and Extensions: Where the works include alterations

or extensions to the existing buildings and/or external works, new work is to

match up in all respects to the existing works unless otherwise specified,

shown on the drawings or approved forehand by the Project Manager.

Quality, Samples, Testing and Approval

Materials, goods, components and equipment shall be new and unused

unless specified.




A

B

i)

ii)

C Samples

D

i)

ii)

iii)

iv)

Evidence of Compliance with the Standards

Where specified or required by the Project Manager, the Contractor shall

obtain and produce invoices, delivery notes, certificates and the like

providing evidence of compliance with the specifications and standards

referred to herein.Suitability with local conditions

The Contractor shall, whenever so instructed by the Project Manager, cut

out sections of work executed or samples of materials incorporated therein

and shall deliver them where directed for the purpose of testing.

All work disturbed shall be made good forth with by the Contractor. All costs

incurred in cutting out, making good and delivering as aforesaid, shall be

borne by the Contractor unless the result of the test shows that the

materials etc., are in accordance with this contract.


All materials, goods and components shall be for suitable use in tropical.

Sources: Where a choice of manufacturer is allowed for any particular

materials or goods or component, the Contractor shall obtain the quantity

required to complete the works from a single manufacturer after obtaining

the consent of the Project Manager to any change in the source of supply.

The Contractor shall produce written evidence of the source of supply when

requested by the Project Manager.

The Contractor shall furnish at the earliest possible opportunity before work

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

may be called for by the Project Manager for his approval or rejection and

any further samples in the case of rejection until such samples are approved

by the Project Manager and such samples when approved shall be the

minimum standard for the work to which they apply.

TestingAllow for Testing of materials, goods components and workmanship and shall

be done at the discretion of the Project Manager in order to satisfy himself that

the materials, goods components and workmanship are in accordance with the

specifications. The testing of materials will unless otherwise stated , be carried

out either by the chief Materials Engineer at the central materials laboratory in

Kireka, Kampala, or by the Project Manager's representative on site when

facilities for such site tests exist. The procedure for submitting samples of

materials for testing and the method of making for identification of materials

for testing shall be as laid down by the Project Manager.

The Project Manager may, whenever he considers it desirable, test any

materials before they leave the maker's premises as well as after delivery on

the site and the Project Manager shall be at liberty to reject any materials after

delivery should he consider them unsatisfactory, notwithstanding the

preliminary test and approval of the materials at the maker's premises. The

costs of these tests are to be borne by the Contractor.




Ai)

ii)

iii)

D

E

F

The Contractor shall enter into a binding contract with his suppliers

Ordering of materialsThe Contractor shall be solely responsible for the early, timely and accurate

ordering of all the materials. The Contractor shall be responsible for

organization of the plant and labour for utilisation of the materials in

accordance with technical specifications and the Project Manager's

instructions.

The Contractor shall take his own measurements and make his own

calculations of quantities for ordering of materials. No reasonability or claim

will be accepted by the Employer for surplus, shortage, loss, or expense if

the goods are wrongly ordered or ordered based upon the Bills of quantities.

The Contractor shall replace or make good at his own expense any materials

lost or damaged, no matter how arising.

The Contractor shall comply with the regulations set out by National

Environmental Management Authority (NEMA). The Contractor should

familiarize himself with the recommendations in the certificate of approval

of the ESIA/project brief and comply with them during the excecution of the

works. In addition the contractor should ensure that all the

recommendations/mitigation measures in the Environmental and Social

management Plan (ESMP) are complied with during the implementation.


Imported Material and Special Items

When imported materials or special items of materials, goods or

components form part of the contract, the Contractor shall be entirely

responsible for making all necessary arrangements and placing all necessary

orders to ensure their prompt and timely arrival on site to suit the building

operations. No claim for an extension of time will be entertained by the

Project Manager unless the Contractor can produce reasonable proof that

the delay is beyond his control. The Contractor shall allow for costs and

expenses arising out of government or Uganda Revenue Authority

regulations governing imported goods.

Legally Demandable taxes and duties

The Contractor shall unless expressly specified otherwise in the contract

documents, be responsible for and shall pay all customs and excise duties,

tariffs, value added tax, and other taxes or duty legally demandable and

imposed by any statute, rule or ordinance as may be or may become

applicable during the course of the works.

Compliance to NEMA regulations and recommendations




A Water for the works

B Lighting and Power Supply

C Telephone

D

i)

ii)

TEMPORARY WORKS AND SERVICES

The Contractor shall allow for providing all temporary water supplies

required for the works, including Sub-Contract Works, together with all

necessary storage tanks and distribution systems for the same and must

allow for bearing all expenses incurred and paying for all water consumed

without charge to any Sub-Contractor. Expenses in connection with

Nominated Sub-Contractors should be allowed for in the attendance items

under the relevant P.C. Sums.No guarantee or warranty is given as to the availability or suitability of water

at the site. The contractor shall further ensure that their temporary water

connection and supply doesnot in any way affect the existing connections

and water resources.

The Contractor shall allow for providing all temporary lighting and power

supplies required for the works, including Sub-Contract works, together with

all necessary distribution systems for the same and must allow for bearing

all expenses incurred and paying for all current consumed without charge to

any Sub-Contractor. Expenses in connection with Nominated Sub-

Contractors should be allowed for in the attendance items under the

relevant P.C. Sums.

No guarantee or warranty is given as to the availability or suitability of

power at the site. The contractor shall further ensure that their temporary

power connection and supply doesnot in any way affect the existing

connections and power resources.

The Contractor shall provide, install and maintain temporary telephone and

similar facilities for his use, Clerk of Works, project manager's representative

and for other personnel engaged in the implementation of the Project from

the commencement to the completion of the Contract and shall pay all

charges in connection therewith.

Roads

The Contractor shall provide and maintain as necessary all temporary roads,

ramps, hard standings, tracks, crossings and the like for the efficient running

of the works for all vehicles entering and on site, including those of sub-

Contractors and afterwards remove and reinstate the ground to its original

condition if so directed by the Project Manager.

Upon the completion of the Works, the Contractor shall remove such

temporary roads, culverts, bridges, etc., and make good and reinstate all

Works and services disturbed to the satisfaction of the Project Manager and

local authority.





A

B Temporary Buildings for use by the Contractor

C Sheds for storage of Materials

i)

ii)

D Sign board

i)

ii)

E

i)

ii)

Area to be occupied by the Contractor

The area of the Site which may be occupied by the Contractor for use as

storage and for the purpose of erecting workshops, etc., shall be defined on

the Site by the Project Manager.

The Contractor shall at his own cost, supply and erect all temporary

buildings, sheds, mess rooms and stores with floors at least 150mm above

ground level. No office, stores or other temporary buildings shall be erected

on Site without first obtaining the consent from the Project Manager as to

the type of temporary building to be supplied and the position in which they

are to be erected and shall remove the same on completion and make good

all surfaces disturbed.

The Contractor shall provide, erect and maintain on the site, in such

positions as may be directed, ample temporary watertight lock-up sheds or

buildings which are necessary for himself and his Sub-Contractors for the

proper storage and protection of materials liable to damage and shall

remove the same on completion and make good all surfaces disturbed.

Due to limited space on the site, the Contractor may make other

arrangements for the safe storage of materials off-site and shall pay all

charges of transport, handling, insurance, security and rentals of the stores /

buildings so rented.

The Contractor shall provide and erect where directed and maintain during

the whole period of building operations and remove at completion, 2No.

approved temporary two faced signboard to the Project Manager’s standard

design and giving the title of the Works and showing the names of the

Employer, Project Manager, Contractor, Nominated Sub-Contractors and

Suppliers, on both sides. The lettering concerning the Project Manager is

not to be more than 75mm high. No other industrial names will be

permitted whatsoever , nor will any advertisement be allowed.

Signboard shall also include the HIV log & Artistic impression of one of the

major building as approved by the Project Manager.

Temporary Hoardings, Fencing and the like

The Contractor shall allow for providing and erecting all necessary protective

hoarding construction in new gauge 30 precoated non reflective iron sheets

on treated timber framework with lockable gates to approval of the Project

Manager and Local Authority.

The Contractor shall allow for thoroughly maintaining all such protective and

other devices throughout the Contract and clearing away and making good

disturbed ground on completion.





A Site meeting room

i)

ii)

iii)

iv)

A Office for the Project Manager and his staff

The Contractor shall provide, erect and maintain where directed on Site

approved weatherproof lockup office for the sole use of the Project

Manager with a floor area not less than 60 square metres. The office shall be

constructed with concrete floor and the walls and ceiling internally are to be

lined with fibreboard. Atleast 4 Glazed windows shall be provided of not

less than 1(one) squaremetre area each and the door shall have a strong

lock or fastening. The office shall be provided with sufficient artificial

lighting and electric power. The office is to be furnished with a table of

sufficient size to carry the drawings, complete with lockable drawers, and

also stools and chairs. The table should be adequate to sit at least 50 (Fifty)

people. The Contractor shall also provide Five (5 No) working desks and

furniture for the Project Manager. The Contractor shall allow for regular

cleaning of the office. The Contractor shall keep on the Site and maintain in good condition, one

dumpy or quickset level, leveling staff, two 7.5meters steel tapes and one

100 meters steel tape for the use of the Consultant. The Contractor shall

also provide stationery for use by the Project Manager.

He shall provide, erect and maintain a two lockup pedestal type water

closets for the sole use of the Consultant including making temporary

connection to drain where applicable to the satisfaction of the Government

and Medical officers of Health and shall provide the services of a cleaner and

pay all conservancy charges and keep both office and closets clean and in

sanitary condition from the commencement to the completion of the Works

and dismantle and make good disturbed surfaces to the satisfaction of the

Project Manager on completion of the Works.

The office and the closets shall be completed before the Contractor is

permitted to commence the Works.

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

approved weather proof office for the use of the Clerk of Works. The office

shall be not less than 40 Sm and shall be of construction similar to the office

of the consultants. The office shall be furnished with 5 No. desk with

lockable drawers, 5 No. A0 Size drawing chest with four lockable drawers, 5

No. lockable metal filing cabinet. The office shall have 5 office swivel chairs

for the occupants. The office shall also have all power and lighting points as

necessary. The Contractor shall allow for regular cleaning of the office.





A

(i)

(ii)

(iii)

(vi)

(v)

(vi)

B

i)

ii)

C

i)

ii)

iii)

iv)

On completion of the project all the equipment in item A above shall

become the property of the Employer

Labour Camps

Labour Camps will be permitted on site and the Contractor must make

appropriate arrangements to house some labourers on and off site.

The Contractor shall provide identification including uniform, tags and

identification cards for labourers and gangs on site.

PROCEDURES

Programme and progress chart

The Contractor shall also supply and maintain the following for the full

contract duration, with and including all consumables and maintenance, to

the Project Manager's Approval:-

2Nr. HP Spectre x360 13 (2018) intel core i7-7500U, 2.7GHz, Windows 10, 16

GB RAM, Intel HD Graphics 620 card,512GB storage,13.3inches screen size to

the satisfaction of the Project Manager manufactured by Dell or equal

approved

1No. Plain paper photocopier, desktop type with variable magnification that

can take A3 full size copies, minimum capacity 100copies/minute, including

3kg toner and regular service by agent

2No. A3 colour printer

Full time internet connection

2No. DSRL Camera Canon EOS 5D Mark IV,Full - Frame CMOS Sensor,

30.4MP, 3.2-inch touch screen, 1,620,000 dots, DCI 4K video Capture with

extra battrey, 4nr. 128GB memory cards, with compartible flash, backpack

bag, 4 lens ranging from 25mm focal length to 500mm focal length to the

satisfaction of the project manager

The Contractor shall submit to the Project Manager within 30 days from the

date for possession of the site, for approval and display in the site offices

(5No. A3 and 5No. A1 hard copies and 1No. soft copy) showing the general

methods, arrangements, order, and timing for all the activities in the Works

including the works of sub Contractors and other concurrent with the

contract. An update of the Program shall be a program showing the actual

progress achieved on each activity against the planned progress and the

effect of the progress achieved on the timing of the remaining work,

including any changes to the sequence of the activities .The Contractor shall

keep this chart up to date at all times.

If required by the Project Manager, this chart shall be generated and up-

dated by an approved computer program.

Approval by the Project Manager of the programme shall not relieve the

Contractor of any of his obligations under this Contract.

The Contractor shall not without the Project Manager’s consent make any

material alteration to the approved programme.





v)

vi)

vii)

A

D

i)

ii)

E

i)

ii)

The Project Manager shall notify the Contractor if the Project Manager

ascertains that the rate of progress of the works or any section, is too slow

to meet the Date for Practical Completion and that this is not due to a

circumstance for which the Contractor is entitled to an extension of time

under the Contract.

Following receipt of such a notice, the Contractor shall take such steps as

may be necessary, and as the Project Manager may approve, to remedy or

mitigate the likely delay, including revision of the programme. The

Contractor shall not be entitled to any additional payment for taking such

steps.

Site progress photographs

The Contractor shall take and develop (in both digital and still form) site

progress photographs every two weeks to be displayed on the notice board

as may be directed by the Project Manager

Adequate copies shall be made for distribution to the Employer and the

Project manager

Site Meetings

If the Project Manager ascertains that work progress does not match the

programme, he may order the Contractor to revise the programme. The

Contractor shall thereafter revise the programme to show the modifications

necessary to ensure completion of the works by the Date of Practical

Completion.


