UNPRICED BILLS OF QUANTITIES (COST ESTIMATE) BUILDING WORKS

Cover Page - BoQ

CLIENT

BUSITEMA UNIVERSITY

P.O BOX 236

Tororo, Uganda

PROJECT QUANTITY SURVEYORS

SIGMA IMMOBILI LIMITED

P.O. Box 34106

Plot 4, Habitat Road Namuwongo

Kampala, Uganda

Feb-21

PROPOSED LECTURE AND LABORATORY BLOCK AT BUSITEMA

UNIVERSITY MARITIME INSTITUTE NAMASAGALI CAMPUS, KAMULI

DISTRICT.

UNPRICED BILLS OF QUANTITIES (COST ESTIMATE)

FLEXI DESIGN

PROJECT CONSULTANT

Plot 15, NTINDA ROAD

P.O. Box 36582

Kampala, Uganda.

TEL: +256782454041/+256774256997/0414690798

BUILDING WORKS

Volume 2A -Blank BOQ for building works-update

Signature Page

Sigma Immobili Limited

Project Quantity Surveyors

Plot 4, Habitat Road, Namuwongo

Tel: 0414-510532

Email: [email protected]

INTRODUCTION PAGE

Kampala, Uganda

BILLS OF QUANTITIES

These Bills of Quantities are supplied as part of the Tender Documents for PROPOSED LECTURE AND LABORATORY

BLOCK AT BUSITEMA UNIVERSIRT MARITIME INSTITUTE, NAMASAGALI CAMPUS, KAMULI DISTRICT.

Prepared by:-

P.O. Box 34106

Volume 2A -Blank BOQ for building works-update 1

Signature Page

Bill No.

1 - 2

3 - 5

1 General Conditions of Contract & Preliminaries 6 - 23

2 Specifications 24 - 24

3 lecture block 25 - 116

4 External Works 117 - 125

5 Furniture & Fittings 126 - 144

CONTENTS PAGE

Special Instructions to Contractor

PROPOSED LECTURE AND LABORATORY BLOCK BOQ FOR BUSITEMA

UNIVERSITY, MARITIME INSTITUTE

CONTENTS PAGE

Consisting of Page No.

Main Summary

Introduction Page


Fly.sht Main Summary

MAIN SUMMARY


Main Summary

Bill

No. Page No. Amount (Ugx)

1 1/S -

2

3 3/S -

4 4/S -

5 5/S -

6 Volume 2C

7 Volume 2B

-

-

-

-

-

ELECTRICAL INSTALLATIONS

GENERAL CONDITIONS & PRELIMINARIES

SPECIFICATIONS

LECTURE BLOCK

SUB-TOTAL

ADD: CONTINGENCIES 5%

SUB-TOTAL

PROPOSED MARINE ENGINEERING BLOCK AT BUSITEMA

UNIVERSITY MARITIME NAMASAGALI, KAMULI DISTRICT

Description

EXTERNAL WORKS

FURNITURE & FITTINGS

ADD: VAT 18%

GRAND TOTAL

MECHANICAL INSTALLATIONS


Fly Sht. Special Instructns

SPECIAL INSTRUCTIONS TO CONTRACTOR

INSTRUCTIONS TO TENDERERS


Special Instructions P

R

O

Item

1.0

1.1

2.0

2.1

3.0

3.1

4.0

4.1

5.0

5.1

SITE RESTRICTIONS

The Contractor is to adhere to the instructions and regulations set by the Project Manager as

per site requirement / management

SITE ACCESS AND CONTRACTOR'S SET-UP

The site accsess is as per the site layout drawing and the Contractor is expected to visit the

site prior to submission of tender and aquaint themselves with the site, and shall submitt

together with their tender proposals for site establishment and set up.

TEMPORARY WORKS AND EQUIPMENT SITE LAYOUT

Description


GENERAL

The Contents of this Section are intended to assist the Contractor to appreciate the project and

the conditions under which the works shall be executed. Should the Contractor feel that there

shall be costs associated with the compliance with any of the conditions set out below, such

costs should NOT be priced within this section but should be included in Bill No. 1 (General

Conditions of Contract & Preliminaries) or within the rates for the measured works as the

Contractor may deem appropriate.

GENERAL SCOPE OF THE PROJECT

The project comprises construction of a Lecture and Laboratory block inclusive of all

Mechanical and electrical installations plus all general External works and Landscaping.

The Contractor is required to mint details on how they intend to set out their Temporary Works

and Equipment on site, including any changes thereto as the works progress. This MUST be in

the form of a Site Layout Drawings. The layout MUST show items such as the Crane/Hoist

Position and, location of concrete batching/mixing plant (if any) etc


Special Instructions P

R

O

Item Description


SI/1

6.0

6.1

6.1.1

6.1.2

6.1.3

6.1.5 Steel and Metal Works

6.1.6 Aluminium works

6.2

SI/2

The bidder shall provide a work programme for specialist works including clearly indicating

dates when materials shall be procured and delivered on site for use.



SPECIALIST WORKS

The Contractor shall be required to demonstrate that they have sufficient in-house capacity to

execute the following specialist works either on Sub-contract basis or by themselves:

Carpentry and Joinery

Electrical Installations

Mechanical Installations


Fly sht - Prel & Gen Conds

&

BILL NO.1

GENERAL CONDITIONS

PRELIMINARIES


Bill No. 1 - Prel & Gen Conds

Item Amount (Ugx)

Pricing of Items of General Conditions of Contract and Preliminaries

A PRELIMINARY PARTICULARS

A1 Definition of terms

(i)

(iii)

(iv)

(v)

(vi)

(vii)

(viii)

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1/1

Description

BILL NO.1


Wherever in these Bills No. 1 the contractor does not insert his price against an item,

the value of such items will be held to include his rates for all items in the following

Bills of Quantities.

The Contractor shall be deemed to have satisfied himself before tendering as to the

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

stated in the Schedule of rates which rates and prices shall cover all his obligations

under the Sub-Contract and all matters and things necessary for the proper completion

and maintenance of the works

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

contract documents shall mean "…................", P.O. Box ………...''

Mechanical Engineers: The term “Mechanical Engineers” wherever used

hereinafter and in all contract documents shall mean

“xxxxxxxxxxxxxxxxxxxxxxxxxxxx".

Carried to summary UGX.


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

contract documents shall mean “XXXXXXX”, P.O Box "XX"

Project Manager / Consultant: The term “Project Manager” wherever used

hereinafter and in all contract documents shall mean XXXXXXX”, P.O Box

"XX"

Architect: The term “Architect” wherever used hereinafter and in all

contract documents shall mean “FLEXI DESIGN", " PLOT 15,P.O BOX 36582,

NTINDA RD"

Quantity Surveyor: The term “Quantity Surveyor” wherever used herein

and in all contract documents shall mean "QS. SAMUEL ERIC BAYO Reg.

No. 136" "SIGMA IMMOBILI LTD" , Plot No. 4, Habitat Road, P.O. Box 34106,

Kampala, Uganda

Civil/Structural Engineer: The term "Civil/Structural Engineers"

wherever used hereinafter and in all Contract documents shall mean

"xxxxxxxxxxxxxxxx"



Item Amount (Ugx)Description

BILL NO.1

Definition of Abbreviations

“ B.S.” shall mean The current British

Standard of

Specification published

by the British Standard

Institution, Park Street, “ NO.” shall mean Number

"LM" shall mean Linear Meter

"M" shall mean Linear Meter

"SM" shall mean Square Meter

"CM" shall mean Cubic Meter

"Ditto" shall mean The whole of the

preceding description "M/S" shall mean Measured separately

"BSM" shall mean Both sides measured

"P.C" shall mean Prime cost

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

exceeding 150mm in

girth, and all items

described in this

manner shall be

(ix)

(x)

(xi)

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1/2

Electrical Engineers: The term "Electrical Engineers" wherever used

hereinafter and in all contract documents shall mean

“xxxxxxxxxxxxxxxxxxxxxxxxx"

Works: The term "Works" wherever used hereinafter and in all contract

documents shall mean all or any portion of the works, materials and

articles wherever the same are being prepared or manufactured which are

to be used in the execution of this contract, and whether the same be on

the Site of the building or not. It shall also be deemed to include the work

of all Sub-contractors and all variations.

Contract: The term “Contract” wherever used hereinafter and in all

contract documents shall mean the Tender, Articles of Agreement and

Conditions of Contract, Form of Bond, Drawings, priced and signed Bills of

Quantities






BILL NO.1

(xii)

(xiii)

(xiv)

(xv)

(xvi)

(xvii)

A

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1/3

Site

No claims will be allowed for travelling or other expenses which may be incurred by the

Contractor in visiting the Site for the Tender of the Works.

Limitation of site: The site of the works shall be solely for the purposes of

executing and completing the Contract to the satisfaction of the Architect.

Contract Drawings: The term “Contract Drawings” wherever used

hereinafter and in all contract documents shall be deemed to imply the

drawing referred to in these Bills of Quantities.