Site Meetings will be held at the Site meeting room set up on site by the

Contractor at monthly intervals or as directed otherwise by the Project

Manager, and the Contractor will be required to summon the attendance of

sub Contractors and specialists and generally arrange for all necessary

provisions and facilities required for the meetings. The Project Manager will

take and distribute minutes of the site meetings.

The Contractor is required to provide Lunch and refreshments to all persons

attending the regular scheduled site meetings for all the construction period

whose menus are to be decided by the Project Manager.

Works, Diary and Visitors Book

The Contractor shall provide and keep an accurate site diary in which he

shall record all happenings and events which might affect the progress and

quality of the works, including weather conditions, number of artisans,

labourers and others employed, deliveries of materials, consignment,

dayworks, overtime, work of sub Contractors and visits to the site of

supervisory and other staff of the Employer.

Entries made in the works diary by the Project manager or his authorised

representatives shall be deemed to be written instructions issued in

accordance with the conditions of contract.




iii)

iv)

A

i)

ii)

iii)

B

C

i)

ii)

The Contractor shall deliver the works diary and the visitors book into the

safe custody of the Project Manager on completion of the works and shall at

all reasonable times, during the progress of the works, make them available

for inspection by the Project ManagerDay works

Day works shall only be executed with the prior permission of the Project

Manager. Where its authority is given day-work sheets giving the fullest

particulars of hours worked, names of craftsmen and labourers, descriptions

of work executed, quantities of materials and type and number of plant used

in the items shall be prepared, signed by the Contractor counter signed by

the Project Manager supervising officer and forwarded to the Project

Manager not later than seven days after the end of the week in which the

work was carried out. Late submission of the foregoing record will not be

permitted.Signed day sheets received as above by the Project Manager shall be taken

as certifying that time, materials and plant are correct and shall not be held

to justify a claim that the works shall be so charged, or that it cannot be

measured at the rates given in the day works schedules, if any, or the Bills.

The Contractor is required to control all visitors to the site and keep out

unauthorised visitors and shall provide a visitors book and ensure that all

authorised visitors, including consultants and the Employers staff sign

therein.

The term provisional sums wherever used in the bill of quantities shall mean

a sum provided for work or for costs which cannot be entirely foreseen,

identified or detailed at the time of tendering. Such sums of money shall be

subject to adjustment at final account of the work which may require it.

In the final account, all provisional sums shall be deducted and the value of

the works properly executed in respect of them upon the Project Manager

order added to the contract sum.


Day sheets received by the Project Manager will be dealt with at the

completion of the contract but the receipt of the same by the engineer is not

to be taken as confirmation of an addition to the contract.Provisional Work

All work measured provisionally in the Bills of quantities shall be

remeasured to the extent executed and valued accordingly. Work likely to

be covered up shall be left exposed for a reasonable time and due

notification given to allow these re-measurements to be taken by the

Project Manager. Should the Contractor default in this respect, he shall, if

the Project Manager so directs, uncover the works at his own expense to

enable measurements to be taken.Provisional Sums




iii)

A

B

C

D

(i)

(ii)

The Contractor shall under no circumstances execute work or incur any

expense upon items of the work for which the provisional sums are stated

without the written approval of the Project Manager. Where the Contractor

wishes to do such works he shall first submit a quotation for approval.

WORKS BY PUBLIC BODIES

The Contractor shall allow for all costs arising from the items of special

attendance which have been included where required after the items of

general attendance following the P.C. Sum to which it applies.

The Contractor shall cover up and protect all finished works liable to damage

including provision of temporary roofs, gutters, drains, etc., until the

completion of the Works.

In the event of any damage occurring to the Works, materials, sewers,

drains, gullies, paths or other Works on the Site temporarily in the

possession of the Contractor, for the purpose of this Contract, either from

the weather, want of proper protection, defects or insufficiency of the

Works, the Contractor alone shall be responsible and shall without extra

charges, make good all damages and pay all costs which may be levied.


WORKS BY NOMINATED SUB-CONTRACTORS

Unloading and hoisting shall include for providing, erecting and dismantling

scaffolding or the equivalent beyond that required for the Contractor’s own

use to enable Sub-Contractors to execute their work. Special scaffolding

shall be provided only where Sub-Contractors may require scaffolding in

locations where there is no contiguous work by the Contractor for which

scaffolding would generally be used.

GOODS AND MATERIALS FROM NOMINATED SUPPLIERS

The Contractor shall allow for checking Nominated Suppliers' invoices and

quotations before placing orders and will be held solely responsible for

insuring that all materials so ordered are correct in quantity, quality and

contain due allowance for waste.

The Contractor shall allow for checking at time of receipt, all Nominated

suppliers' materials and taking necessary action for the re-ordering of any

broken or damaged items where items described as "FIX" the Contractor

shall include in his rates for hoisting, unloading, storing, unpacking,

assembling as necessary getting into position and fixing as described and

return empty cases and packing material carriage paid to the firm supplying

the items.

PROTECTING AND CLEANING THE WORKS




A Scaffolding

C Removal of Rubbish and debris

D

i)

ii)

iii)

iv)

v)

vi)

v)

Allowance for providing, adapting from time to time as may be necessary,

maintaining and subsequent removal of all scaffolding boards and

temporary shuttering necessary for the execution of the works. No wood

pole scaffolding shall be allowed. The Contractor must allow here or in his

rates for providing all special scaffolding required by his Sub-Contractors

and Nominated Sub-Contractors carrying out works for which P.C. sums are

included in these Bills of Quantities.

The Contractor shall as work progresses, remove and clear away all ,debris

and unused material, and shall all the time have the Site of the Works in a

clean and tidy state to the satisfaction of the Project Manager. He shall also

remove all rubbish and dirt from the Site at weekly intervals or as directed

by the Project Manager.

Secure the building by locking all accesses. Account for all keys and

handover to the Project Manager with itemised schedule of keys.

Before final inspection and handing over date, the Contractor shall leave the

whole building weather tight, clean, perfect, disinfected, sterile and fit for

occupation to the approval of the Project Manager.


Works to be delivered clean

On completion of the Contract, the site and the Works shall be cleared of all

temporary buildings, plant, rubbish and unused materials and shall be

delivered up clean and in perfect condition in every respect to the

satisfaction of the Project Manager. Particular attention is to be paid to

leave all windows, doors, floors, walls and fittings clean and removing all

paint and cement stains, including unblocking gutters, drains and channels.

Painted surfaces: touch up minor faults, carefully match colour and brush

out edges. Repaint badly marked areas back to suitable breaks or junctions

approved by the Project Manager.

Remove all work blemishes, stains and defects from joinery, fittings and

decorated surfaces generally. Polish door furniture and bright parts of metal

work.

Glass: Clean both sides. Remove all paint, cement, or other splashes ;

replace scratched or broken glass.

Moving Parts: adjust , ease and lubricate all doors, windows, appliances,

control and other moving parts as necessary to ensure efficient operation.




A

i)

ii)

iii)

iv)

v)

vi)

BILLS OF QUANTITIES

The whole of the Works contained in these Bills of Quantities is measured

on the basis of the Standard Method of Measurements of Building and

Associated Civil Works for Eastern Africa, prepared by the Architectural

Association of Kenya, Quantity Surveyors Chapter, Second Edition, Metric,

printed in June 2008.

The Method of Measurements herein used must be accepted and will be

strictly adhered to for the adjustments of variations or for remeasurements

as necessary. The whole of the quantities in these Bills, unless expressly

otherwise stated, have been arrived at by taking the net measurements of

various items of completed Works from the Drawings.

All the Works in this Contract is liable to adjustment, and no excavation or

foundation work or other works shall be filled in or covered up until all

measurement needed for the Adjustments of Variations have been made by

the Quantity Surveyor.

The rates set out by the Contractor against each item shall, unless otherwise

expressly provided to the contrary, or unless there is a separate item for

extra labour, cutting or waste, be held to include for waste on materials,

carriage and cartage, carrying in and return of empties, hoisting, setting,

fitting and fixing in position, making good and all other labours and

everything else necessary for the completion of each item and for

establishment charges and profit.

Throughout the Bills of Quantities generally, no mention is made of heights

for hoisting and all prices must include for hoisting and fixing at any level

within the limit shown on the Drawings or included in the general

description unless a specific level is stated.

The Contractor shall be deemed to have made allowance in his rates

generally to cover items of Preliminaries expenses in connection with P.C

Sums or other items if these have not been priced against the respective

items.





A

B

C

D

E

Training of the workers and grievence management

The Constractor shall train all his workers on the requirements of the job

involving ethics and conduct of the workers i.e the dos and don'ts at the site.

In addition, the contractor shall provide for measures to address griences

that arise at the site and outside the site.

The contractor shall enter into a binding contract with all his workers

Occupation Permit

The Contractor shall apply for, provide all transport necessary for, and pay

all costs and charges in connection with the Occupation Certificate. Any

other supporting documentation required for such certificate will be

provided by the Project Manager but the Contractor shall be responsible for

producing as-built drawings required for this process in accordance with the

Conditions of Contract and the Contract Data.

Allow for prepare and submit to the Project manager a complete set of Shop

Drawings, as required to the specified scale(s), giving all details, as required

by the Project manager, for the work executed. Submission shall be in 3 sets

as hard copies, colour printed on A1 size paper and 01 set of soft copies in

AutoCAD compatible version in a compact disc.

Allow for prepare and submit to the Project manager a complete set of As

Built Drawings as required, to the specified scale(s), giving all details, as

required by the Project manager, for the work executed. Submission shall be

in 3 sets as hard copies, colour printed on A1 size paper and 01 set of soft

copies in AutoCAD compatible version in a compact disc.


Allow for prepare and submit to the Project manager a complete set of

Coordination Drawings as required, to the specified scale(s), giving all

details, as required by the Project manager. Submission shall be in 3 sets as

hard copies, colour printed on A1 size paper and 01 set of soft copies in

AutoCAD compatible version in a compact disc.




COLLECTION

Total brought forward from page 2/1














Total for Preliminaries Carried To Grand Sumarry








BILL NO. 3

NAIT TRAINING LABORATORY AND

CLASSROOM

3

BILL No.3- NAIT TRAINING LABORATORY AND CLASSROOM



A ELEMENT NO. 1 : SUB STRUCTURE 3/5

B ELEMENT NO. 2 : R.C. FRAME 3/6

C ELEMENT NO. 3 : WALLING 3/7

D ELEMENT NO. 4 : ROOF STRUCTURE AND COVERINGS 3/9

E ELEMENT NO. 5 : WINDOWS 3/10

F ELEMENT NO. 6 : DOORS 3/11

G ELEMENT NO. 7 : INTERNAL FINISHES 3/13

H ELEMENT NO. 8 : EXTERNAL FINISHES 3/15

I ELEMENT NO. 9 : FITTINGS AND FIXTURES 3/16

J ELEMENT NO. 10 : MECHANICAL INSTALLATIONS 3/24

K ELEMENT NO. 11 : ELECTRICAL INSTALLATIONS 3/31




ITEM DESCRIPTION UNIT QTY RATE (UGX) AMOUNT(UGX)

ELEMENT No. 1

SUBSTRUCTURE (All Provisional)

This element includes all works up to and

including the ground floor slab

A Clear site of all bushes, scrub, tall grass, trees not

exceeding 600mm girth and grabbing up their

roots, load and cart away from site to a dumping

place gazetted by the local authority.

Sm 770

B Excavate oversite to remove vegetable top soil

average 150mm deep, load and cart away from

site to a dumping ground that is gazetted by the

local authority, deposit, spread and level.

Sm 770

C Mass excavation to reduce levels commencing

from stripped levels

Cm 547

D Excavate pits for pad foundations not exceeding

1.5 meters deep starting from reduced level.

Cm 76

E Ditto but 1.5 -3.00m deep Cm 26

F Excavate trench for strip foundation and ground

beams not exceeding 1.5 meters deep starting

from reduced level

Cm 191

G Ditto but 1.5 -3.00m deep Cm 38

H Extra over excavations for excavating in rock. Cm 10

'Termidor 25 EC'' or other equal and approved

anti-termite chemical applied in accordance

with the manufacturer's instructions to:

I Bottom, sides, surfaces of excavated ground and

hardcore bed with ten years guarantee

Sm 1,816

Disposal of excavated material

J Filling with approved Murrum to make up levels

below hardcore; in 150mm layers, well rolled and

compacted to 95% MDD to Project Manager's

approval

Cm 330

K Return, fill and ram selected excavated materials

around foundations in 150mm layers and

compact to 95% MDD.

Cm 203

L Load from spoil heaps, spread and level surplus

excavated materials where directed on site

including compacting in layers not exceeding

150mm thick using 15 ton vibrating roller to 95%

MDD to Engineer's approval

Cm 675





Hardcore

A 200mm thick hardcore filling using approved

hard stone ballast or quarry waste of maximum

size of 150mm, compacted / rolled with a

vibrating roller (minimum 2 tonne) or 10 tonne

yard roller. Where rolling is not accessible,

compaction shall be by hand or mechanical

tampers)

Sm 546

B 50mm thick stone dust blinding over surfaces of

hardcore

Sm 546

Insitu cast plain normal weight concrete class

15, (20mm aggregate) in;

C 50mm blinding layer below: pad foundations and

strip foundations

Sm 179

Insitu cast vibrated mass normal weight

concrete class 20, 20mm aggregates (maximum)

as described: in:D Strip foundations Cm 25

Insitu cast vibrated reinforced normal weight

concrete class 25, 20mm aggregates (maximum)

cast into formworks and vibrated around rod

reinforcement bars.(MS) In:

E Pad foundations Cm 15

F Starter columns Cm 4

G Ground beams Cm 11

H 100mm thick ground floor slab Sm 510

I 100mm thick Ground access ramp with a broom

swept finish including concrete upstands and,

weathered and throated copings to detailed

drawing.