Site: The term “Site” wherever used hereinafter and in all contract

documents shall mean the lands and other places on, under, in or through

which the Works are to be executed or carried out and any other lands or

places provided by the Employer for the purpose of the contract.

Approved, Directed and Selected: The terms “Approved”, “Directed” and

“Selected” wherever used hereinafter and in all contract documents shall

mean the approval, direction and selection of or by the Architect.

Singular and Plural: Words importing the singular only wherever used

hereinafter and in all contract documents shall also include the plural and

vice versa where the context requires.

The contractor shall make every effort to avoid any disturbance amounting

to nuisance by hmself or his sub-contractors to the occupiers of the

contigious properties by reasons of noise, dust, traffic and the like or by

neglect to control workmen and materials

The contractor shall comply with all reasonable instruction of the Architect

on movements in the areas of the site other than those of areas necessary

for carrying out the works

Materials excavated from site: All building materials or other objects

found on site or prodeuced as a reasult of building operations shall remain

the property of the employer. Such materials maybe utilised for the

execution of the contract only with written consent of the Architect. The

quantity so used shall be measured and the value assessed by the Q.S and

deducted from the contract sum

The site of the proposed work is on PLOT XX, BLOCK XX, XXXXXX - DISTRICT

The Contractor is recommended to visit the Site and he shall be deemed to have

acquainted himself therewith as to its nature and position and means of access, etc. and

no claim for extra payment whatsoever shall be entertained as a result of the

Contractors failure to make allowance in his tender for costs arising in connection with

site conditions of which contractor ought reasonably to be aware following the site and

inspection






BILL NO.1

A2

Item Floor Area (SM)

1 2,383

2 1,784

3 2,038

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1/4

SCOPE OF CONTRACT

The works to be carried out comprises construction to completion including all finishes

and fittings plus all services fitted to place in a manner comfortable to be occupied by

the client of the following:

Ground floor

First floor

Second Floor

in accordance with the Drawings, Specifications and Bills of Quantities.

Susbtructure: Works shall comprise site clearance, excavation to a depth determined at

site and approved by the Structural Engineer anti-termite treatment, concrete blinding

of class 10, reinforced concrete works of class 20 including all necessary

reinforcement, formwork, curing, backfilling and removal of debris from site

Description

RC Frame: Works shall comprise reinforced concrete class 25 for the structural

elements, including all necessary reinforcements, formwork, curing and removal of

debris from site

Walling: Works shall comprise concrete block works of different sizes as per

Architectural layout well laid on DPC for ground levels, blocks well jointed in mortar of

mix 1:4 complete with all necessary plumbing, curing and removal of debris from site

Roof: works shall comprise of green havey clay tiles, seated in well seasoned timber

elements including battens, rafters, tie beams, struts and ties, wall plate complete wth

all necessary plumbing, jointing and removal of debris from site






BILL NO.1

A3

(a)

(b)

A4

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1/5

Finishes and fittings: All these works shall be in accordance to Architects design

layout, finishes schedule and opening schedules

External works: Works shall be in accordance to Architects layout and approval plus

client requirement

Landscaping works: Works shall be in accordance to the Landscaping specialist

approval and design layouts

Electrical and Mechanical installation: Works shall be in accordance with the well

detailed specifications in accordance with the approval of the Mechanical and Electrical

engineer

CORRECTION OF ERRORS

Tenders determined to be substantially responsive will be checked by the Client for any

arithmetic errors. Errors will be corrected by the Client as follows:

where there is a discrepancy between the amounts in figures and in words,

the amount in words will govern: and

where there is a discrepancy between the unit rate and the line item total

resulting from multiplying the unit rate by the quantity, the unit rate as

quoted will govern, unless in the opinion of the Client there is an obviously

gross misplacement of the decimal point in the unit rate, in which case the

line item total as quoted will govern, and the unit rate will be corrected.

The amounts stated in the Tender will be adjusted by the Client in accordance with the

above procedure for the correction of errors and with the concurrence of the Tenderer,

shall be considered as binding upon the Tenders. If the Tenderer does not accept the

corrected amount, the Tender will be rejected, and the Tender Security may be forfeited.

FORM OF CONTRACT

The form of contract under which terms the Contractor will be required to enter into a

contract with the Employer is contained in Part 4 (Contract) in Volume 1 of 4 of the

Bidding Documents.

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

particularly amended or qualified by the Special 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:






BILL NO.1

B. GENERAL

1.

2.

3.

4.

5.

6.

7

8.

9. Scope of Works

10.

11. Delegation

12. Subcontracting

13. Other Contractors

14. Contractor's Personnel

15.

16.

17.

18.

19. Site Investigation Reports

20.

21.

22.

23.

24. Safety and Safety Procedures

25. Discoveries

26. Possession of Site

27. Access to Site

28.

29. Protection of the Environment

30.

31. Health and Safety

32. Instructions, Inspection and Audits

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1/6



Prohibition of Harmful Child Labour

Project Manager Decisions

PDE'S and Contractor's Risks

PDE Risks

Contractor's Risks

Insurance

Contractors to Construct the Works

Works to be completed by the Intended Completion Date

Querries about Special Conditions of Contract

GENERAL CONDITIONS OF CONTRACT

CLAUSES

Approval by the Project Manager

Contracto's Equipment

Eligibility

Notices

Governing Law

Definitions

Contract Documents

Interpretation

Language

Joint Venture, Consortium or Association




BILL NO.1

33. Disputes

34.

35. Replacement of Adjudicator

B Time Control

36.

37.

38.

39.

40.

41. Early Warning

C Quality Control

42. Identifying Defects

43. Tests

44. Correction of Defects

45. Uncorrected Defects

D Cost Control

46

47.

48. Variations

49.

50. Payment Certificates

51.

52. Payments

53. Compensation Events

54. Tax

55. Currencies

56.

57. Retention

58.

59. Bonus

60. Advance Payment

61.

62. Dayworks

63 Cost of Repairs

E FINISHING THE CONTRACT

64 Completion

65 Taking Over

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1/7

Price Adjustment

Liquidated Damages

Performance Security and ES Performance

Security

Issue of Interim Payment Certificates

Acceleration

Management Meetings


Extension of Intended Completion Date

Delays Ordered by the Project Manager

Bill of Quantites or Activity Schedule

Changes in Bill of Quantities or Activity Schedule

Payment for Variations

Procedure of Settling Disputes

Program





BILL NO.1

66 Final Account

67

68 Termination

69 Payment upon Termination

70 Release from Performance

C GENERAL MATTERS

C1 Materials, tools, plant, scaffolding and Vehicles

C2

C3 Transport to and from the site

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1/8

All materials and workmanship used in the execution of the Works shall be of the best quality

and description unless otherwise described. Any materials for the Works condemned by the

Client shall immediately be removed from the Site at the Contractor’s expense.

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

plants, Vehicles and workmen 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.

No timber used for scaffolding, formwork or similar purpose shall be used afterwards in the

permanent Works.


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

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

during the Contract as may be necessary to comply with any amendments in / or additions to

such regulations.

Operating and Maintenance Manuals

Setting out

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 Client or his representative for his immediate attention.

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

the Client or his representative 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 of Clause 5 of the

Conditions of Contract 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 nominated-Contractors or Specialized Firms,

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

irrespective of the comparative dimensions shown on the Drawings. The Client shall be

responsible for the accuracy of such dimensions.

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

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

Authorities





BILL NO.1

C4 Existing services

C5 Public and private roads, pavements

C6 Security of the works and materials

C7 Water for the works

C8 Electric light and power

C9 Sanitation of the works

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1/9

No guarantee or warranty is given as to the availability or suitability of power at the site.

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

of the Government and Local Authorities, Labor Department and the Client.



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 electric cables, water pipes or

other services in the area and he shall make whatever provisions may be required by the

Authorities concerned for the support and protection of such services. Any damage or

disturbance caused to any service shall be reported immediately to the Client and the

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

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 Client.

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

materials, plant, personnel, etc., both of his own and nominated-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 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 nominated-Sub Contractor. Expenses in connection

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

relevant P.C. Sums.

The Contractor shall allow for providing all temporary lighting and power supplies required

for the works, including nominated 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 nominated 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.




BILL NO.1

C10 Supervision and Working hours

C11 Fair wages

C12 Training levy

C13 Labour

C14 Existing Property

C15 Protection of the works

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1/10

The said Works shall be executed under the direction and to the entire satisfaction of the

Client, who shall at all times during normal working hours have access to the Works and to

the yards and the workshops of the Contractor and Nominated Sub-Contractors or other

places where work is being prepared for the Contract.

The Contractor shall take every precaution to avoid damage to all existing property including

roads, cables, drains and other services and he will be held responsible for all damage

thereto, arising from the execution of this Contract, and he shall make good all such damages

when directed at his own expense.

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.

Carried to Summary UGX.


The working hours shall be those generally worked by good employers in the Building and

Civil Engineering Trade in Uganda. No work shall be carried out at night or on gazetted

holidays unless the Client shall so direct.

No work shall be covered up nor shall any concreting be carried out in the absence of the

Clerk of Works without the prior approval of the Client in writing.