Sm 36

Water proofing membrane

J 1000 Gauge polythene water-proof sheet

membrane laid on blinded hard-core (MS)

Sm 546





Fabric Mesh reinforcement reference A 193 to

BS 4483:2005 anti-crack; weighing 3.02kg per

square meter: 200mm laps of 48.00x2.40 m size

with 6mm dia wires

A In surface beds Sm 546

Maintenance of excavation

B Allow for keeping the whole of the excavation

free from silt and general water by bailing,

pumping or otherwise as approved by the Project

Manager

Item 1

C Allow for provision and subsequent removal of

Planking and strutting to uphold the sides of

excavations as per approved Contractor's work

methodology

Item 1

High yield tensile reinforcement bars to BS

4449:2005 as described including cutting to

lengths, bending, hoisting and fixing including

all necessary tying wire and spacing blocks

D 8mm Diameter bars Kg 908

E 12mm Diameter bars Kg 806

F 16mm Diameter bars Kg 1,958

Provide cut and fix in position formwork as

described to:

G Vertical sides of strip foundations Sm 85

H Vertical sides of starter columns Sm 49

I Vertical sides of pad foundations Sm 48

J Vertical sides of ground beams Sm 113

K Edges of floor slab over 150mm not exceeding

225mm high

m 122

L Edges of ramp over 150mm not exceeding

225mm high

m 51

Sundries

M 20 SWG hoop iron wall tie 25mm wide x 450mm

long, cast 75mm into concrete and built into

joints of block walling after every two courses.

No 360





Plinth Walling

Solid concrete block walling load bearing (3.5

N/mm2) bedded and jointed with cement and

sand (1:3) mortar as described including 20 SWG

hoop iron double strand every two courses built

into joint of block walling

A 200mm Thick plinth walls Sm 373

Two Coats external cement sand render (1:4)

finished with wood float

B 12mm thick to walls Sm 294

Three coats black Bitumastic paint to

C Rendered walls Sm 294


COLLECTION

Total brought forward from Page 3/2




Total Carried to Summary




ELEMENT No. 2

R.C. FRAME


concrete class 25, 20mm Aggregate (maximum)

Cast into formworks and vibrated around rod

reinforcement bars. (MS) in;

A Columns Cm 6

B Ring Beam Cm 12





C 8mm Diameter bars Kg 864


E 16mm Diameter bars Kg 2,048

Provide cut and fix in position formwork as

described to:

F Vertical sides of columns Sm 75

G Sides and soffits of beams Sm 117

Sundries

H 20 SWG hoop iron wall tie 25mm wide x 450mm

long, cast 75mm into concrete and built into

joints of block walling after every two courses.

No 544





ELEMENT No. 3

WALLING

Solid concrete block walling (3.5 N/mm2)

bedded and jointed with cement and sand (1:4)

mortar as described including 20 SWG Hoop Iron

wall tie 25mm wide x 450mm long cast 75mm

into concrete and built into joint of block

walling in:

A 200mm Thick walls Sm 416

B Labour and materials for Eaves fillings in 200mm

thick wall 312mm height.

Lm 122

Precast Concrete Class 25 ; 20mm aggregates :

reinforced as necessary; finished fair on all

exposed surfaces including bedding and jointing

in cement sand (1:3) mortar in:

C 75 x 285mm sunk weathered and throated

window cills to detailed drawings.

Lm 59

D 200 mm x 150 mm Lintol. Lm 9

Damp proof courses: hessian based bituminous

felt: bedded in cement and sand (1:4) mortar:

300mm laps.E 200mm Wide m 162





ELEMENT No. 4

ROOF STRUCTURE AND COVERINGS

Structural framed steel work

The following in structural steel work fabricated

in R.H.S grade 250 including all necessary

welding, gusset plates, bolts and nuts, base

plates and primed by gun spraying before fixing

in position at specified heights above ground

level

The following in various trusses spaning of

different sizes to Structural Engineer's details

A 40x40x3mm SHS (weight 3.41kg/m); Struts and

ties

Kg 1,043

B 60x60x3mm SHS (weight 5.44kg/m); Rafters Kg 947

C 60x60x3mm SHS (weight 5.44kg/m); Tie Beams Kg 892

Structural unframed steel work

D 150 x 50 x 20 x 2mm Thick Z-purlins (weight

4.33kg/m)

Kg 3,242

E 200x300x5mm (slotted with 4no 18mm Dia holes

to receive 16mm dia bolts)

No 28

F 200x300x5mm (slotted with 4no 18mm Dia holes

to receive 16mm dia bolts)

No 28

G 40x200x3mm with 1no. 10mm dia hole to receive

8mm dia bolts

No 196

H 140x300x40x5mm No 54

I Splice plate with 4no 18mmDia holes to receive

16mm dia bolts

No 41

J bolt - Grade 4.6

J Dia. 16mm (length=250mm) No 112

K 40x40x3 angle iron welded to purlin and bolted

to metal plate

No 196

Bolts with nuts and washers

L Dia. 8mm No 196

M Dia. 16mm No 164

ROOF COVERING

N 26 Gauge prepainted IT4 steel Roof covering

fixed to Z- purlin with proprietary fixings.

Sm 665

O Ditto but ridge cover galvanized metal sheet fixed

to Z- purlin including RHS supports and all

necessary fixing accessories.

m 53





A Supply and fix Filler Blocks to Manufacturer's

instructions, size and shape to match roofing

sheet profile.

m 106

Metal work

B 3mm thick plate fascia; welded onto steel rafters;

complete with one coat of antirust and two coats

of approved metal paint.

SM 8

Rainwater goods as described:-

C 3mm Thick galvanised mild steel gutters bent

four times bent; 1065mm girth; one side dressed

under roofing sheets; fixed with 20mm x 6mm

thick metallic steel brakets at 2000mm centres.

as per structural drawings, complete with one

coat of antirust and two coats of approved metal

paint.

m 107

D Extra over gutter for outlet to suit 200mm

diameter downpipes.

No 10

E Extra over gutter for stopped end No 4

PVC Key terrain fixed in accordance with

manufacturer's instructions

F 200mm Diameter uPVC down pipe secured to

block wall and jointed with approved compound

m 51

G Extra over down pipe for bends No 30

H Extra over down pipe for shoe No 10


COLLECTION







ELEMENT No. 5

WINDOWS

A W1 overall size 2400 X 1400mm high with a steel

louvered vent 300mm high and 2No. Eaqual steel

lourvred pannels one on either sides of 350 x

1100mm high each.

No 18

B W2 overall size 2400 X 1400mm high No 4

Prepare and apply one coat red oxide zinc

chromate primer, one coat universal undercoat

and three coats of approved super gloss enamel

paint all in accordance with an approved

manufacturer's instructions to;

C General surfaces of all steel (measured flat both

sides)

Sm 148

Supply and fix 5mm thick clear glass.

D 5mm thick fixed to steel frame with mastic to

panes not exceeding 1.0m2

Sm 47

Cement sand screed mix ratio (1:3) finished to:

E 15mm plaster to reveals : average 200-300mm

wide: trowelled smooth

Lm 167

Prepare and apply one coat penetrating primer,

two coats of external skim coat and three coats

weather guard emulsion paint as per an

approved manufacturer's specifications

F Plastered surface of reveals 75-150mm girth:

external

Lm 167

Prepare and apply two coats plaster primer and

three coats first grade vinyl silk paint all in

accordance with an approved manufacturer's

instructions internally on:

G Plastered surface of reveals 75-150mm girth:

internal

Lm 167


Supply and Fix PURPOSE MADE WINDOW STANDARD

Steel Section size 40 x 40 x 2mm thick for glazing with

putty, permanent ventilation comprising T-bar hood

and gauze, standard mullions, heavy duty aluminium

friction hinges and fasteners, one coat red oxide

etching primer : including vents comprising 2mm

thick mild steel sheet cranked louvres, bent to shape

all welded to window frame; as per Architect's detail

drawing




ELEMENT No. 6

DOORS

STEEL CASEMENT DOORS

Supply and fix glazed steel panelled doors

comprising 40x40x2mm thick steel framing;

1.5mm thick strengthened mildsteel plates both

sides; including hinges, door locks, door handles

(all iron mongery as approved by project

manager) and one coat red oxide primer all to

Architect's drawings and specifications in;

A D1 overall size 1500 X 2400mm high with a

permanent glass vent of 300mm high.

No 1

A D2 overall size 1500 X 2400mm high with a

permanent stell lourvred vent of 300mm high.

No 4

Supply and fix the following ironmongery : locks

and furniture where applicable are to be equal

to those manufactured by "UNION" and

approved by the ArchitectB Oval/half moon door stop floor mounted; ref. DS-

F-001-SSS

No 10

Painting to steel surfaces


chromate primer, one coat universal undercoat

and three coats of approved super gloss enamel


manufacturer's instructions to;

C General surfaces of all steel (measured flat both

sides)

Sm 36

Supply and fix 5mm thick clear glass.

D 5mm thick fixed to steel frame with mastic to

panes not exceeding 1.0m2

Sm 8

E Allow a provisional sum of 1,000,000/= (Uganda

Shillings One Million Only) for signages as

directed by the project manager.

Sum 1





ELEMENT No. 7

INTERNAL FINISHES

Finishing work includes all surface pre cleaning,

removal of mortar by chiseling, making good

edges of columns and beams, preparation of

grooves b/n surface where ever indicated,

preparation and application of finish, polishing

and cleaning after end of work.

Floor Finishes

In-Situ Terrazzo flooring

50mm Thick Polished Terrazzo; comprising of

first coat of 25mm Thick water proofed cement

and sand (1:3) Screed, Second coat 25 mm thick

coloured cement and approved marble

aggregates 1:2:4 (1 cement : 2 coarse sand : 4

graded marble aggregate 1 - 4 mm nominal size)

flooring rubbed and polished to granolithic

finish complete with 25 x 6mm plastic dividing

strips at 1200mm centre on:

A Floors Sm 510

B Ditto: 100 x 10mm thick Skirting Lm 202

Wall Finishes


C 15mm Thick to wall and concrete surfaces. Sm 569

Painting and Decorating


three coats first grade vinyl silk paint all in



D Plastered wall and concrete surfaces Sm 569





CEILING FINISHES

A 50 x 75mm sawn softwood brandering Lm 516

B 100 x 50mm wrot softwood wall bearers plugged

and ceiling joists.

Lm 516

C Extra over do. For forming 600 x 600mm access

door with 50 x 100mm wrot softwood frame all

round including cover strips pair of 100mm steel

butt hinges.

No 2

D 9 x 24 SWG galvanized expanded metal lathing U-

nailed to timber brandering (m/s)

Sm 510

E 20mm cement and sand (1:4) pricking course to

metal lathing.

Sm 510

F 20mm thick cement sand (1:4) plaster steel

troweled to ceiling soffit

Sm 510


three coats first grade ceiling paint all in


instructions on:G Plastered ceiling soffit Sm 510


COLLECTION







ELEMENT No.8

EXTERNAL FINISHES

Floor Finishes

Splash Apron

A Splash apron comprising concrete paving

slabs(MS) on 200mm wide x 500mm deep edge

solid concrete block walls bedded and jointed in

cement sand (1:3)mortar, on 150mm thick x

600mm wide mass concrete class 20, (20mm

maximum aggregate) strip foundation, 50mm

thick sand blinding on 100mm thick hard core

bed with and including all the necessary

excavations and formwork.

Sm 76

Precast concrete class 20 finished fair on all

exposed surfaces including bedding, jointing

and pointing in cement and sand

B 50mm thick paving slabs in 600 x 600mm pannels

laid with straight broken joints in both directions

on and including a 50mm thick sand bed.

Sm 76

Kerbs

C Provide, lay and joint in cement mortar (1:3),

150mm x 230mm precast concrete class 20

splayed kerbs on splash apron edge

LM 127

Cement and washed sand external rendering

mix ratio (1:3), trowelled smooth in two coats: to

D 15mm thick on vertical sides of splash apron Sm 64

Storm Water Drainage

E Storm water channel 300mm wide x 400mm

average depth (Internal). In 100mm thick insitu

cast concrete on 50 mm thick blinding, with

150mm thick block walls finished with cement

sand plaster (1:3) and cement sand (1:3) screed

to fall using water proof cement, covered with a

metal grill. All to architect's detailed drawing.

m 135





Wall Finishes


mix ratio (1:3), trowelled smooth in two coats: to

A 15mm thick to walls and concrete surfaces Sm 341


three coats first grade weather guard paint all

in accordance with an approved manufacturer's


B Renderedsurfaces Sm 341

C Extra over for Building Name 600mm height, in

bold letters using a visible colour approved by the

project manager.

Sm 20

D Fair faces surfaces of window cills 285mm wide Lm 59

EAVES CEILING FINISHES

E 50 x 75mm sawn softwood brandering Lm 127

F 100 x 50mm wrot softwood wall bearers plugged

and ceiling joists.

Lm 254

G 9 x 24 SWG galvanized expanded metal lathing U-

nailed to timber brandering (m/s)

Sm 76

H 20mm cement and sand (1:4) pricking course to

metal lathing.

Sm 76

I 20mm thick cement sand (1:4) plaster steel

troweled to ceiling soffit

Sm 76


three coats first grade ceiling paint all in


instructions on:J Plastered ceiling soffit Sm 76

K Supply and fix 152.4mm diameter plastic eaves

vent at intervals of 2m in the ceiling to detailed

drawing

No 64


COLLECTION







Element No. 9 : FITTINGS AND FIXTURES

Laboratory Bench

A Supply and install 800mm wide x 14000mm long

x 800mm high laboratory benches made of

60X60X3mm SHS steel profile stands and frame

around the table; 60mm thick concrete topping

reinforced with BRC -A142 and finished smooth

with 25mm thick terrazzo on 20mm cement sand

(1:3) screed for worktop; Create provisions for

the necessary holes for piping and installation of

lab sink; all to detailed drawings

NO 1

B Do. But 1000mm wide x 3702mm long x 800mm

high

NO 5

Black boards

C 20mm Thick internal cement lime sand (1:2:9)

plaster to walls internally to form blackboards

over all size 2900mm x 1500mm high and chalk

rails 3300mm long; Prepare and apply undercoat

and three coats of black emulsion paint to

blackboard surfaces and chalk rail.

NO 5

L - SHAPED WORKTOP

D Cast in position for L - shaped worktop overall

20700mm long x 600mm wide x 900mm high;

17No. 100mm thick reinforced concrete walls

600mm long x 780mm high reinforced with BRC -

A142 and finished with plaster and approved

paint; 75mm thick concrete topping 20700mm

long x 600mm wide reinforced with BRC -A142

and finished smooth with 25mm thick terrazzo on

20mm cement sand (1:3) screed for worktop,

plaster and paint soffits of worktop ; all to

architect's detailed drawings.

NO 1

E Allow a provisional sum of 10,000,000/= (Uganda

Shillings Ten Million Only) for additional fittings

and fixtures.

Sum 1





ELEMENT NO. 10:

MECHANICAL INSTALLATIONS

PART No.1- Cold and Hot Water Supply System

Cold and hot water pipes shall be Polypropylene

Random Co-polymer resins (PP Type 3 raw

material) PPR pipes for cold and hot water , and

be fixed to slabs, walls, beams or etc…with

metal straps or similar material. Unit price shall

include all associated civil works and necessary

fittings such as T, bends etc. according to the

drawing. All water pipes shall be tested with

pressure of 10kg/cm (10bar) at the expense of

the contractor.

Supply, lay and connect Poly propylene (PPR-

PN20) pipes for both internal cold and hot

water supply at risers and to fixtures as per

the drawing shown, complete with all the

necessary connecting accessories such as

metal inserts (plastic finished internally),

bends, unions, Tees, etc. Cost shall include all

incidental works thereto such as chiseling, filling

with mortar, supporting with tension wire at at

least every 50mm.

A 40mm Diameter pipe m 14

B 32mm Diameter pipe m 42

C 25mm Diameter Pipe m 75

D Supply and fix approved Angle valves, PN-10 to

hand wash basins, water closets and other

fixtures, complete with unions, elastic water

proofing, and with all other necessary

accessories.Dia 15mm

No 24

E Supply and fix bronze or other approved service

valves 20mm diameter complete with unions,

plastic water proofing, hand wheels and all the

necessary accessories .

No 4

supply and install galvanized steel(GS) pipe for

municipality extension fire fighting system and

roof installation with pressure rating of PN16

with all fittings and gate valves where required.





Fire Fighting Installations

Portable Fire Extinguishers

A Carbon Dioxide portable fire extinguisher 5kg

CO2 gas extinguisher to approval

No 4

B Dry powder portable fire extinguisher 6 kg to

approval

No 2

Hose Reel Installations

C 25mm globe valve No 1

D Swinging arm automatic semi-rigid hose reel

25mm diameter and 30m long to BSEN 671-1-

2001 and BSEN 694-2001 complete with all

accessories including wall mounting box, Jet and

Spray nozzle and all accessories as NAFFCO

Model 19NFH-020M or equal approved.

No 1

Black Seamless Steel SCH40 pipe complete with

all accessories.

E Internal diameter of 20mm m 10

F Internal diameter of 25mm m 8

G Internal diameter of 32mm m 44

H Internal diameter of 50mm m 6

Cold water pipes shall be High Density

Polyethylene (HDPE) pipes, and be laid in trench

as shown in the sanitary site drawing. Provide

100mm thick sand bedding material rammed

and tamped and 150mm thick approved

material to cover the pipe all as per the typical

trench section and detail. Unit price shall include

all associated civil works and necessary fittings

such as T, bends etc. as shown on the drawing.

All water pipes shall be tested two times the

working pressure or 160 meters head, which

ever is greater at the expense of the contractor.

I Internal diameter of 40mm m 15

J Internal diameter of 50mm (including Municipal

connection)

m 10


COLLECTION

Total carried from page 3/17


Total Carried to element Summary




PART No. 2-WATER RESERVIOR

A Cylindrical elevated water tanker or equivalent,

5000 liter on and including a steel tower tank

stand at approximately 14meters from ground

level as per the detailed drawings

No 1

B Cylindrical elevated water tanker or equivalent,

5000 liter on slab for storm water collection per

the detailed drawings

No 1

C Dia. 50 mm strainers with foot valve No 4

D Dia. 50 mm HDPE drain and over flow pipe

nearest storm drain manhole (P.Q.)

m 80

E Bronze Gate valve on drain pipe, dia. 50mm No 6

F Dia. 100 mm vent pipe with cap No 4

G Dia. 50 mm float valve No 4

H Dia. 50 mm Bronze gate valve on inlet pipe No 4

I Automatic level switch to be connected to

domestic pumps to avoid (protect) dry running.

No 4

J Dia. 50mm HDPE connection pipe with Bronze

gate valve.

No 4





PART No. 3-Sanitary Fixtures and Appliances

Unit Price shall include all the necessary fixing

brackets or hooks and all associated civil works

such as chiseling of walls, floors, beams etc. All

fittings shall be enhanced by water efficient

technology, and the water efficiency shall be

certified. All fixtures are to be approved European Brand

A Supply and fix R.A.K. or equivalent, hand wash

basins made of white vitreious china with

REMER or Equivalent chrome plated cold and

hot water chrome plated lever action mixer tap,

with pedastal stand ,complete with mixing

battery plug, chrome plated chain holder, P-

trap with connection pipe and with all other

necessary accessories.Flexible hose to be REMER

or Equivalent to be Vinyle coated and should be

capable of resisting pressure of 4 bar. P- trap

should be brass chrome plated with 50mm

height of water seal and trap.Size :-500 x 400 mm , Single bowl pedestal type No 7

B Supply and fix R.A.K. or Equivalent wash down

water closets complete with low flush cistern in

"compact" form; of white vitreous china with

plasticseat and cover including all accessories.

Flexible hose to be REMER or Equivalent to be

Vinyle coated and should be capable of resisting

pressure of 4 bar.Approximate size : 735x385 mm No 12

C Supply and fix R.A.K. or Equivalent soap holder

size 150x150mm, white vitreous china complete

with the necessary fixing and other accessories

for hand wash basins.

No 6

D Supply and fix standard towel hanger made of

chrome plated tabular metal rollers including

fastening screws and the necessary accessories.

No 2

E Supply and fix approved quality Floor Drains as

shown on the drawing including all the

necessary connecting pieces diameter 80mm.

No 1

F Supply and fix shower units made of enameled

cast-iron, complete with approved quality flexible

shower head-smell trap and with all other

necessary accessories. Size: 700 x 700mm.

No 3





PART NO.4- Waste, Vent and Rain Water Pipes and Accessories

All domestic waste, vent and storm water pipe

lines shall be comply to BS 459, BS 4660, BS 5481

as appropriate, using double ring seals and

gaskets complying with BS 2394 uPVC, PN-4

pipes and shall be provided with a minimum

slope as stated in the drawing. Pipes and

necessary fittings shall be standard quality and

free from damage during storage, construction

and etc. Unit price shall include all the necessary

associated civil works, such as excavation

cartaway, fixing or hanging to walls, beams or

slabs. etc., necessary fittings such as bends, Y,

etc. Storm water uPVC,PN-4 pipes shall resist

the external temperature and the quality shall

meet the purpose.

Supply and lay approved quality storm water

uPVC, PN-6 down pipes according to the

drawing including all the necessary connecting

accessories.A Nominal Diameter. 110 mm m 10

Waste Water Drainage

Supply and install waste water pipes made of

rigid plastic pipe (upvc).PN-8, of approved

standard including fittings like bends,Y's,

T's,clean out,chromed metal support etc. for

internal and all installations works incidental

works .B 50mm Diameter of min. pipe wall

thickness=2mm

m 45

C 80mm Diameter of min. pipe wall thickness=3mm m 60

D 110 mm diameter of min. Pipe wall

thickness=3.2mm

m 15

E 150 mm diameter of min. Pipe wall

thickness=4mm

m 5





Supply, install, test and commissioning vent

caps of rigid uPVC to be connected to the roof

terminal of vent pipe as shown on the riser

diagram,Complete with all the necessary

sealing gaskets and accessories .A 50mm diameter No 12

B 300x300x450mm gully trap with gulley piece,

concrete surround, grating and 300x300mm cast

iron cover

NO 4

C 750X450MM (internally) manhole 600mmdeep

invert consisting of150mm thick concrete block

well,benched and channeled in 20mm thick

water proofed cement/sand screed including

excavation and medium duty approved cast iron

cover and frame

NO 4

D supply ,Excavate and install 5000L chemical

Holding neutralization Tank .with a solid

construction seamless polyethylene body also

having an inlet & outlet optonal vent connection

acid resistant epoxy coated bolted down

gasketed lid, stainless steel hard ware.

No 1

E Soak pit 2000mm diameter, depth 1500mm

tapering to 1500mm diameter complete with

hardcore, 1000gauge polythene sheet and all

accessories.

No 1


COLLECTION







PART NO.5- Air Conditioning and Ventillation

SPLIT TYPE UNITS

The split type units are intended for the class

rooms, adminstration room, computer room and

soil laboratory room and shall be of the cooling

only type as specified suitable for year round

cooling. This item shall include any minor civil

works and all extra lagged copper pipes and

drains.Adminstartion room/Class room

Computer room

Soil Laboratory

Indoor units of the High wall mounted Units

A Indoor unit-1-8 No. 5

Cooling Capacity = 7.5 kW

Type: Carrier or equivalent

Model: 42QHC024D8S

Power input: Kw

This is the minimum cooling capacity based on

an indoor temperature of 27 deg. CDB, 19.5

deg.CWB and outdoor temperature of 35 deg.

CDBB Outdoor units of the High wall mounted units

Outdoor unit-1-8 No. 5

Cooling Capacity - 8.1 kW

Type: Carrier or equivalent

Model;38QHC024D85

Power input;kw

This is the minimum cooling capacity based on

an indoor temperature of 27 deg. CDB, 19.5

deg.CWB and outdoor temperature of 35 deg.

CDBC Refrigerant copper pipes

Rfrigerant copper pipes complete with branches,

insulation etc. between indoor and outdoor units.

3/8"diameter m 38

5/8" diameter m 38

D PVC Condensate Drains.

Drain pipes from indoor units to discharge points

as indicated includingany necessary chasing.

Pipes to be lagged.25mm diameter m 15





SUMMARY MECHANICAL INSTALLATIONS

1 Cold and Hot Water Supply System UGX

2 Water Reservoir "

3 Sanitary Fixtures and Appliances "

4 Waste, Vent and Rain Water Pipes and Accessories "

5 Air Conditioning and Ventillation '





ELEMENT NO. 11:

ELECTRICAL INSTALLATION

Supply and install;

CABLE - SECONDARY DISTRIBUTION

A 3x1.5mmsq L.V cable for distribution lines: .All

cables shall be BASEC approved. P.V.C. insulated

cables shall be 500V/1000V grade to B.S. 6004.

Flexible cables shall be 300V/500V grade to B.S

EN 50525-1.

M 6,300

B 3x2.5mmsq L.V cable for main distribution lines:

.All cables shall be BASEC approved. P.V.C.

insulated cables shall be 500V/1000V grade to

B.S. 6004. Flexible cables shall be 300V/500V

grade to B.S EN 50525-1.