The Contractor shall pay rates of wages and observe hours and conditions of labor not less

favorable 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.

The Client’s attention is called to the requirement for payment by the Contractor of a training

Levy and the Contractor should allow in the Preliminaries of this Contract for all costs arising

or resulting there from.

No labor with the exception of the watchman, may be housed on the Site and the Contractor

shall allow for all transport and other charges in moving labor to and from the Site at such

hours and such routes as are permitted by the Authorities. The Contractor is to provide, erect

and maintain satisfactory housing for the watchmen and shall remove the same on

completion of the Works.




BILL NO.1

C16 Standard Measurements

C17 Schedule of rates

C18 Prevention of Nuisance

C19 Visitors to the site

C20 Samples

C21 Copyright

C22 Site progress photographs

C23 Proprietary Articles

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1/11

Adequate copies shall be made for distribution to the client (2 No.) and the Consultants (1 No.)


All dimensions and measures, etc., shown on the Drawings and given in this Bills of

Quantities shall be metric.

The whole of the Works contained in these Schedule of rates is measured on the basis of the

Standard Method of Measurements of Building and Associated Civil Works for Eastern Africa

Where proprietary articles are specified herein, the Contractor may propose the use of

materials of equal quality but from other manufacturers with the approval of the Client, but

the decision of the Client will be final.


The Works and such sections of the Site necessary therefore shall be under the entire care

and control of the Contractor during the whole period of the Contract and he shall take all

possible precautions to prevent any nuisance, inconvenience or injury to the holders or

occupiers of the existing or surrounding properties and to the public generally, and shall at

all times keep all the paths and roads affected by the works in a safe and clear state and

shall use proper precautions to ensure the safety of all wheeled traffic and pedestrians.

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

visitors and to provide a visitors book and ensure that all the unauthorized visitors sign

therein.

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 Client

for his approval or rejection and any further samples in the case of rejection until such

samples are approved by the Client and such samples when approved shall be the minimum

standard for the work to which they apply.

The copyright of these Schedule of rates is vested in the Quantity Surveyor and they may not

be reproduced in whole or in part without the Quantity Surveyor’s written permission.

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

photographs every two weeks.




BILL NO.1

DTEMPORARY WORKS

D1

D2

D3 Telephone

D4 Temporary Buildings for use by the Sub- Contractor

D5 Sheds for storage of Materials

D6 Temporary hoarding

D7 Sign board

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1/12

Access to site and temporary roads

Means of access to the Site shall be agreed with the Client and Contractor prior to the

commencement of the Works and the Contractor must allow for building any temporary

access roads for the transport of materials, plant and workmen as may be required for the

complete execution of the Works including the provision of temporary culverts, crossings,

bridges or any other means of gaining access.

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 Client.

Area to be occupied by the Sub-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 Client based on

proposals by the contractor

The Contractor shall arrange for, provide and maintain a telephone on the Site from the

commencement to the completion of the Contract and shall pay all charges in connection

therewith.

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

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

be erected.

The Contractor shall provide and maintain on the Site, ample weatherproof sheds for storage

of cement and other perishable materials and shall clear the same away on completion and

make good any disturbed surfaces.

The works shall be enclosed by the contractor with a fence not less than 2.4m high, neat and

uniform in appearance to the approval of the Architect. The fence shall be sufficient obstacle

to prevent ingress of unauthorised persons or children and shall be complete with all

necessary padlocked entrance gates and directions as may be requisite to ensure safety of

public or adjoining owners and of the works

The contractor shall unless otherwise directed, obtain any necessary consent or license from

the Local Authority and immediately upon commencement of the works the contractor shall

in accordance with the details supplied by the Architect, make and erect a sign board showing

the name of the employer and such other information as shall be directed and approved by

the Architect






BILL NO.1

D8 Site office

(i)

(ii)

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1/13



The contractor shall allow for providing and maintaining suitable office accommodation

for the use of the Engineer and his team, The site office shall be partitioned into two-

one for Project supervision team (Size 3 x 3m) and another for contractor's team (Size 3

x 3m) seperated by a board room of (4 x 3m) for meetings, The offices shall have proper

storage for the drawings, and all documents necessary for use upon the work with

lockable desks and cushioned chairs, The Engineers office shall be equiped with one

Desk top Computers with hard drive capacity not less than 500GB, one-in two Printer

and Copier, Internet facilities, Electric power for lighting as shall be approved by the

Project Mnager.

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

weatherproof lockup office for the sole use of the Consultants with a floor area not less

than 20 square meters. The office shall be constructed with concrete or wooded floor

and the walls and ceiling internally are to be lined with fiberboard. Glazed windows

shall be provided of not less than 1 meter square area and the door shall have a strong

lock or fastening. The office shall be provided with artificial lighting and electric power.

The office is to be furnished with a table of sufficient size to carry the drawings,

complete with drawers, and also stools and chairs. The table should be adequate to sit

at least 8 (Eight) people. The Contractor shall allow for regular cleaning of the office..




BILL NO.1

D9 Office for the Clerk of works

(i)

(ii)

(iii)

(iv)

(v)

D10 Temporary latrine

D11 Health and safety

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1/14

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

weatherproof office for the sole use of 1 Clerk of Works. The office shall be not less than 4

square meters and shall be of construction similar to the office of the consultants. The office

shall be furnished with 1 No. desk with lockable drawers, 1 No. A0 Size drawing chest with

four drawers, 1 No. high level timber filing cabinet. The office shall also have all power and

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

The Contractor shall also supply and maintain the following for the full contract duration, with

and including all consumables and maintenance, to the Client's Approval, these to be used by

the consultant and shall not be property of the contractor upon expiration of the contract

duration

1No. fully connected Personal desktop computer with UPS and Licensed software

(Microsoft XP professional version 2013, Intel ® Core i5 CPU, 3.40GHz processor, 1GB of

RAM expandable, 80GB HD Drive, CDRW/DVD Drive, Sound Card, 16MB VGA, 2 serial, 4

USB and 1 Parallel port) complete with keyboard, mouse, mouse pad, 10/100bps Ethernet

Card, 19" LCD TFT Flat panel Screen and accessories as manufactured by Dell or equal

approved

1No. Plain paper photocopier, desktop type with variable magnification that can take A3

full size copies, minimum capacity 10 copies/minute, including 3kg toner and regular

service by agent

1No. A3 colour printer

full time internet connection

1No. 14.1 mega pixel digital camera with minimum 30-bit colour depth with 8GB internal

memory for picture storage as manufactured by Sony or equal approved

All the above equipment supplied to the clerk of works office to remain property of the Client

Temporary latrines shall be provided, maintained and removed on completion by the

contractor to the satisfaction of the Architect and Local Authorities



Provide for all costs and charges in complying with all safety, Health and welfare regulations

pertaining to all people employed on the Site including those employed by all sub-

contractors.




BILL NO.1

E

E1 Prime Cost (P.C.) Sums

(i)

(ii)

(iii)

(iv)

-

1/15

WORK BY PUBLIC BODIES OR NOMINATED SUBCONTRACTORS OR GOODS AND MATERIALS

FROM NOMINATED SUBCONTRACTORS

The words “Prime Cost” (or the initials “P.C”) wherever appearing in these Schedule of

rates, shall mean net cost exclusive of any trade, cash or other discounts whatsoever

but inclusive of the cost of packing, carriage and delivery. Such costs shall be the sums

due to the Sub-contractor or suppliers after adjustment where applicable in respect of

measurements or rates.

Any increases or decreases in these Prime Cost Sums resulting from the adjustments

and properly paid by the Sub-contractor, shall be added to or deducted from the

Contract Sum in the final account. In substantiation, the Sub-contractor is required to

produce to the Quantity Surveyor, all quotations, invoices and receipted accounts as

shall be necessary to show the details of the sums actually paid.

Any sums added by the Sub-contractor in these Schedule of rates in respect of profit

upon any Prime Cost Sums will be deducted in the final settlement of accounts and a

sum will be added, the amount of which will bear the same the proportion to the sum

added as the net amount properly expended bears to the original P.C.Sum.

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.






BILL NO.1

FPROTECTION AND CLEANING THE WORKS

F1 Removal of plant, Rubbish, etc

-

1/16GENERAL CONDITIONS & PRELIMINARIES


The Contractor shall, upon completion of the Works, remove and clear away all temporary

buildings, plant, rubbish and unused material, and shall leave the whole of the Site of the

Works in a clean and tidy state to the satisfaction of the Client. He shall also remove all

rubbish and dirt from the Site at weekly intervals or as directed by the Client.

Particular care shall be taken in leaving windows clean and removal of all paint and cement

stains there from.