M 4,500

C 4x16mmsq L.V armoured cable for main

distribution lines:

M 400

ELECTRICAL POWER ACCESSORIES

D Two gang 2way and one gang two way

10A,240v,50Hz Switch contacts made of high

quality silver alloy material with agood

preformance against electric arc the on & off

operations switching cycles exceeding 100000

times for mechanical life, tested to 40000

operations at 10A rating, with all conduits,

boxes, wires and all accessories: use BS EN

60669-1,

No 6

E Pop up floor boxes,with sockets install under

rised ground floor & enclosed cable tray with

supports systems: all accessories:

No 60

F Wall mounted receptacle double 13A socket in

accordance Bs 1363 or it's equivalent and with

secondary cables, conduits, boxes, wires and all

accessories:

No 75

G Power point and switching points assembly incl.

devices, conduits of 25mm, boxes, wires ,jumpers

fixing , and all accessories:

No 217

ELECTRICAL LIGHTING ACCESSORIES

H 20W ,1200mm LED Tube light ,luminous

flux1850lm,voltage 220- 260 ,colors rendering

index 82,at maximum ambient temperature of 45

c in accordance IEC 62776,EN12464-2 or it's

equivalent

No 70





A 150W LED Flood light ,voltage 240

,50Hz,,luminous flux14000lm,power efficiency

85%,beam angle 120,IP 65 Grade use IEC 62560

No 12

PANEL BOARD

B Distribution boad 63A with lockable doors

including comb bus bars,timer and all

accessories 4ways

No 2

C Whiteboard, Magnetic, 72" x 48" - Aluminum

Frame,Whiteboard D = 3/4"

NO 10

DATA - DISTRIBUTION

D Data point with mk,8-pin RJ45 modular plug cat.

6, in ABS, for UTP cables

No 55

E Multipair cable, 24 AWG copper conductors,

according to ISO-IEC 11801 UTP indoor , 4 pairs,

PVC sheath, cat. 6

M 5,000

F Multipair cable, 24 AWG copper conductors,

according to ISO-IEC 11801 UTP outdoor , 4 pairs,

PVC sheath, cat. 6

M 400

G L.V. cable tray systems 200mm wide by 50mm

deep, for special systems, including grounding

connections and all accessories.

M 150

H Rack u16,with fan,and earthing details in

Compliance to IEC 60297-3-101

No 1

I Wiresless Ubiquiti long range (UAP-AC-LR)with

transmission rates up to 1317mbits has multiple

input and multiple output antenna system for

extensive signal coverage,SPEED 1317Mbp

frequency 2.4 ,5GHz, range of 183 meters

installed in lockable door cage

No 3





A No 1


24 Piont switch with 2 S.F.P interface with GE

10/100/1000 and fiber fiber optic,• Manage using

SmartConsole or webbased GUI• Built-in MIB

browser for SNMP Management• D-View 6.0

module support• Compact CL throughTelnet.VoIP

Deployment• Highest priority for VoIP services•

Auto Voice VLAN QoS• Ensure efficient delivery

of timesensitive data• Supports IEEE 802.1p QoS,

up to 4 802.1p Priority Queues per port•

DSCP,Advanced Features• Loopback Detection

auto disables port when loop is detected• Cable

Diagnostics allows administrator to determine

cable status• Combined copper/SFP ports for

increased flexibility• Configurable MDI/MDIX•

LLDP/LLDP-MED (DGS-1210-10P only),Switching

Capacity• 96 Gbps,Transmission Method • Store-

and-forward,MAC Address Table • 8,000 entries

per device,MAC Address Update • Up to 256

static MAC entries• Enable/disable auto-learning

of MAC address ,Maximum 64 bytes packet

forwarding rate • 71.4 Mpps,PoE Capable Ports •

Max. 7.5 W on 8• 10/100/1000 Mbps ports,AC

Input

• 100 to 240 VAC 50/60 Hz,Operating

Temperature• 0˚ to 40˚ C,Dimensions • 440 mm x

250 mm x44 mm (19” standard rackmounting

width, 1U height in accordance to • IEEE 802.3

10BASE-T Ethernet• IEEE 802.3u 100BASE-TX Fast

Ethernet• IEEE 802.3ab 1000BASE-T• Gigabit

Ethernet• IEEE 802.3x Flow Control for Full-

Duplex Mode




Fire Alarm & Detection SYSTEM

A Fire Alarm & Detection Central Unit complete

with two loop Fire Alarm Control Panel /Control

Keys: Evacuate, Silence/Resound, Mute Buzzer,

Extend Delay, System Reset, Show Alarm

Zones,Programming Keys: 12 button alpha

numeric keypad inc cancel and return keys plus 4

navigation keys and an OK key/2 independent

programmable function keys and LED

indicators,Indicators: Fire, Fault, Disablement,

Test, Buzzer Muted, Delayed Mode, Sounders

Silenced,Sounders Disabled and Power. Also

dedicated fault LEDs for System Fault, Sounder

Fault, Supply Fault and Earth Fault. 40, 80 or 160

LED fire zone indicators optional.Loop Capacity:

500mA per loop,IP30 (EN6059),OPERATING

TEMPERATURE 0°C to +40°C,OPERATING

VOLTAGE 110 / 240V AC +/-15%,PSU RATING 24V

DC 2A,STAND-BY BATTERIES3 2 x 7Ah,Stand

alone: 24 hours Back-up with either network card

or repeater connected use BS5839 part 1

compliant network

No 1

B Intelliget addressable mlti-sensor dual smoke

detector ,detector type dual lonisation chamber

and photoelectric detection ofl ight scattered by

smoke, supply wiring two wiring ,polarity

insensitive, operation voltage 17-28v

DC,Communication protocol Appoll xp95 5-9v

peak to peak quiescent current 500μA average

750μA Power up surge current 1mA,maximum

power up time 10s,alarm LED current

3.5mA,Remote LED current 4mA at 5v clean air

analogue valve 23 +4/_0 alarm level analogue

value 55,alarm indicators of 2 colourless light

emitting diodes LED illuminated red in

alarm,continuous operating temperature -20

to+60 °c ,effect of temperature on optical

detector less than 15%, IP rating 23D Vibration

impact & shock To EN54-5/7,Dimension

100x50x58mm

No 12





A Addressable sounders,nominal sound output of

100dB(A)current consumption of 5- 8mA Protocol

voltage 5V to 9V,peak to peak,power up surge

current 1.2mA,quiescent current

333μA,quiescent current tested at 24V dc,supply

voltages 17 to 28V dc, oprating temperature -10

to 55°c,diameter 104mm/depth 97.5rating value

.IP65 standard use EN54-3

No 5

B Fire installataion cable as J-Y(ST) Y 2x2x 0.8mm2

in accordance to BS5839-1

M 500

EARTHING DETAILS INSTALLATION IN

ACCORDANCE TO BS EN/IEC 62305

C Concrete inspection chamber : size 300x300

internal dimension as to FURSE Cat No. PT005 or

approved equivalent complete with heavy duty

manhole cover ,charcoal and salt solution .

M 8

D Copper earth rod 16mm diameter, 1200mm long;

complete with tower earth clamps, nuts and bolts

for fastening to copper down conductors.

NO 10

E 25mm x 3mm PVC-Insulated copper down

conductor complete with Gutter clamps, roof

conductor holders/ clips to FURSE Cat.No. TC 115,

or approved equivalent.Fixed through a conduit

and embedded into the wall.

M 200

F 25mm X 3mm Copper test clamp with flush

inspection tape (test Link), as FURSE Cat. No. CT

105, or equal approved.

NO 10

G 2000mm x 15mm air rod, Type A ;as to FURSE

Cat. No. RA 240 c/w multiple point, as to FURSE

Cat. No. RA 600, or approved equivalent.

N0 8

H Air terminals base as to FURSE Cat. No. SD 105, or

approved equivalent complete with tape adapter

and all accessories.

NO 10

I Equipotential bonding to indoor and outdoor

metallic parts consisting of bi-metallic connectors

and clips made of 8mm copper round conductors.

M 180

J Surge Protective Devices (SPD’s) SPD’s shall

provide protection against lightning and transient

over voltages on phase/neutral, phase/earth and

neutral/earth modes.

NO 2

K Allow for testing and commissioning of the

installation

NO 1





A No 4


Projector machine,with Display System 3 LCD

system,Size of effective display area

0.63"(16mm) x 3, Aspect ratio: 4:3,Number of

pixels 2,359,296 (1024x768 x 3) pixels,Projection

lens -Focus/Zoom Manual with Throw Ratio 1.47

to 1.77,Light source /Type Ultra high pressure

mercury lamp/Wattage 215 W,Screen size 30" to

300",Light & Color output *2 is Lamp mode: High

2800 lm,Displayable scanning frequency for

Horizontal 19 kHz to 92 kHz and Vertical 48 Hz to

92 Hz,Display resolution from Computer signal

input Maximum display resolution: UXGA 1600 x

1200 dots and Video signal input NTSC, PAL,

SECAM,480/60i, 576/50i, 480/60p, 576/50p,

720/60p, 720/50p, 1080/60i, 1080/50i

The following items are available for digital signal

(HDMI input) only; 1080/60P, 1080/50p,Speaker

1 W x 1 (monaural),Operating temperature /

Operating humidity 0°C to 35°C (32°F to 95°F) /

20% to 80% ,Power requirements AC 100 V to 240

V, 2.9 A to 1.1 A, 50 Hz / 60 Hz,Power

consumption AC 220 V to 240 V Lamp mode:

High: 269 W,Heat dissipation AC 220 V to 240 V

938 BTU/h,Dimensions (W x H x D) (without

protrusions) 325.1 x 79.8 x 230.5 mm , projector

screen 180x180mm,,with all its accessories




COLLECTION









BILL NO. 4

HEAVY DUTY MACHINE SHADE

4

BILL No.4 - HEAVY DUTY MACHINE SHED


A ELEMENT NO. 1 : SUB STRUCTURE 4/5

B ELEMENT NO. 2 : WALLING AND PARTITIONING 4/6

C 4/8

D ELEMENT NO. 4 : DOORS 4/9

E ELEMENT NO. 5 : INTERNAL FINISHES 4/10

F ELEMENT NO. 6 : EXTERNAL FINISHES 4/12

G ELEMENT NO. 7 : ELECTRICAL INSTALLATIONS 4/14



ELEMENT NO. 3 : STRUCTURAL STEELWORK, ROOF STRUCTURE

AND COVERINGS



ITEM DESCRIPTION UNIT QTY RATE (UGX) AMOUNT (UGX)

ELEMENT No. 1

SUBSTRUCTURE (All Provisional)

This element includes all works up to and

including the ground floor slab

A Clear site of all bushes, scrub, tall grass, trees

not exceeding 600mm girth and grabbing up

their roots, load and cart away from site to a

dumping place gazetted by the local authority.

Sm 704



site to a dumping ground that is gazetted by

the local authority, deposit, spread and level.

Sm 704

C Mass excavation to reduce levels commencing

from stripped levels not exceeding 1.5meters

deep.

Cm 822

D Excavate pits for pad foundations not

exceeding 1.5 meters deep starting from

reduced level.

Cm 21

E Ditto but over 1.5 - not exceeding 3.00m deep Cm 7

F Excavate trench for strip foundation and

ground beams not exceeding 1.5 meters deep

starting from reduced level

Cm 113

G Ditto but 1.5 -3.00m deep Cm 23

H Extra over excavations for excavating in rock. Cm 30

'Termidor 25 EC'' or other equal and approved

anti-termite chemical applied in accordance

with the manufacturer's instructions to:

I Bottom, sides, surfaces of excavated ground

and tops of hardcore with ten years guarantee

Sm 1,140

Disposal of excavated material

J Filling with approved Murrum to make up

levels below hardcore; in 150mm layers, well

rolled and compacted to 95% MDD to Project

Manager's approval

Cm 88

K Return, fill and ram selected excavated

materials around foundations in 150mm layers

and compact to 95% MDD.

Cm 93





A Load from spoil heaps, spread and level surplus

excavated materials where directed on site

including compacting in layers not exceeding

150mm thick using 15 ton vibrating roller to

95% MDD to Engineer's approval

Cm 893

Hardcore

B 200mm thick hardcore filling using approved

hard stone ballast, compacted / rolled with a

vibrating roller (minimum 2 tonne) or 10 tonne

yard roller. Where rolling is not accessible,

compaction shall be by hand or mechanical

tampers)

Sm 500

C 50mm thick stone dust blinding over surfaces

of hardcore

Sm 500



D 50mm blinding layer below: pad foundations

and strip foundations

Sm 89

Insitu cast vibrated mass normal weight

concrete class 20, 20mm aggregates

(maximum) as described: in:

E Strip foundations Cm 15



(maximum) cast into formworks and vibrated

around rod reinforcement bars.(MS) In:

F Pad foundations Cm 6

G Starter columns Cm 3

H Ground beams Cm 6

I 150mm thick ground floor slab finished with a

powerfloat and hardener.

Sm 375

J 150mm thick Ground access ramp with a

broom swept finish including concrete

upstands and, weathered and throated copings

to detailed drawing.

Sm 125

Grout

K 25mm thick grout Sm 2

Water proofing membrane

L 1000 Gauge polythene water-proof sheet

membrane laid on blinded hard-core (MS)

Sm 500





Fabric Mesh reinforcement reference A 142 to

BS 4483:2005 anti-crack; weighing 2.22kg per

square meter: 200mm laps of 48.00x2.40 m

size with 6mm dia wires

A In surface beds Sm 500

Maintenance of excavation

B Allow for keeping the whole of the excavation

free from silt and general water by bailing,

pumping or otherwise as approved by the

Project Manager

Item 1

C Allow for provision and subsequent removal of

Planking and strutting to uphold the sides of

excavations as per approved Contractor's work

methodology

Item 1






E 12mm Diameter bars Kg 190

F 16mm Diameter bars Kg 1,358

G 350X250X10mm thick base plate with 4No

16mm dia holes to receive 14mm dia bolts

No 14

H 14mm dia x 200mm long Diameter HD bolts

complete with nuts, flat round washers and

100x100x6mm thick anchor plates.