Sum Bil No.1 - Prel & Gen Cond

Page Description Amount (Ugx)

BILL No. 1

PRELIMINARIES

SUMMARY

16 Page No. 1/1 -

17 Page No. 1/2 -

18 Page No. 1/3 -

19 Page No. 1/4 -

20 Page No. 1/5 -

21 Page No. 1/6 -

22 Page No. 1/7 -

23 Page No. 1/8 -

24 Page No. 1/9 -

25 Page No. 1/10 -

26 Page No. 1/11 -

27 Page No. 1/12 -

28 Page No. 1/13 -

29 Page No. 1/14 -

30 Page No. 1/15 -

31 Page No. 1/16 -

Carried to Main Summary -

GENERAL CONDITIONS & PRELIMINARIES 1/S


Fly Sht.bl No.2-Specifications

BILL NO. 2

GENERAL SPECIFICATIONS


Bill No. 2 Specifications

(i)

(ii)

3/1

General Specifications for Roads & Bridges based on Government of Uganda Ministry of

Works and Transport, Specifications of 2005



The General Specifications for the works are specifically;

General Specifications for Building Works and Building Services of 2012


Fly Sht Bill No.3 Lecture Block

BILL No. 3

LECTURE BLOCK


FlySht BillNo3.1 ConnectingBlk

BILL No. 3.1

CONNECTING BLOCK


Bill No.3.1 Connecting Block

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

BILL No. 3.1 - LECTURE BLOCK

ELEMENT No. 1

SUBSTRUCTURE

ALL PROVISIONAL

The work in this item includes all works up to and including the ground

floor slab

A Allow for keeping excavations free from all water ITEM 1 -

B Allow for supporting sides of excavations ITEM 1 -

C Excavate oversite to remove top soil not exceeding 200m deep and remove

from site.

SM 814 -

D Mass excavation to reduce levels not exceeding 1.5m deep and remove from

site.

CM 244 -

E Excavate for foundation trench commencing at reduced level but not

exceeding 1.5m deep; deposit in temporary spoil heaps on site

CM 167 -

F Excavate pits for column bases: depth over 1.5m deep n.e exceeding 3.00 m

from reduced levels; ditto

CM 181 -

G Excavate pits for column bases: depth over 1.5m deep not exceeding 3m


CM 72 -

H Extra over excavations for excavating in rock. CM 42 -

I Return, fill and ram selected excavated materials around foundations in

layers not exceeding 200mm thick

CM 260 -

J Load from spoil heaps and remove surplus excavated materials from site CM 128 -

Hardcore filling

K 200mm bed, consolidated, levelled and blinded with a layer of sand

(measured separately).

SM 885 -

L 400mm bed, consolidated, levelled and blinded with a layer of sand

(measured separately), under pad foundation

CM 60 -

M 50mmThick sand blinding to hardcore bed SM 885 -

N 75mmThick sand blinding to hardcore bed, under pad foundations SM 60 -

O Approved murram fill: well compacted in 150mm thick layers CM 732 -

Chemical anti-termite treatment to sub-soil or filling: dragnet 38% E.C or

equal and approved : provide 10 year guarantee.

P Ditto. But to hardcore area SM 885 -

Q Ditto. But to strip foundations SM 300 -

R Ditto. But to column bases & side SM 732 -

TOTAL CARRIED TO COLLECTION -

3.1/1/1





CONCRETE WORKS

PLAIN CONCRETE CLASS 10 (40MM AGGREGATE)

A 50mm thick blinding under strip foundations SM 207 -

VIBRATED REINFORCED CONCRETE CLASS 25 (20MM AGGREGATE) IN:

B Column bases CM 70 -

C Column studs CM 7 -

D Ground beams CM 29 -

E 200mm thick Strip Foundations SM 17 -

F 150mm thick ground slab SM 814 -

STEEL FABRIC REINFORCEMENT TO BS 4483 as described

G No. A142 Fabric Mesh reinforcement weighing 2.22 kg. per square meter

fixed in slabs, external ramps and external steps

SM 934 -

STEEL REINFORCEMENT as described including cutting to length, bending,

hoisting and fixing and including all necessary tying wire and spacing

blocks

Mild steel round bars to BS 4449

H 8mm diameter bars KG 726 -

High yield ribbed bars, TYPE 2 TO BS 4449:2005

I 12mm diameter bars KG 595 -

J 16mm diameter bars KG 5,891 -

K 20mm diameter bars KG 2,322 -

L FORMWORK TO

M Ditto: of column stubs SM 69 -

N Ditto: sides of ground beam SM 280 -

0 Ditto: sides of ground slab LM 136 -

DAMP PROOF MEMBRANE

P 1000 Gauge polythene sheeting laid on blinded hardcore SM 934 -

PLINTH WALLING

Solid Concrete block : load bearing ( 4.50 N/mm²) block walling bedded,

jointed and pointed in cement sand (1:4) mortar : with and including hoop

iron wall ties every alternate course : in

Q 200mm plinth walling SM 330 -

25mm Thick cement: sand (1:4) render to:

R Plinth walls SM 330 -

Supply and apply two coats of water proofing using MasterSeal 501

including torching, as manufactured by S-VISTA UGANDA LTD or equal

and approved water proofing; applied in accordance to the manufacturers

printed specifications; to:

S External surfaces of prepared wall surfaces SM 330 -


3.1/1/2





Splash Apron

A 100mm Thick reinforced concrete grade 20 with BRC and 10mm dia dowell

bars at spacing of 200 c/c on and including 100mm approved hard-core well

compacted and blinded with stone dust and apron finished with 30mm

cement and sand (1:3) screed laid in 2.0 metre bays to gentle falls including

all necessary excavations, formwork and 100mm precast concrete edge

kerbing 250mm deep bedded and haunched up 100mm thick in mass

concrete(class 20)

LM 67 -


COLLECTION

Total brought forward from page 3/1/1 -



TOTAL CARRIED TO SUMMARY BILL NO. 3 -

3.1/1/3





ELEMENT NO.2

RIENFORCED CONCRETE FRAME

CONCRETE WORK


A Horizontal beams CM 171 -

B Column CM 92 -

C Steps CM 7 -

D 150mm thick water tank slab SM 99 -

E 150mm thick landing SM 26 -

F Staircase stringer (175mm thick) SM 18 -

G Solid slab SM 330 -

H 150mmThick ramp laid to slope not exceeding 10 degrees to horizontal all as

per detailed drawing

SM 35 -



blocks


H 8mm diameter bars KG 4,425 -

High yield ribbed bars, TYPE 2 TO BS 4449:2005 -


I 12mm diameter bars KG 4,664 -



L 25mm diameter bars KG 1,784 -

FORMWORK TO:-

M Sides of beams SM 1,753 -

N Ditto: Sides of columns SM 878 -

O Soffits of suspended slabs SM 685 -

P Staircase sloping soffits SM 38 -

Q sofits of suspended landing SM 19 -

R soffits of roof slabs SM 54 -

S sides of suspended slabs 200mm thick LM 695 -

T Edges of staircase stringers 175mm thick LM 100 -

U Edges of suspended landing 150mm thick LM 20 -

V Risers of the steps 150mm high LM 437 -

W Edges of roof slab LM 45 -


X No. A142 Fabric Mesh reinforcement weighing 2.22 kg. per square meter

fixed in slabs

SM 631 -

Hollow pot concrete floor slab -

Y 200mm thick slabs including 200 x 200 x 125mm high burnt, clay max pans

with 127mm wide ribs and 77mm thick concrete toping reinforced with BRC

MESH TYPE A142 (M/S)

SM 631 -


3.1/2/1





ELEMENT NO.3

WALLING




A 200mm Thick walls SM 686 -

300mm high Brick wall upstand : load bearing ( 4.50 N/mm²) jointed and

pointed in cement sand (1:4) mortar : with and including hoop iron wall

ties every alternate course : in

B 200mm Thick paraphet walls SM 8 -


3.1/3/1





ELEMENT No.4

ROOF COVERING AND RAIN WATER DISPOSAL

26 gauge pre-painted IT4 roofing sheets: fixed to Z-purlins with J-bolts :

in

A Sheet laid sloping not exceeding 5 degrees from horizontal SM 884 -

B Extra over for ridge caps LM 34 -

ROOF STRUCTURE

The following in Girder trusses : spanning 6 - 11metres ,hoisting and fixing

7.0m above ground level. Contractor to prepare shop drawings for

approval by the structural Engineer.

E 120 x 64mm universal beam in bottom chords, weighing 10.4kg/m KG 655 -

F 120 x 64mm universal beam in top chords, ditto KG 1,310 -

G 75 x 75 x 3mm RHS in bottom chords, weighing 6.78kg/m KG 780 -

H 75 x75 x 3mm RHS Top chord ditto. KG 780 -

F 120 x 64mm universal beam in diagonal web member, ditto KG 41 -

I 120 x 64 mm Ties and struts weighing 10.4kg/m KG 3,109 -

J 60 x 60 x 3mm Ties and struts weighing 5.44kg/m KG 1,605 -

K 125 x 50 x 2mm Thick Z purlins weighing 4.02kg/m KG 2,942 -

L 50 x 50 x 3mm Thick angle lacing weighing 4.51kg/m KG 645 -

M 12mm diameter HD bolts NO 866 -

N 16mm diameter HD bolts NO 156 -

RAIN WATER DISPOSAL

"KEY TERRAIN" uPVC or equal approved pipes and fittings, fixed in

accordance to manufacturer's instructions

O 300mm U-shaped galvanized steel water gutter fixed to truss to Architects

approval

LM 36 -

P Extra over for universal gutter angles NO 4 -

Q Extra over for gutter outlet NO 4 -

R Extra over for gutter connector NO 7 -

S Extra over for valley boxes NO 4 -

T Extra over for swan neck NO 4 -

U Extra over for shoe NO 4 -

V 150 x 150 mm galvanized steel downpipe strapped to the column to

Architect's satisfaction

LM 46 -

WATERPROOFING

TWO LAYERS 4mm thick (each) EPDM APP modified bituminous water

proofing membrane, reinforced with polyester, fully bonded and torch

applied onto solvent base primer conforming to ASTMD- 41 applied in

accordance with manufacturers instructions; to

W Open Flat roof SM 99 -


3.1/4/1





ELEMENT NO.5

EXTERNAL FINISHES.