No 56

I 10mm thick stiffener plates welded onto Base

plate and stanchion.

No 56

Provide, cut and fix in position formwork as

described to:

J Vertical sides of ground beams Sm 60

K Vertical sides of strip foundations Sm 50

L Vertical sides of starter columns Sm 37

M Vertical sides of pad foundations Sm 22

N Edges of floor slab over 150mm not exceeding

225mm high

Lm 86

O Edges of ramp over 150mm not exceeding

225mm high

Lm 39





Sundries

A 20 SWG hoop iron wall tie 25mm wide x

450mm long, cast 75mm into concrete and

built into joints of block walling after every two

courses.

No 168

Plinth Walling

Solid concrete block walling load bearing (3.5

N/mm2) bedded and jointed with cement and

sand (1:3) mortar as described including 20

SWG hoop iron double strand every two

courses built into joint of block walling

B 200mm Thick plinth walls Sm 214

Two Coats external cement sand render (1:4)

finished with wood float

C 12mm thick to walls Sm 213

Three coats black Bitumastic paint to

D Rendered walls Sm 213

EXPANSION JOINT

E Supply and insert 100mm x 25mm Styrofoam

insulation expansion joint; all according to size

and shape specified on the detail drawing.

Price shall include fixing accessories, approved

sealant material 50mm deep and all other

necessary works.

Lm 79

F 16mm Diameter x 600mm long round Mild

steel dowel bars at 500mm c/c to structural

engineer's detailed drawing.

No. 158


COLLECTION









ELEMENT No. 2

WALLING AND PARTITIONING

WALLING

Hollow concrete block walling load bearing

(3.5 N/mm2) bedded, jointed and pointed

with cement and sand (1:3) mortar as

described including 20 SWG hoop iron double

strand every two courses built into joint of

block walling

A 200mm Thick walls Sm 83

Damp proof courses: hessian based

bituminous felt: bedded in cement and sand

(1:4) mortar: 300mm laps.

B 200mm Wide m 55

C G8 Welded mesh partition secured onto

UB254X146X37 kg/m Stanchions and

supported by 100x100x3mm mild steel in

standard vertical sections and 40x40x3mm

Mild steel diagonal intermediate sections:

including all acessories and fixed in place, one

coat of primer and two coats of synthetic

enamel paint and other necessary acessories

as per detail drawing.

Sm 152





ELEMENT No. 3

STRUCTURAL STEELWORK, ROOF STRUCTURE

AND COVERINGS

Structural framed steel work

The following in structural steel work

fabricated in R.H.S grade 250 including all

necessary welding, gusset plates, bolts and

nuts, base plates and primed by gun spraying

before fixing in position at specified heights

above ground level

A UB254X146 (weight 37 kg/m) Stanchion Kg 2,072

The following in various trusses spaning of

different sizes to Structural Engineer's details

B IPE Section 200 Rafters (weight 22.4kg/m) Kg 1,804

C IPE Section 140 Tie beam (weight 12.9kg/m) Kg 805

Structural unframed steel work

D 150 x 50 x 20 x 2mm Thick Z-purlins (weight

4.33kg/m)

Kg 1,974

E 50x 50x3mm Angles wind bracings (weight

4.51kg/m)

Kg 684

Plates and connections

F 8mm thick end plateswith 4no. 14mm

diameter holes for 12mm diameter HT bolts.

No 24

G Eaves Haunch cut out of IPE200 Portal Rafter No 12

H Apex haunch cut out of IPE200 Portal Rafter No 12

I 6mm thick steel plate with 2No 14mm

diameter holes to receive 12mm diameter

connection bolts

No 12

J 10mm thick steel plate with 8No 14mm

diameter holes to receive 12mm diameter HT

galvanised bolts

No 24

K 6mm thick Stiffener plates No 36

Bolts with nuts and washers

L Dia. 12mm Pcs 312





A 26 Gauge prepainted IT4 steel Roof covering

fixed to Z- purlin with proprietary fixings.m

2 435

B Ditto but ridge cover galvanized metal sheet

fixed to Z- purlin including RHS supports and all

necessary fixing accessories.

m 32

C Supply and fix Filler Blocks to Manufacturer's

instructions, size and shape to match roofing

sheet profile.

m 64

Metal work

D 3mm thick plate fascia; welded onto steel

rafters; complete with one coat of antirust and

two coats of approved metal paint.

SM 27

Rainwater goods as described:-

Mild steel; Grade GJ

E 3mm Thick galvanised mild steel gutters bent

four times bent; 1065mm girth; one side

dressed under roofing sheets; fixed with 50mm

x 50mm x 6mm thick metallic steel brakets at

2000mm centres. as per structural drawings,

complete with one coat of antirust and two

coats of approved metal paint.

m 65

F Extra over gutter for outlet to suit 200mm

diameter downpipes.

No 6

G Extra over gutter for stopped end No 4

PVC Key terrain fixed in accordance with

manufacturer's instructions

H 200mm Diameter uPVC down pipe secured to

block wall and jointed with approved

compound

m 32

I Extra over down pipe for bends No 18

J Extra over down pipe for shoe No 6


COLLECTION







ELEMENT No. 4

DOORS

STEEL CASEMENT DOORS

Supply and fix steel doors comprising 2mm

thick steel framing, infill and burglur proof;

including hinges, door locks, door handles (all

iron mongery as approved by project

manager) sliding rails, all necessary

accessories and one coat red oxide primer all

to Architect's drawings and specifications in;

A Foldable welded grilled metal door D1 overall

size 6000mm x 4000mm high

No 5

Painting to steel surfaces


chromate primer, one coat universal

undercoat and three coats of approved super

gloss enamel paint all in accordance with an

approved manufacturer's instructions to;

B General surfaces of all steel (measured flat

both sides)

Sm 240

C Allow a provisional sum of 500,000/= (Uganda

Shillings Five Hundred Thousand Only) for

signages as directed by the project manager.

Sum 1





ELEMENT No. 5

INTERNAL FINISHES

Finishing work includes all surface pre

cleaning, removal of mortar by chiseling,

making good edges of columns and beams,

preparation of grooves b/n surface where

ever indicated, preparation and application of

finish, polishing and cleaning after end of

work.

Floor Finishes

Cement and washed sand screed mix ratio

(1:3).

A 15mm thick to skirting Lm 55

Wall Finishes


B 15mm Thick to wall and concrete surfaces. Sm 83

Painting and Decorating

Prepare and apply two coats plaster primer

and three coats first grade vinyl silk paint all

in accordance with an approved

manufacturer's instructions internally on:

C Plastered walls and concrete surfaces Sm 83





ELEMENT No.6

EXTERNAL FINISHES

Floor Finishes

Splash Apron

A Splash apron comprising concrete paving

slabs(MS) on 200mm wide x 500mm deep edge

solid concrete block walls bedded and jointed

in cement sand (1:3)mortar, on 150mm thick x

600mm wide mass concrete class 20, (20mm

maximum aggregate) strip foundation, 50mm

thick sand blinding on 100mm thick hard core

bed with and including all the necessary

excavations and formwork.

Sm 35

Precast concrete class 20 finished fair on all

exposed surfaces including bedding, jointing

and pointing in cement and sand

B 50mm thick paving slabs in 600 x 600mm

pannels laid with straight broken joints in both

directions on and including a 50mm thick sand

bed.

Sm 35

Kerbs

C Provide, lay and joint in cement mortar (1:3),


splayed kerbs on splash apron edge

LM 59


mix ratio (1:3), trowelled smooth in two

coats: to

D Ditto but 15mm thick on vertical sides of splash

apron

Sm 30

Storm Water Drainage

E Storm water channel 300mm wide x 400mm

average depth (Internal). In 100mm thick insitu

cast concrete on 50 mm thick blinding, with

150mm thick block walls finished with cement

sand plaster (1:3) and cement sand (1:3) screed

to fall using water proof cement, covered with

a metal grill. All to architect's detailed drawing.

m 67





Wall Finishes


mix ratio (1:3), trowelled smooth in two

coats: toA 15mm thick to walls and concrete surfaces Sm 83

Prepare and apply two coats plaster primer

and three coats first grade weather guard


manufacturer's instructions internally on:

B Rendered surfaces Sm 83


COLLECTION







ELEMENT NO. 7 :

ELECTRICAL INSTALLATION

CABLE - SECONDARY DISTRIBUTION

A 3x1.5mmsq L.V cable for distribution lines: .All

cables shall be BASEC approved. P.V.C.

insulated cables shall be 500V/1000V grade to

B.S. 6004. Flexible cables shall be 300V/500V

grade to B.S EN 50525-1.

M 3063

B 3x2.5mmsq L.V cable for main distribution

lines: .All cables shall be BASEC approved.

P.V.C. insulated cables shall be 500V/1000V

grade to B.S. 6004. Flexible cables shall be

300V/500V grade to B.S EN 50525-1.

M 300

C 4x4mmsq armoured L.V cable for main

distribution lines:

M 200

ELECTRICAL POWER ACCESSORIES

D Two gang 2way and one gang two way

10A,240v,50Hz Switch contacts made of high

quality silver alloy material with agood

preformance against electric arc the on & off

operations switching cycles exceeding 100000

times for mechanical life, tested to 40000

operations at 10A rating, with all conduits,

boxes, wires and all accessories: use BS EN

60669-1,

No 3

E Power point and switching points assembly

incl. devices, conduits of 25mm, boxes, wires

,jumpers fixing , and all accessories:

No 56

ELECTRICAL LIGHTING ACCESSORIES

F 20W ,1200mm LED Tube light ,luminous

flux1850lm,voltage 220- 260 ,colors rendering

index 82,at maximum ambient temperature of

45 c in accordance IEC 62776,EN12464-2 or it's

equivalent

No 35

G Wall mounted receptacle double 13A socket in

accordance Bs 1363 or it's equivalent and with

secondary cables, conduits, boxes, wires and

all accessories:

No 7

H 3P+N a Socket boxes, wires and all accessories: No 6

I 150W LED Flood light ,voltage 240

,50Hz,,luminous flux14000lm,power efficiency

85%,beam angle 120,IP 65 Grade use IEC

62560

No 8

Total carried to summary




PANEL BOARD

A Distribution boad 32A with lockable doors

including comb bus bars,timer 3 MCB and all

accessories 6ways

No 1

EARTHING DETAILS INSTALLATION IN

ACCORDANCE TO BS EN/IEC 62305

B Concrete inspection chamber : size 300x300

internal dimension as to FURSE Cat No. PT005

or approved equivalent complete with heavy

duty manhole cover ,charcoal and sait solution .

NO 3

C Copper earth rod 16mm diameter, 1200mm

long; complete with tower earth clamps, nuts

and bolts for fastening to copper down

conductors.

NO 3

D 25mm x 3mm PVC-Insulated copper down

conductor complete with Gutter clamps, roof

conductor holders/ clips to FURSE Cat.No. TC

115, or approved equivalent.Fixed through a

conduit and embedded into the wall.

M 60

E 25mm X 3mm Copper test clamp with flush

inspection tape (test Link), as FURSE Cat. No.

CT 105, or equal approved.

NO 3

F 2000mm x 15mm air rod, Type A ;as to FURSE

Cat. No. RA 240 c/w multiple point, as to

FURSE Cat. No. RA 600, or approved equivalent.

N0 3

G Air terminals base as to FURSE Cat. No. SD 105,

or approved equivalent complete with tape

adapter and all accessories.

NO 3

H Equipotential bonding to indoor and outdoor

metallic parts consisting of bi-metallic

connectors and clips made of 8mm copper

round conductors.

M 40

I Surge Protective Devices (SPD’s) SPD’s shall

provide protection against lightning and

transient over voltages on phase/neutral,

phase/earth and neutral/earth modes.

NO 2

J Allow for testing and commissioning of the

installation

NO 1

TO COLLECTION

COLLECTION





BILL NO. 5

EXTERNAL WORKS

5

BILL No.5 EXTERNAL WORKS


A EARTH WORKS AND EXCAVATIONS 5/2

B PARKING AND WALKWAYS 5/4

C LANDSCAPING 5/5

D STORMWATER DRAINAGE 5/6

E MECHANICAL INSTALLATIONS 5/13

F ELECTRICAL INSTALLATIONS 5/19





Item Description Unit Qty Rate (Ugx) Amount (Ugx)

ELEMENT NO. 1 :

EARTH WORKS AND EXCAVATIONS

A Clear site of all bushes, scrub, tall grass, trees

not exceeding 600mm girth and grabbing up

their roots, load and cart away from site to a

dumping place gazetted by the local authority.

SM 1,839



site to a dumping ground that is gazetted by

the local authority, deposit, spread and level.

SM 1,839

Total Carried to summary




ELEMENT NO. 2:

PARKING AND WALKWAYS

A Shape to camber and falls and Compact

formation to 95% modified AASHO to receive

sub-base course

SM 702

B Imported gravel filling to make up levels and to

form sub base deposited in 150 mm thick

layers and compacted with a 10 - tonne roller

to 95% MDD (Provisional)

CM 211

C Base course layer of imported gravel on

formation stabilised with 6% lime deposited in

150mm thick layers and compacted with a 10-

tonne roller to falls and cambers.