WALL AND COLUMN FINISHES

12mm Thick cement: sand (1:4) render wood floated to:

A Walls and columns SM 1,297 -

B Reveals SM 74 -

C Extra over window, door and Arches openings for moulds 150mm girth as

per Architects details

LM 36 -

PAINTING AND DECORATING

PREPARE AND APPLY THREE COATS First grade weather guard emulsion

paint; on:

D Rendered surfaces SM 450 -

E Ditto: but for moulds 150mm girth LM 31 -

FACING BRICKS

F 220x75mm facing bricks,smooth red: bedded and jointed in cement and

sand mortar (1:3) according to Architect's detailed drawings

SM 96 -

STONE CLADDING

G Natural stones laid on prepared wall surface (m.s) bedded and jointed in

cement sand mortar mix 1:4

SM 9 -

FLOOR FINISHES

Cement and sand (1:3); wood floated to receive terrazo floor finish

H 30mm Thick floor screed finished to receive terrazo floor finish (measured

separately).

SM 377 -

TERRAZO

POLISHED TERRAZZO : FIRST COAT OF 30MM THICK WATER PROOF

CEMENT AND SAND (1:3) second coat of 25mm thick coloured cement and

marble aggregate (1:2:5) including 15 x 3mm plastic dividing strips at

1200mm centres : as per Architect's detailed drawing; in

I Ramp SM 35 -

J Ditto: Steps SM 86 -

K Ditto: Floors SM 377 -

L SKIRTING

M 150 x 10mm Skirting LM 68 -


3.1/5/1





CEILING FINISHES

A Expanded Metal Lath Plaster Ceiling comprising : 75 x 50mm sawn soft

wood branderings at 600mm centres both ways with 100 x 50mm joists at

600mm centres both ways : metal wire lathing nailed onto framework :

35mm thick cement sand mortar on top of lathing including necessary

formwork : 12mm thick internal lime plaster to ceiling

SM 377 -

B Ditto to eaves SM 48 -

CEMENT AND SAND (1:4) finish to receive other finishes

C 15mm plaster in two coats; first coat Cement sand (1:4) wood floated,

second coat Cement sand lime (1:2:9) steel floated smooth to cornices

LM 80 -

PREPARE AND APPLY THREE COATS first grade ceiling Matt emulsion

paint to;

D Ceiling soffits SM 377 -

E Ditto: but to 75 x 75mm cornice LM 80 -


COLLECTION

Total Brought Forward from page 3/5/1 -



3.1/5/2





ELEMENT NO.6

INTERNAL FINISHES

WALL AND BEAMS FINISHES


A 12mm plaster in two coats; first coat Cement sand (1:4) wood floated,

second coat Cement sand lime (1:2:9) steel trowelled smooth on walls

SM 686 -

B Ditto; Beams SM 1,821 -

C Ditto; soffits of Ground floor Slabs SM 258 -

D Ditto: Roof slab SM 99 -

PREPARE AND APPLY THREE COATS of Silk vinyl approved paint:

internally; on

E Plastered surfaces SM 686 -

FLOOR FINISHES

25mm Cement and sand (1:3) screed finished to receive terrazo

(measured separately) to:

F General floor areas SM 556 -

TERRAZO





G Floors SM 556 -

H 150 x 10mm Skirting LM 354 -

I Timber floor finish SM 330 -


3.1/6/1





CEILING FINISHES


second coat Cement sand lime (1:2:9) steel floated smooth on ceiling

SM 556 -

B Ditto to 75 x 75 mm cornice LM 395 -


paint to;

C Ceiling soffits SM 556 -

D Ditto: but to 75 x 75mm cornice LM 395 -


COLLECTION




3.1/6/2





ELEMENT NO.7

STAIRCASE AND RAMP

Plaster; 12 mm first coat of cement and sand (1:6); 3 mm second coat of

cement and lime putty (1:10); steel trowelled; 15 mm thick overall to;

A Soffits of Landing of staircases SM 19 -

B Sloping soffits of staircases SM 38 -

C Sides of stringers SM 75 -

PREPARE AND APPLY THREE COATS first grade Matt emulsion paint

D Soffits of Landing SM 19 -

E Sloping soffits of staircases SM 38 -

F Sides of stringers SM 100 -

25mm Cement and sand (1:3) screed wood floated to receive other

finishes (measured separately) to:

G Landing SM 19 -

H Treads 300 mm wide LM 167 -

I Risers 150 mm high LM 450 -

J 150 x 10 mm Skirting LM 95 -

TERRAZO





K Landing SM 19 -

N Treads 300 mm wide LM 167 -

M Risers 150 mm high LM 450 -

N 150 x 10 mm Skirting LM 95 -


3.1/7/1





ELEMENT NO.8

CARPENTRY WORKS

DOORS

Supply and fix 50mm thick timber solid doors made from well seasoned

"mugavu" timber; as per Architect's approval

A 1800x2800mm timber casement double swing door, D1/PVO NO 4 -

B 1000x2800mm timber casement double swing door,D2/PVO NO 9 -

C 1500x2400mm timber casement double swing door,D3/PVO NO 2 -

WROT MUGAVU FRAMES AND LININGS selected treated and kept clean; to

Architects detailed drawings

D 200x50mm frames LM 102 -

E 50x20mm Architrave; played LM 102 -

F 15x15mm quadrant LM 102 -

SUPPLY AND FIX the following iron mongery; locks and furniture where

applicable are to be equal to those manufactured by "HAFELE" and or any

other equal and approved by Architect

Dooor lever handle

G Door lever handle Prs 14 -

Locks case & latches

H Mortise lock, quiet-comfort NO 14 -

Escutcheon

I PC escutcheons Prs 14 -

Door stops

J Floor mounted door stop NO 14 -

Hinges

K Butt hinge Prs 14 -

PREPARE SURFACE AND APPLY THREE COATS, polyurethane clear

varnish in accordance with manufacturer's instructions; on wood work,

to:

L General surfaces SM 105 -

M Prime back of frame before fixing LM 102 -


3.1/8/1





ELEMENT NO.9

STEEL WORKS

BALUSTRADING

Supply and fix balustrading 100mm high comprising of: 60mm diameter x

3mm thick mild steel hallow section railing; welded to 50 x 50 x3mm

thick bearer balustrade cut to shape cast into concrete at 1100mm

centers; 25 x 25 x 3mm thick CHS metal intermediate rails: all painting

and decoration: to Architect's detail

A Safety rails around void and landing to staircases LM 96 -

B Ditto:staircase but sloping LM 52 -

`

TOTAL CARRIED TO SUMMARY BILL NO.3 -

3.1/9/1





ELEMENT NO.10

WINDOWS

STEEL CASEMENT WINDOWS

Supply and fix the following PURPOSE MADE STEEL CASEMENT GLAZED

TO BS 990 windows primed with one coat red oxide primer before fixing :

comprising of window stays and fasteners, hinges, all necessary finishes,

fittings, burglar proofing, fixing lugs and iron mongery to the Architect's

specifications and approval

A Steel casement glass window 12000x3600mm, with openanble sashes,

W2/PVO

NO 1 -

B Steel casement glass window 2500x1300mm, side hung with louvered vent,

W4/PVO

NO 8 -

C Steel casement glass window 3200x1300mm, side hung with louvered vent,

W8

NO 2 -

D Steel casement glass window 1200x1300mm, side hung with louvered vent,

W9

NO 1 -

E Steel casement glass window 5000x1900mm, side hung with louvered vent,

W10

NO 2 -

F Steel casement glass window 600x3300mm, side hung with fixed and

openeable panes and louvered vent, W11

NO 4 -

G Steel casement glass window 600x3000mm, side hung with fixed and


NO 4 -

H Steel casement glass window 600x2700mm, side hung with fixed and


NO 2 -

I Steel casement glass window 600x2400mm, side hung with fixed and


NO 2 -

J Steel casement glass window 600x2100mm, side hung with fixed and


NO 2 -


3.1/10/1





A Steel casement glass window 600x1800mm, side hung with fixed and


NO 2 -

B Steel casement glass window 600x1500mm, side hung with fixed and


NO 2 -

C Steel casement glass window 900x1300mm, side hung with fixed and


NO - -

D Steel casement glass window 1800x1900mm, side hung with fixed and


NO 2 -

STAIRCASE WALL

Allow for labour and material for construction of brick wall well jointed

in cement sand mortar mix (1:3) comprising; fair faced bricks from

approved supplier stacked to include voids at spacings and pattern as per

Architects drawings; complete with all designs, decorations and

associated works; all to Architects detailed drawings and approval, to:

E 200mm thick pompeii grills SM 47 -


COLLECTION

Total brought forward from page '3/10/1 -



3.1/10/1


Sum BilNo. 3.1Connecting Block

ELEMENT Description Page No. Amount (Ugx)

BILL No. 3.1

SUMMARY

1 SUBSTRUCTURE 3.1/1/3 -

2 RIENFORCED CONCRETE FRAME 3.1/2/1 -

3 WALLING 3.1/3/1 -

4 ROOF COVERING AND RAIN WATER DISPOSAL 3.1/4/1 -

5 EXTERNAL FINISHES. 3.1/5/2 -

6 INTERNAL FINISHES 3.1/6/2 -

7 STAIRCASE & RAMP FINISHES 3.1/7/1 -

8 CARPENTRY WORKS 3.1/8/1 -

9 STEEL WORKS 3.1/9/1 -

10 WINDOWS 3.1/10/1 -

TOTAL CARRIED TO MAIN SUMMARY -

3.1/S


Fly Sht Bill No.3.2 Block A1

BILL No. 3.2

LECTURE BLOCK- A1


Bill No. 3.2 Lecture Block A1



ELEMENT No. 1

SUBSTRUCTURE

ALL PROVISIONAL


floor slab




from site.

SM 412 -


site.

CM 124 -



CM 71 -

F Excavate pits for column bases: depth not exceeding 1.50m from reduced

levels; ditto

CM 106 -

F Excavate pits for column bases: depth over 1.5m deep not exceeding 3m


CM 42 -

G Extra over excavations for excavating in rock. CM 22 -

H Return, fill and ram selected excavated materials around foundations in


CM 232 -

I Load from spoil heaps and remove surplus excavated materials from site CM 115 -

Hardcore filling

J 200mm bed, consolidated, levelled and blinded with a layer of sand


SM 395 -

J 400mm bed, consolidated, levelled and blinded with a layer of sand under

pad foundations (measured separately).

CM 35 -

K 50mmThick sand blinding to hardcore bed SM 395 -

L 75mmThick sand blinding to hardcore bed under pad foundations SM 35 -

M Approved murram fill: well compacted in 150mm thick layers CM 395 -



N Ditto. But to hardcore area SM 395 -

O Ditto. But to strip foundations SM 289 -

P Ditto. But to column bases & side SM 389 -


3.2/1/1





CONCRETE WORKS


A 50mm thick blinding under column bases and strip foundations SM 148 -





E 200mm thick Strip Foundations CM 18 -




fixed in slabs, exxternal ramps and external steps

SM 442 -



blocks





J 12mm diameter bars KG 132 -


L 20mm diameter bars KG 870 -

M 25mm diameter bars KG 816 -

FORMWORK TO

N Ditto: of column stubs SM 28 -

O Ditto: sides of ground beam SM 183 -

P Ditto: sides of ground slab LM 194 -

DAMP PROOF MEMBRANE

Q 1000 Gauge polythene sheeting laid on blinded hardcore SM 442 -

PLINTH WALLING




O 200mm plinth walling SM 683 -


P Plinth walls SM 683 -





Q External surfaces of prepared wall surfaces SM 683 -


3.2/1/2





Splash Apron







concrete(class 20)

LM 91 -


COLLECTION





3.2/1/3





ELEMENT NO.2


CONCRETE WORK



B Column CM 29 -

C Steps CM 3 -

D Solid slabs SM 13 -



G 125mmThick ramp laid to slope not exceeding 10 degrees to horizontal all as


SM 22 -



blocks








M 25mm diameter bars KG 4,076 -

FORMWORK TO:-

N Sides of beams SM 927 -

O Ditto: Sides of columns SM 308 -

P Soffits of suspended slabs SM 686 -

Q Staircase sloping soffits SM 37 -

R sofits of suspended landing SM 20 -

S sofits of ramp SM 22 -

T sides of suspended slabs 200mm thick LM 272 -

U Edges of staircase stringers 175mm thick LM 75 -

V Edges of suspended landing 150mm thick LM 29 -

W Risers of the steps 150mm high LM 130 -

X Edges of ramps LM 28 -


Y No. A142 Fabric Mesh reinforcement weighing 2.22 kg. per square meter

fixed in slabs

SM 673 -

Hollow pot concrete floor slab

Z 200mm thick slabs including 200 x 200 x 125mm high burnt, clay max pans



SM 673 -


3.2/2/1





ELEMENT NO.3

WALLING





DAMP PROOF COURSE OF BITUMEN FELT TO B.S 743 Type A with 150mm

laps including cement and sand (1:3 levelling bed

B 200mm wide LM 111 -


3.2/3/1





ELEMENT No.4



in


ROOF STRUCTURE




B 120 x 64mm universal beam in bottom chords, weighing 10.4kg/m KG 1,414 -

C 120 x 64mm universal beam in top chords, ditto KG 1,477 -

D 120 x 64 mm Ties and struts weighing 10.4kg/m KG 3,702 -

E 125 x 50 x 2mm Thick Z purlins weighing 4.02kg/m KG 1,572 -

` F 120 x 64mm universal beam in diagonal web member, ditto KG 72 -

G 50 x 50 x 3mm Thick angle lacing weighing 4.51kg/m KG 943 -

H 12mm diameter HD bolts NO 480 -

I 16mm diameter HD bolts NO 60 -

Steel Fascia board

H Supply and Fix steel Fascia board welded to battens complete with all

accessories and necessary works, all to Architect's approval

LM 36 -

RAIN WATER DISPOSAL



I 300mm diameter U-shaped galvanised steel water gutters complete with

gutter brackets at spacing 300mm, fixed to truss to Architect's approval

LM 36 -

J Extra over for universal gutter angles NO 6 -

K Extra over for gutter outlet NO 6 -

L Extra over for gutter connector NO 7 -

M Extra over for valley boxes NO 1 -

N Extra over for swan neck NO 6 -

O Extra over for shoe NO 6 -

P 150 x 150mm galvanized steel down pipe strapped to column to Architects

details

LM 70 -


3.2/4/1





ELEMENT NO.5

EXTERNAL FINISHES.

WALL FINISHES.


A Walls and columns SM 1,035 -

B Extra over window, door and Arches openings for moulds 150mm girth as


LM 17 -

C Reveals SM 91 -



paint; on:

D Rendered surfaces SM 836 -

E Ditto: but for moulds 150mm girth LM 17 -

FACING BRICKS

F 220x75mm facing bricks,smooth red: bedded and jointed in cement and


SM 589 -

STONE CLADDING

G Natural stones laid on prepared wall surface (m.s) bedded and jointed in


SM 64 -

FLOOR FINISHES


H 30mm Thick floor screed finished to receive terrazo floor finish (measured

separately).

SM 160 -

TERRAZO





I Ramp and landing SM 24 -

J Ditto: Steps SM 8 -

K Ditto: Floors SM 160 -

L SKIRTING

M 150 x 10mm Skirting LM 88 -


3.2/5/1





CEILING FINISHES


wood framing at 600mm centres both ways with 100 x 50mm joists at




SM 160 -





LM 97 -


paint to;




COLLECTION




3.2/5/2





ELEMENT NO.6

INTERNAL FINISHES

WALL AND BEAMS FINISHES



second coat Cement sand lime (1:2:9) steel trowelled smooth on walls and

beams and slab

SM 2,023 -


internally; on

B Plastered surfaces SM 2,023 -

FLOOR FINISHES



C General floor areas SM 759 -

TERRAZO





D Floors SM 116 -

E 150 x 10mm Skirting LM 94 -

SOLVENT FREE EPOXY FLOORING

EPOXY FLOORING : FIRST COAT OF 25MM THICK WATER PROOF CEMENT

AND SAND (1:3) second coat of solvent free epoxy floor finish

MASTERTOP 1230, high wet slip resistant, chemical resistant and joint

free as manufactured by SVISTA UGANDA LTD or other equal and

appoved by Architect; in

F Floors SM 199 -

G 150 x 10mm coved Skirting LM 98 -


3.2/6/1





POLYURETHANE FLOORING

POLYURETHANE FLOORING : FIRST COAT OF 25MM THICK WATER PROOF

CEMENT AND SAND (1:3) second coat of Heavy duty polyurethane flooring,

UCRETE MF, high wet slip resistant, chemical resistant, anti static and

joint free as manufactured by SVISTA UGANDA LTD or other equal and

appoved by Architect; in

A Floors SM 444 -

B 150 x 10mm coved Skirting LM 244 -

CEILING FINISHES



SM 758 -

D Ditto to 75 x 75 mm cornice LM 465 -


paint to;