CM 140

D Provide and lay 60mm thick cabro precast

concrete class 20 paviours in approved pattern

to the Architect's specification including a

50mm layer of sand blinding laid to falls and

cross falls

SM 106

E Provide and lay 80mm thick cabro precast

concrete class 20 paviours in approved pattern

to the Architect's specification including a

50mm layer of sand blinding laid to falls and

cross falls

SM 596

Kerbs

F Provide, lay and joint in cement mortar (1:3),


splayed kerbs on 140mmx350mm concrete

grade 15 bed and haunched on both sides

including earthworks.

LM 182

G Do. But curved LM 15

Painting

H Do. But gloss oil paint in multi colours to kerbs

200-300mm girth

LM 197





Acess

A Excavate in soft material for pipe culverts and

fill with hardcore filling to receive blinding

layer concrete 1:3:6 to receive culvert pipes

(M.S)

CM 14

Supply, deliver and install concrete pipes laid

on concrete bed and with concrete cover as

per drawings and technical specifications

provided; bed and cover of class 25/20

concreteB 600 mm internal diameter culverts, 100 mm

thickness made in concrete of class 30/20

reinforced with a double cage of 6mm

diameter steel bars (A142 BRC; 200x100) at a

circular spacing of 100 mm C/C and a

longitudinal spacing of 200 mm C/C per cage.

m 12

C Culvert End Structures: Construct 300mm thick

stone masonry in cement: sand mortar 1:3 mix,

for headwalls, wing walls and outlet structures

as per drawing and Technical specifications

provided.

SM 43

D Construct sides and bottom of cascades, drop

pits and outlets of culverts with concrete mix of

1:3:6 as per drawing and technical

specifications to the Engineers satisfaction.

CM 5


COLLECTION

Total Carried from page 5/3

Total Carried from page 5/4





ELEMENT NO. 3

LANDSCAPING

Lawn creation

Planting of lawns with

grassseedlings,including soil preparation(two

millings at least 15 cm deep, possibly

integrated by digging over, weeds removal,

raking and levelling of the ploughed for the

preparation of a good planting bed, mixed

grass seeds and namely Poa Trinalis Nemoralis

and Pratensis, Estuca Ovina and Rubra,

Agrostis Tenui and Lolium Perennis or

equivalent type with a maximum percentage

of 20% proportioned in 25/30 g/sq, including

following raking of the ground to incorporate

seeds, rolling, watering and whatever might

be necessary. ) and soil works during and

after planting, watering (according to plant

season) and first two cuttings of the lawn (2-3

weeks and 4-5 weeks after seeding).

A The contractor is responsible for seeding and

the good growth, health and aspect of the lawn

until its fully grown and should take any

additional measures if necessary including all

other necessary works.

SM 1,137

B Provide, lay and joint in cement mortar (1:3),

150mm x 230mm precast concrete garden

kerbs on 140mmx350mm concrete grade 15

bed and haunched on one sides including

earthworks.

m 262

C Dig up holes fill with black fertile soils, plant

flowers and keep watered until established

NO 15

D Dig up holes fill with black fertile soils, plant

tree seedlings and keep watered until

established

NO 10





ELEMENT NO.4

STORM WATER DRAINAGE

Surface drainage

450mm wide steel grated drain (approximate

length 51m)

ALL PROVISIONAL

A Excavate trenches commencing from reduced

level but not exceeding 1.5m deep for storm

water channels.

CM 10

B Load from spoil heaps and cart away surplus

excavated materials

Cm 10



C 50mm blinding layer below: Storm water drain

bed.

SM 23



(maximum) cast into formworks and vibrated

around rod reinforcement bars.(MS) In:

D 150mm thick water drain bed and walls CM 10

STEEL FABRIC REINFORCEMENT TO BS 4483 as

described

E No. A 142 Fabric Mesh reinforcement weighing

2.22 Kg. per square meter.

SM 69

FORMWORK TO:-

F Vertical sides of concrete walls SM 77

G 50mm x 50mm x 6mm mild steel angle with

lugs cast in channel walls.

LM 102

H 400mm wide mild steel metal grating in

1200mm lengths comprising 25mm x 5mm

thick round bars welded onto 50mm flats at a

spacing of 30mm c/c and fixed into angle line

(MS).

LM 51





ELEMENT NO. 5

MECHANICAL SYSTEMS

PART No.1- Cold and Hot Water Supply System

Cold and hot water pipes shall be

Polypropylene Random Co-polymer resins (PP

Type 3 raw material) PPR pipes for cold and

hot water , and be fixed to slabs, walls, beams

or etc…with metal straps or similar material.

Unit price shall include all associated civil

works and necessary fittings such as T, bends

etc. according to the drawing. All water pipes

shall be tested with pressure of 10kg/cm

(10bar) at the expense of the contractor.

Supply, lay and connect Poly propylene (PPR-

PN20) pipes for both internal cold and hot

water supply at risers and to fixtures as per

the drawing shown, complete with all the

necessary connecting accessories such as

metal inserts (plastic finished internally),

bends, unions, Tees, etc. Cost shall include all

incidental works thereto such as chiseling,

filling with mortar, supporting with tension

wire at at least every 50mm.

A 40mm Diameter pipe m 160

B 32mm Diameter pipe m 60

C 25mm Diameter Pipe m 10

D 20mm Diameter pipe m 10

supply and install galvanized steel(GS) pipe for

municipality extension fire fighting system and

roof installation with pressure rating of PN16

with all fittings and gate valves where required.

E Internal diameter of 20mm m 150





A Internal diameter of 50mm m 316

Cold water pipes shall be High Density

Polyethylene (HDPE) pipes, and be laid in

trench as shown in the sanitary site drawing.

Provide 100mm thick sand bedding material

rammed and tamped and 150mm thick

approved material to cover the pipe all as per

the typical trench section and detail. Unit

price shall include all associated civil works

and necessary fittings such as T, bends etc. as

shown on the drawing. All water pipes shall

be tested two times the working pressure or

160 meters head, which ever is greater at the

expense of the contractor.

B Internal diameter of 40mm m 90

C Internal diameter of 50mm (including

Municipal connection)

m 50

D Internal diameter of 65mm m 400

E Supply and install fire hydrant stand 100mm

internal diameter with all accessories as shown

in the site drawing

No 2


COLLECTION







PART No.3- Fire Fighting and Domestic Water Pumps

A Diesel pump (1 unit)

Q = 8 L/S

H = 45m

Electric pump (1 units)

Q = 7 L/S H = 45m

Jocky pump (1 unit)

Q =1 L/s

H = 45m

B Efficiency of the pumps > 60 percent set 1

C supply and fix variable speed domestic water

pump set with stand by, connections and

accessories, and based on the following rate.

a. Qmax=3 l/s,Qmin=0.5 l/s H=20m set 1

D Cylindrical elevated water tanker or GPR

equivalent, 100,000 liter on slabas per the

detailed drawings

No 1


Factory assembled Fire pumps with steel base

approved by the Engineer. The Assembled

pumps shall be connected to the Electric

driven ,Main and Jocky pumps and one Diesel

Driven pump with interlocking arrangement

so that Main and Jocky pumps are expected to

work by sensing the water demand and run

independently or concurently when

necessary. The Diesel driven pump is to run

when there is power interruption in which

case it shall automatically pump water on

sensing the main power interruption to meet

the demand. The assembled pumps shall also

be assembled with control accessories that

facilitate the automatic operation when

maintenance is required like valves, fittings,

pressure switches & other necessary fittings

and mechanical and electrical control system.

Electrical control system or control panel shall

be complete with components like phase loss

phase gain ,Voltage fluctuations , dry run

protections and any other safety devices and

accessories.




PART NO.4- Waste, Vent and Rain Water

Pipes and Accessories

Supply and lay approved quality storm water

uPVC, PN-6 down pipes according to the

drawing including all the necessary

connecting accessories.

A Nominal Diameter. 110 mm m 210

Construct 150mm thick concrete ditch around

building and parking 200mm bottom layed

upon lean concrete,compacted fill

underneath, including plastering inside wall

and 540mm wide factory made cast iron grill

as per the drawing.

B Internal width,400mm(200m length) m3 12

Waste Water Drainage

Supply and install waste water pipes made of

rigid plastic pipe (upvc).PN-8, of approved

standard including fittings like bends,Y's,

T's,clean out,chromed metal support etc. for

internal and all installations works incidental

works .

C 50mm Diameter of min. pipe wall

thickness=2mm

m 100

D 80mm Diameter of min. pipe wall

thickness=3mm

m 50

E 110 mm diameter of min. Pipe wall

thickness=3.2mm

m 170

F 150 mm diameter of min. Pipe wall

thickness=4mm

m 95


All domestic waste, vent and storm water pipe lines shall be

comply to BS 459, BS 4660, BS 5481 as appropriate, using

double ring seals and gaskets complying with BS 2394 uPVC,

PN-4 pipes and shall be provided with a minimum slope as

stated in the drawing. Pipes and necessary fittings shall be

standard quality and free from damage during storage,

construction and etc. Unit price shall include all the

necessary associated civil works, such as excavation

cartaway, fixing or hanging to walls, beams or slabs. etc.,

necessary fittings such as bends, Y, etc. Storm water

uPVC,PN-4 pipes shall resist the external temperature and

the quality shall meet the purpose.




Supply, install, test and commissioning vent

caps of rigid uPVC to be connected to the roof

terminal of vent pipe as shown on the riser

diagram,Complete with all the necessary

sealing gaskets and accessories .

A 50mm diameter No 10

Waste water Manhole

B Construct manholes on a sanitary sewer

drainage systems as shown on the drawing in

230mm thick brick wall, 150mm thick

reinforced concrete bottom slab and 120mm

thick reinforced cover slab including all

reinforcement and associated civil works,

depth not exceeding 1750mm

No 4

Solid Waste Bin

C Supply and install 10m3 waste bin complete

with one coat of red oxide primer before site

delivery and two coats of epoxy enamel paint

all as per Architect's detail drawings, all

accessories and l other incidental works.

No. 1


COLLECTION







PART NO.5- Rainwater Harvesting

A Underground rainwater harvest reservoir of

150m3 capacity made of reinforced concrete

200mm bottom slab, 200mm thick reinforced

concrete wall and 200mm top cover with cover,

outlet pipe and necessary details all as shown

on the Sanitary drawing.

No. 1

Supply and install galvanized steel(GS) pipe for

connection from reservoir to roof water tanker

with pressure rating of PN16 and provided

with all fittings and gate valves where

necessary.

B 50mm Diameter pipe ml 130

C 32mm Diameter pipe ml 210

D supply and fix variable speed domestic water

pump set with stand by, connections and

accessories, and based on the following rate.

Q=5.4l/s, H=32m, Effcieny > 60% No. 1

PART No. 6-WATER RESERVIOR

2M3 WATER TANK

For Domestic water storage

E Supply and install GRP (GLASS REINFORCED

PLASTIC) or Equivalent water tanks on Steel

support at height of 10meters as shown on the

drawings.

No 1

F Dia. 50 mm strainers with foot valve No 2

G Dia. 50 mm HDPE drain and over flow pipe

nearest storm drain manhole (P.Q.)

m 80

H Bronze Gate valve on drain pipe, dia. 50mm No 3

I Dia. 100 mm vent pipe with cap No 2

J Dia. 50 mm float valve No 2

K Dia. 50 mm Bronze gate valve on inlet pipe No 2

L Automatic level switch to be connected to

domestic pumps to avoid (protect) dry

running.

No 2

M Dia. 50mm HDPE connection pipe with Bronze

gate valve.

No 2





1 Cold and Hot Water Supply System UGX

2 Fire Fighting and Domestic Pumps "

3 Waste, Vent and Rain Water Pipes and

Accessories

"

4 Rainwater Harvesting "


SUMMARY

MECHANICAL SYSTEMS




ELEMENT NO. 6 : ELECTRICAL INSTALLATION

ELECTRICAL TRANSFORMER

A No 1

B 3Phase Energy Meter and umeme applications

fees with all it's accessories

No 1

C MV 12 &10 meter wooden Poles ,stub with

standard stay assembly set in accordance to BS

1990-1:1984

No 8

D 11KV Tee-off (H-Pole),cross sum,11kv

Polymeric insulators,bolts and nuts,surge

voltages arrestor protection,MV 50

mmsq,parallel Groove clamp , MV 50Sqmm

preformed dead Ends.

No 1

E 11kv drop out fuse isolator No 1

F Mv grounding installation for surge arrestor

and transformer

No 1

G MV 185mmsq 3C 33kV cable No 60


150kvA /11kv with vector group dyn11,type

copper Distribution Transformer mineral or oil

filled sealed -immersed;installation indoor

/outdoor,number of phases 3,Frequency

50Hz,rated low voltage 415,tapping on HV (off

circuit tap changer with in range of ,+4-

2x2.5%and 5%) ,ONAN natural air-cooled,

temperature rise in oil/windings 57/65 c

Maximum ambient temperature 55 c,altitude

<1000m,insulation class A,External surface

treatment

HDG600P7(Galvanising+painting),sound power

level with in range of 69dB,No load loss 710W

,load loss 4600w,overall dimensions height

with in range of 1450mm,length1140,width

880mm,oil volume 320L,total wight

1690kg,short circuit impedance 4.5%,also

standard accessories pressure relief valves with

contacts ,oil temperature indicators with

contact, oil level sight ,marshalling box ,HV & Lv

cable boxes (removable and reversible),skid

base,drain valve .this equipment should

confirm in all respects to high Standards of

engineering design requiemets IEC 60076-

11,BS 148:2009, or it's equivalent.