E Ceiling soffits SM 758 -

F Ditto: but to 75 x 75mm cornice LM 465 -


COLLECTION




3.2/6/2





ELEMENT NO.7

STAIRCASE FINISHES



A Soffits of staircase Landing SM 17 -





E Sloping soffits of staircases SM 37 -




G Landing SM 17 -

I Treads 300 mm wide LM 11 -

J Risers 150 mm high LM 75 -

K 150 x 10 mm Skirting LM 75 -

TERRAZO





L Landing SM 17 -


O Risers 150 mm high LM 75 -

P 150 x 10 mm Skirting LM 75 -


3.2/7/1





ELEMENT NO.8

CARPENTRY WORKS

DOORS



A 1000x2800mm timber casement double swing door,D2/PVO NO 23 -



B 200x50mm frames LM 152 -

C 50x20mm Architrave; played LM 152 -

D 15x15mm quadrant LM 152 -




Dooor lever handle

J Door lever handle Prs 23 -


K Mortise lock, quiet-comfort NO 23 -

Escutcheon

L PC escutcheons Prs 23 -

Door stops

M Floor mounted door stop NO 23 -

Hinges

N Butt hinge Prs 23 -



to:

O General surfaces SM 129 -

P Prime back of frame before fixing LM 152 -


3.2/8/1





ELEMENT NO.9

STEEL WORKS

BALUSTRADING








`


3.2/9/1





ELEMENT NO.10

WINDOWS







A Steel casement glass window 3000x1600mm, side hung with louvered vent,

W1/PVO

NO 18 -


W4/PVO

NO 17 -


3.2/10/1





STAIRCASE WALL






A 200mm thick pompeii grills SM 154 -


COLLECTION




3.2/10/1


Sum Bil No. 3.2 Block A1


BILL No. 3.2

SUMMARY



3 WALLING 3.2/3/1 -







10 WINDOWS 3.2/10/1 -


3.2/S


Fly Sht BillNo.3.3 Block A2

BILL No. 3.3

LECTURE BLOCK A2


Bill No. 3.3 Block A2


BILL No. 3.3 - LECTURE BLOCK A2

ELEMENT No. 1

SUBSTRUCTURE

ALL PROVISIONAL


floor slab




from site.

SM 418 -


site.

CM 125 -



CM 70 -


levels; ditto

CM 100 -

G Excavate pits for column bases: depth over 1.5 m deep not exceeding 3m


CM 40 -




CM 226 -


Hardcore filling



SM 392 -


(measured separately) under column bases

CM 35 -

L 50mmThick sand blinding to hardcore bed SM 392 -

M 75mmThick sand blinding to hardcore bed under column bases SM 35 -

N Approved murram fill: well compacted in 150mm thick layers CM 392 -



M Ditto. But to hardcore area SM 392 -

N Ditto. But to strip foundations SM 275 -

O Ditto. But to column bases & side SM 370 -


3.3/1/1





CONCRETE WORKS


A 50mm thick blinding under column bases and strip fundations SM 145 -





E 200mm thick Strip Foundations SM 18 -




fixed in slab, external steps and ramps

SM 448 -



blocks









FORMWORK TO




DAMP PROOF MEMBRANE

P 1000 Gauge polythene sheeting laid on blinded hardcore SM 448 -

PLINTH WALLING




Q 200mm plinth walling SM 698 -


R Plinth walls SM 698 -





S External surfaces of prepared wall surfaces SM 698 -


3.3/1/2





Splash Apron







concrete(class 20)

LM 90 -


COLLECTION





3.3/1/3





ELEMENT NO.2


CONCRETE WORK



B Column CM 31 -

C Steps CM 1 -

D Solid slabs SM 28 -



G 125mmThick ramp laid to slope not exceeding 10 degrees to horizontal all as


SM 146 -



blocks









FORMWORK TO:-






S sofits of ramp SM 139 -

T sides of suspended slabs 200mm thick LM 273 -

U Edges of staircase stringers 175mm thick LM 37 -

V Edges of suspended landing 150mm thick LM 26 -

W Risers of the steps 150mm high LM 70 -

X Edges of ramp LM 171 -



fixed in slabs

SM 608 -





SM 608 -


3.3/2/1





ELEMENT NO.3

WALLING







B 200mm wide LM 86 -


3.3/3/1





ELEMENT No.4



in


ROOF STRUCTURE






D 120 x 64 mm Ties and struts weighing 10.4kg/m KG 3,702 -






Steel Fascia board

H Supply and Fix steel Fascia board welded to battens complete with all


LM 36 -

RAIN WATER DISPOSAL



I 300mm diameter U-shaped galvanised steel water gutters complete with


LM 36 -

J Extra over for universal gutter angles NO 6 -

K Extra over for gutter outlet NO 6 -

L Extra over for gutter connector NO 7 -

M Extra over for valley boxes NO 1 -

N Extra over for swan neck NO 6 -

O Extra over for shoe NO 6 -

P 150 x 150mm galvanized steel down pipe strapped to column to Architects

details

LM 70 -


3.3/4/1





ELEMENT NO.5

EXTERNAL FINISHES.

WALL FINISHES.


A Walls and columns SM 758 -



LM 17 -

Reveals SM 84 -



paint; on:

C Rendered surfaces SM 636 -

D Ditto: but for moulds 150mm girth LM 17 -

FACING BRICKS

E 220x75mm facing bricks,smooth red: bedded and jointed in cement and


SM 612 -

STONE CLADDING

F Natural stones laid on prepared wall surface (m.s) bedded and jointed in


SM 64 -

FLOOR FINISHES


G 30mm Thick floor screed finished to receive terrazo floor finish (measured

separately).

SM 160 -

TERRAZO





H Ramp and landing SM 24 -

I Ditto: Steps SM 22 -

J Ditto: Floors SM 160 -

K SKIRTING

L 150 x 10mm Skirting LM 88 -


3.3/5/1





CEILING FINISHES






SM 160 -





LM 97 -


paint to;




COLLECTION




3.3/5/2





ELEMENT NO.6

INTERNAL FINISHES

WALL AND BEAM FINISHES



second coat Cement sand lime (1:2:9) steel trowelled smooth on walls, solid

slab and beams

SM 1,565 -


internally; on

B Plastered surfaces SM 1,565 -

FLOOR FINISHES



C General floor areas SM 726 -

TERRAZO





H Floors SM 726 -

I 150 x 10mm Skirting LM 303 -


3.3/6/1





CEILING FINISHES



SM 726 -



paint to;




COLLECTION




3.3/6/2





ELEMENT NO.7

STAIRCASE & RAMP FINISHES



A Soffits of Landing SM 14 -

B Sloping soffits of staircases & ramp SM 158 -




E Sloping soffits of staircases & ramp SM 158 -




G Landing SM 14 -

H Soffits of ramp SM 139 -

I Treads 300 mm wide LM 11 -

J Risers 150 mm high LM 37 -

K 150 x 10 mm Skirting LM 37 -

TERRAZO





L Landing SM 14 -

M Soffits of ramp SM 139 -


O Risers 150 mm high LM 37 -

P 150 x 10 mm Skirting LM 37 -


3.3/7/1





ELEMENT NO.8

CARPENTRY WORKS

DOORS



A 1800x2800mm timber casement double swing door, D1/PVO NO 1 -

B 1000x2800mm timber casement double swing door,D2/PVO NO 12 -

C 600x1500mm: ditto louvered vent door opening to ducts, D1/PVO NO 6 -









Dooor lever handle




Escutcheon


Door stops


Hinges




to:




3.3/8/1





SHELVES

Storage shelves comprisng; 20 mm Mahogany veneered blockboard

sides, bottom and top, painted blockboard shelves on 50 x 25 mm timber

bearers; Glazed timber door infilled with 6 mm clear glass; complete with

6 mm plywood back, all timber surfaces painted in two coats approved

stain, one finishing coat clear varnish, matt finish; complete with all

necessary iron mongery; all to architectural detail

A Shelves overall size 3800mm long x 600mm wide x 2400mm high NO 5 -

B Shelves overall size 4700mm long x 600mm wide x 2400mm high NO 4 -

VANITY TOPS IN CONCRETE WORKTOPS; FINISHED WITH 50mm GRANITE

TOP, FASCIA AND SKIRTING; in accordance with Architect's detailed

drawings:

C 3000 x 600mm wide Vanity Tops NO 6 -


COLLECTION




3.3/8/2





ELEMENT NO.9

STEEL WORKS

BALUSTRADING







B Ditto:staircase and ramp but sloping LM 169 -

`


3.3/9/1





ELEMENT NO.10

WINDOWS








W1/PVO

NO 21 -


W3/PVO

NO 1 -


W4/PVO

NO 17 -


3.3/10/1





STAIRCASE WALL








COLLECTION




3.3/10/1





ELEMENT NO.11

EXTERNAL WORKS

BRICK PLANTERS

300mm thick brick walls forming a planter 450mm high complete with

concrete coping with toothing; including all soil and plants: all to detailed

drawings to the approval of the Architect

A 13420mm x 1280mm width Brick planters NO 3 -


3.3/11/1


Sum Bil No. 3.3 Block A.2


BILL No. 3.3

SUMMARY



3 WALLING 3.3/3/1 -







10 WINDOWS 3.3/10/1 -

11 EXTERNAL WORKS 3.3/11/1 -


3.3/S


Fly Sht Bill No.3.4 Block B1

BILL No. 3.4

LECTURE BLOCK B1


Bill No. 3.4 Block B1


BILL No. 3.4 - LECTURE BLOCK B1

ELEMENT No. 1

SUBSTRUCTURE

ALL PROVISIONAL


floor slab




from site.