A 11KV Intermdiate ,cross sum,11kv pin insulator

,bolts and nuts,MV 50 mmsq parallel Groove

clamp .

No 1

B 11kv Terminal(H-Pole) ,cross sum,11kv pin

insulator ,bolts and nuts,surge voltages

protection,MV 50 mmsq parallel Groove clamp ,

MV 50Sqmm preformed dead Ends.

No 1

C 6way Feeder pillar outdoor type with concrete

foundation or feeder pillar pinth, panel made of

2.5mm hot dip galvanized GI sheet coated with

permanent paint of suitable size double door &

locking arrangement with the following incomer

MCCB 250Amp 4pole .HRC fuses,50x6cu bus bar

3Ph&N,volt meter(0-500v),Ammeter (0-

1000A)Danger board,dimension requirements

tentative size 1200x800x600mm refer to BS EN

61439-5::2015 or it's equivalent

No 3

D 750X450MM (internally) manhole 600mmdeep

invert consisting of150mm thick concrete block

well,benched and channeled in 20mm thick

water proofed cement/sand screed including

excavation and medium duty approved cast iron

cover and frame

NO 6

Automatic transfer switch

D Automatic transfer switch(ATS) 250A type

Motorized also should have controller display &

keypad integral part ,voltage,frequency sensing

for both normal & emergency sources additional

features controller power supply ,expansion

module,current sensing card,commumication

module ,transfer alarm provide signal each time

emergency occurs ,surge suppression,time

delays,rated operation current AC-21A(Ie),AC-

22A(Ie),AC-23A(Ie),AC-31B,(Ie),AC-33B(Ie),(380-

415)1000A,Conventional fee-air thermal current

q=40 c, rated impulse withstand voltage

12kv,rated insulation voltage 1000v,rated

operation voltaget1000v,rated short time

withstand current for 1 s 50killoampere rms

,motor operation voltage 220-240v AC ,Power

loss 19w,pollution degree 3,namber of poles

4,degree of protection IP 20 and the enclosure

complies to IP65,ATC Complies to BS 6527, BS

6667, BS EN60947-6-1:2005+A11:2014 or it's

equivalent

No 1





A Voltage stabilizer Power rating 500kvA input

voltages 400-500v,output voltage 415v output

accuracy ± 1 %phase to phase,frequency 50Hz,

input current at 415 695.6A,over load capacity

110 % for 10 minutes mode of operation Auto

/manual selectable,dutycycle continuous on

full load,efficiency better then 98 %,cooling

natural air,losses at no loads 0.12%,losses at

full loads 0.7%,metering Analog /digital for

phase &current flow voltage with suitable

selector switch,protection over load cutoff

/short circuit protection low&high voltage out

of input range alarm or cutoff, phase reversal

alarm or cutoff operation temperature 0 to 50 c

standard IEC/UNE-EN 60076-11,61439-1or it's

equivalent

No 1

Generator set Specification

B 100KVA Generator sets as per Specification

here-below. All ratings are for 40 deg C

ambient temperature 1312 meters’ altitude

above sea level and 66% average relative

humidity in accordance with BS 5514.Engine

Radiator cooled heavy duty diesel continuously

rated to BS 5514,with Cooling Radiator,Engine

flitration heavy duty dry type also for

fuel,lubricaton oil ,emergeny automatic

shutdown, control power command systems

for engine and generator function Noise level

better than 40dB (A) at 20m from the

generator set.,12/24V starting system

complete with high capacity lead acid starting

batteries rack mounted on machine base frame

.

No 1

C Fittings to include fuel fill point, fuel gauge,

breather, drain plug and flexible fuel

lines.(standby) capacity of at least 10% for one

hour in twelve to IEC 34-1, BS 5000, BS

4999/40.Voltage Regulation.

No 1

D Rack u16,with fan,and earthing details in

Compliance to IEC 60297-3-101

No 1





A No 1

B 48 Point Switch with 2 fiber optic interface &

GE (10/100/1000),Uplink Interfaces 2 x

10/100/1000 uplinks and 2 SFP

uplinks,throughput 6.5 Mpps,Backplane

Capacity 16 Gbps,Topology Ethernet

(10/100BaseTX)/Ethernet

(10/100/1000BaseT)Gigabit Ethernet

(SFP)Architecture Layer 2 Switching (basic

connectivity), Voice Enabled

No 1


Router with optical fiber interface, Supported

Cards,4-Port 1000BASE-SFP-L2 Ethernet

Interface Card to 24-Port

10/100/1000BASE(RJ45)-L2/L3 Ethernet Switch

Interface Card,Service interfaces (standard

configuration)WAN interfaces: 2 GE electrical

interfaces and 1 GE combo interfaceLAN

interfaces,Expansion Card Slots 4 SIC slots and

2 WSIC slots, RPS150 Supported,Memory 1

GB,Flash 512 MB,Power module type Built-in

AC power module,Fan type Built-in

fansin,Power Switch(1)power switch,(2) AC

Power Jack (3) Two USB interfaces (host)(4) RPS

power socket (5) Mini USB interface(6) Micro

SD card slot (7) CON/AUX interface(8) WAN

interface: GE combo interface (9), RST button

,DSP slots 2,USB 2.0 ports 2,Mini-USB ports

1,Console port 1,Maximum power 150W,AC

power 100 V-240 V,Frequency 50 Hz/60 Hz,DC

power -48 V~-60 V,Ambient temperature 0oC

to 45oC,WAN speed with services* 800

Mbps,Firewall performance (large packets)

3Gbps,Number of recommended users

300,Fixed WAN ports 3xGE (1xcombo port),SIC

slots 4,WSIC slots(default/max**) 2/4,XSIC

slots(default/max**) 0/2,Voice service card,1-

Port VE1 Interface card,4-Port FXO Voice

Interface Card,Dimensions(height x width x

depth) 44.5 mm x 442 mm x 420

mm,accordance to IEC60603-7-

4,ISO/IEC11801or it's equivalent.




NATIONAL INFORMATION TECHNOLOGY

AUTHORITY ( NITA ) FEES

No 1

A Capacitor bank of 30kvAr With power factor

controller,Nominal voltage and frequency:

208 up to 600V – 50Hz (standard

range),Automatic capacitor bank tests:Insulation

test, Functional test.Operation:

Automatic or manual setting of the controller

with indication of:The number of active outputs.

The inductive or capacitive power factor.Alarm

conditions.Overtemperature. Demand for

switching on/off of a capacitor step. Overvoltage

and undervoltage protection.Dielectric losses:

less than 0.2 Watt/kvar.

Capacitor total losses: less than 0.5 Watt/kvar

(dischargeresistors included).

Automatic bank total losses:without reactors:

less than 1.5 Watt/kvar (including losses from all

accessories),Dry type, self-healing, according to

EN 60831-1&2.

No 1

CABLING

B Connection between the transformer and

automatic transfer switch by 4x120 sqmm XLPE

copper cable complete with termination

,shrouding protection against touch and all

accessories will be at measrement

M 100

C Connection between the Generator and

automatic transfer switch by 4x120 sqmm XLPE

copper cable complete with termination


accessories will be at measrement

M 80

D Connection between the main feeder pillar

and automatic transfer switch by 4x120 sqmm

XLPE copper cable complete with termination


accessories will be at measrement and earthing

M 30

E Inter Connection between the main feeder

pillars 4x95 sqmm XLPE copper cable complete

with termination ,shrouding protection against

touch and all accessories will be at

measrement and earthing

M 320





COLLECTION








BILL NO. 6

DAY WORKS

6

BILL No.6 - DAY WORKS

SUMMARY PAGE NO. AMOUNT (Ugx)

A ELEMENT NO. 1 : LABOUR 6/3

B ELEMENT NO. 2 : MATERIALS 6/4

C ELEMENT NO. 3 : PLANT 6/5






ELEMENT NO.1

Labour

General

A Work shall not be executed on a day work basis

except by written order of the Project Manager.

Tenderers shall enter basic rates for day-works

in the schedules, which rates shall apply to any

quantity of daywork, and the extended total for

day work shall be carried forward as a

Provisional Sum of the Final Summary.

Labour

B Payment of labour authorised by the Engineer to

be employed on Dayworks will be the net

amount of such labour in accordanc with the

Contractor, plus the percentage addition also to

be inserted by the Contractor.

C The rates inserted against each category of

labour will be deemed to be the hourly wages

paid to workmen and change hands, working

with their gangs, inclusive of allowances for

Housing, Holidays with pay, Annual Leave, Sick

Leave, Safari Allowance and allowances required

by Government enactments concerning

regulations of wages and conditions of

employment.D The Percentage Addition net amount of wages

defined above will be deemed to cover:-





Supply, Transport about the Site Use,

Maintenance and removal of ordinary hand

toos and equipment used in Dayworks (such as

picks, shovels, barrows, ladders, hand saws, bar

benders, scaffolding, hose, rubber boots,

special clothing, tarpaulins and all items of

aline nature), Insurance Superitendence,

(including wages fo Foreman, water supply,

aritificial lighting, over-heads, head office, site

staff, and establishment charges, Profit and all

other laibilities and obligations wheatsoever.

Net Amount of Wages

A Skilled Labourer Hrs 8

B Unskilled Labourer Hrs 8

C Craftsmen Hrs 8

D Mason Hrs 8

E Concretor Hrs 8

F Carpenter Hrs 8

G Electrician Hrs 8

H Roofer Hrs 8

I Painter Hrs 8

J Plumber Hrs 8

K Light Plant Operator (Compressors, Mixers, Hrs 8L Heavy Plant Operator (D7 Graders, Excavators,

etc)

Hrs 8

M Ganger Hrs. 8

SUB-TOTAL

N Allow for Percentage Addition of Net Amount of

Wages to cover Tools, Insurance, etc., as defined

above

%





ELEMENT NO.2

Materials

A Payment of materials authorised by the Project

Manager to be used in dayworks will be the net

cost of supply and delivery to site of such

materials, in accordanc with the rates to be

inserted below by the Contractor plus the

percentage addition also to be inserted by the

Contractor.

B The net cost of supply and delivery of site of

materials shal mean the cost, including delivery

to site, or in the case of materials supplied form

the Contractor's Stock, current prices plus

justifiable charges for handling and delivery to

site. Where materials are not left in the work,

50% only of such cost will be allowed for use and

waste.

C The percentage addition on net cost of materials

as defined above will be deemed to cover

Insurances, Overheads, Head Office, Site Staff

and Establishment Charges, Profit and all other

liabilities and obligations whatsoever.

D Cement, Ordinary Portland or Equivalent in bags. KG 50

E Mild Steel reinforcement bars up to 20mm

diameter to BS 4449 or equivalent.

KG 50

F A142 Mesh Steel reinforcement SM 5

G Fine aggregate for concrete Ton 7

H Sand for plastering Ton 7

I 100mm Diameter unplasticised PVC drain pipe LM 12

J 25mm Diameter galvanised steel pipe LM 12

K Emulsion Paint Ltr. 20

L Gloss oil paint Ltr. 20

M 50 x 100mm soft wood LM 10

N 50 x 100 mm hardwood LM 10

O 450 x 200 x 200 mm Concrete Block NO 10

P 450 x 200 x 150 mm Concrete Block NO 10

Q 50 x 50 x 6mm steel angle KG 10

R 150 x 150 x 6mm white glazed wall tiles NO 20

SUB-TOTAL

S Allow a percentage addition of net cost of

materials to cover Insurance, Over head

Charges, Profit, etc., as defined above.

%





ELEMENT NO.3

Plant

The rates inserted herein are to include for all

operations and maintenance costs, fuel coil,

grease, drivers and turnboys, wages,

supervision, overheads and profits. Only time

actually employed upon the work will be paid

for and the rates should not include for idle

time, travelling and overtime. All types of plant

must be priced

Net Hire Charges for Plant

A Dumper 1 tonne Hrs 10

B Concrete mixer lt.350/500 Hrs 10

C Concrete mixer 3cm Hrs 10

D Welding set 300 Amp (single operator) Hrs 10

E Steel bending machine Hrs 10

F Power drill 35mm / 1300 rpm Hrs 10

G Steel cutting machine Hrs 10

H Surface grinder Hrs 10

I Power saw Hrs 10

J Concrete vibrator (porker type) Hrs 10

K Traxcavator Hrs 10

L Compressor with jack hammers 250CFM Hrs 10

M Steel scaffolding 500M² Hrs 10

N Mobile crane 8 tonnes Hrs 10

O Tower crane 3 tonnes Hrs 10

P Tipper 10 Tonnes Hrs 10

Q Tipper 20 Tonnes Hrs 10

R Pick-up 3 tonnes Hrs 10

S Water pump - 5m³ per hour Hrs 10

T Water truck - 15000 litres Hrs 10

U Tar sprayer Hrs 10

V Roller 5 Tonnes Hrs 10

W Concrete making machine (600 blocks a day

capacity)

Hrs 10

X Compactor 1Tonne Hrs 10

Y 100 KVA Generator Hrs 10

SUB-TOTAL

Z Allow for percentage addition of net cost of

materials to cover Insurance, Overhead charges,

Profit, etc. as defined above

%



BILL OF QUANTITIES ORA TECHNICAL INSTITUTE · Preamble to Bill of Quantities The objectives of the...

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Transcript of BILL OF QUANTITIES ORA TECHNICAL INSTITUTE · Preamble to Bill of Quantities The objectives of the...