SM 370 -


site.

CM 111 -



CM 53 -


levels; ditto

CM 109 -

G Excavate pits for column bases: depth over 1.5m deep not exceeding 3m


CM 43 -

G Extra over excavations for excavating in rock. CM 20.50 -



CM 176 -


Hardcore filling



SM 377 -



CM 36 -



N Approved murram fill: well compacted in 150mm thick layers CM 377 -



O Ditto. But to hardcore area SM 377 -

P Ditto. But to strip foundations SM 222 -

Q Ditto. But to column bases & side SM 403 -


3.4/1/1





CONCRETE WORKS











fixed in slabs and external steps

SM 378 -



blocks









FORMWORK TO




DAMP PROOF MEMBRANE

N 1000 Gauge polythene sheeting laid on blinded hardcore SM 378 -

PLINTH WALLING




O 200mm plinth walling SM 292 -


P Plinth walls SM 292 -





Q External surfaces of prepared wall surfaces SM 292 -


3.4/1/2





Splash Apron







concrete(class 20)

LM 88 -


COLLECTION





3.4/1/3





ELEMENT NO.2


CONCRETE WORK



B Column CM 30 -

C Steps CM 1 -

D 200mm thick solid slab SM 13 -





blocks


G 8mm diameter bars KG 1,650 -







FORMWORK TO:-

M Sides of beams SM 791 -

N Ditto: Sides of columns SM 313 -

O Soffits of suspended slabs SM 726 -

P Staircase sloping soffits SM 29 -

Q sofits of suspended landing SM 7 -

R sides of suspended slabs 200mm thick LM 273 -

S Edges of staircase stringers 175mm thick LM 37 -

T Edges of suspended landing 150mm thick LM 13 -

U Risers of the steps 150mm high LM 40 -


No. A142 Fabric Mesh reinforcement weighing 2.22 kg. per square meter

fixed in slabs

SM 713 -

V Hollow pot concrete floor slab

W 200mm thick slabs including 200 x 200 x 125mm high burnt, clay max pans



SM 713 -


3.4/2/1





ELEMENT NO.3

WALLING





B 150mm Thick walls SM 81 -



C 200mm wide LM 117 -

D 150mm wide LM 9 -


3.4/3/1





ELEMENT No.4



in


ROOF STRUCTURE






D 120 x 64 mm Ties and struts weighing 10.4kg/m KG 666 -






Steel Fascia board

J Supply and Fix steel Fascia board welded to battens complete with all


LM 36 -

RAIN WATER DISPOSAL



K 300mm diameter U-shaped galvanised steel water gutters complete with


LM 36 -

L Extra over for universal gutter angles NO 6 -

M Extra over for gutter outlet NO 6 -

N Extra over for gutter connector NO 7 -

O Extra over for valley boxes NO 1 -

P Extra over for swan neck NO 6 -

Q Extra over for shoe NO 6 -

R 150 x 150mm galvanized steel down pipe strapped to column to Architects

details

LM 70 -


3.4/4/1





ELEMENT NO.5

EXTERNAL FINISHES.

WALL FINISHES.





LM 17 -

Reveals SM 32 -



paint; on:



FACING BRICKS



SM 432 -

STONE CLADDING



SM 29 -

FLOOR FINISHES



separately).

SM 160 -

TERRAZO





I Ditto: Steps SM 22 -

J Ditto: Floors SM 160 -

K SKIRTING

L 150 x 10mm Skirting LM 85 -


3.4/5/1





CEILING FINISHES






SM 160 -





LM 97 -


paint to;




COLLECTION




3.4/5/2





ELEMENT NO.6

INTERNAL FINISHES




second coat Cement sand lime (1:2:9) steel trowelled smooth on walls, slab

and beams

SM 1,847 -

B 12mm Cement and sand (1:4) backing finished to receive tiles (measured

separately)

SM 36 -


internally; on

C Plastered surfaces SM 1,812 -

WALL TILES

SUPPLY AND FIX: 300 x 200 x 6mm Thick approved ceramic wall tiles :

bedded and jointed in approved adhesive : pointed with approved

coloured grout : to

D Plastered surfaces SM 36 -

E Extra over ceramic wall tiling for PVC corner strips. LM 143 -

F Extra over ceramic wall tiling for PVC rounded edge strips. LM 55 -

FLOOR FINISHES



G General floor areas SM 855 -

TERRAZO





H Floors SM 855 -



3.4/6/1





CEILING FINISHES



SM 855 -



paint to;




COLLECTION




3.4/6/2





ELEMENT NO.7

STAIRCASE FINISHES












G Landing SM 7 -




TERRAZO





K Landing SM 7 -

L Treads 300 mm wide LM 11 -




3.4/7/1





ELEMENT NO.8

CARPENTRY WORKS

DOORS




B 800x2100mm:timber casement flush door, D4/PVO NO 9 -

C 4700x2800mm: timber folding door with rails at the bottom, D5/PVO NO 2 -









Dooor lever handle




Escutcheon


Door stops


Hinges




to:



LOW LEVEL CABINETS.

Low Level cabinets comprising 25mm thick blockboard shelving on 25 x

25 hardwood framing ;o.8mm HPL Shutters,Top and Bottom panels ;

25mm blockboard backing plugged to wall ; with 25mm granite tiles on

top (m/s); including all ironmongery, painting and decorations; all to

Architect detailed drawing in

N Double hardwood base carbinet overall size 5390mm x 590mm x 600mm

high with Double leaf cabinets of size 450mm each leaf

NO 1 -


3.4/8/1





HIGH-LEVEL CABINETS

High Level cabinets comprising 25mm thick blockboard shelving on 25 x

25 hardwood framing ; 25mm thick hardwood glazed Shutters,Top and

Bottom panels ; 25mm blockboard backing plugged to wall ; including all

ironmongery, painting and decorations; all to Architects detailed

drawings;

A Double door carbinet with glass overall size 10000mm x 590mm x 600mm

high with doors 300mm wide

NO 1 -

SHELVES








C Shelves overall size 4700mm long x 600mm wide x 2400mm high NO 5 -



drawings:

D 3000 x 600mm wide Vanity Tops NO 9 -


COLLECTION




3.4/8/2





ELEMENT NO.9

STEEL WORKS

BALUSTRADING








`


3.4/9/1





ELEMENT NO.10

WINDOWS








W1/PVO

NO 19 -


W3/PVO

NO 3 -


W4/PVO

NO 16 -

D Steel casement glass window 3000x2600mm, side hung with fixed and

openeable panes and louvered vent, W5/PVO

NO 4 -

E Steel louvered vent 1000x600mm : ditto,W6 NO 10 -

F Steel louvered vent 600x2800mm : ditto,W7 NO 3 -


3.4/10/1





STAIRCASE WALL








COLLECTION




3.4/10/1


Sum Bil No. 3.4 Block B1


BILL No. 3.4

SUMMARY



3 WALLING 3.4/3/1 -







10 WINDOWS 3.4/10/1 -


3.4/S


Fly Sht Bill No.3.5 Block B2

BILL No. 3.5

LECTURE BLOCK B2





ELEMENT No. 1

SUBSTRUCTURE

ALL PROVISIONAL


floor slab




from site.

SM 376 -


site.

CM 113 -



CM 54 -


levels; ditto

CM 106 -

F Excavate pits for column bases: depth over 1.5m deep not exceeding 3m


CM 42 -




CM 173 -


Hardcore filling



SM 382 -



CM 35 -





N Ditto. But to hardcore area SM 382 -

O Ditto. But to strip foundations SM 226 -

P Ditto. But to column bases & side SM 389 -


3.5/1/1





CONCRETE WORKS











fixed in slabs and external steps

SM 377 -



blocks









FORMWORK TO




DAMP PROOF MEMBRANE

Q 1000 Gauge polythene sheeting laid on blinded hardcore SM 377 -

PLINTH WALLING




R 200mm plinth walling SM 295 -


S Plinth walls SM 295 -





T External surfaces of prepared wall surfaces SM 295 -


3.5/1/2





Splash Apron







concrete(class 20)

LM 89 -


COLLECTION





3.5/1/3





ELEMENT NO.2


CONCRETE WORK



B Column CM 30 -

C Steps CM 1 -

D 200mm thick solid slab SM 13 -





blocks









FORMWORK TO:-






S sides of suspended slabs 200mm thick LM 273 -

T Edges of staircase stringers 175mm thick LM 37 -

U Edges of suspended landing 150mm thick LM 13 -

V Risers of the steps 150mm high LM 40 -



fixed in slabs

SM 730 -





SM 730 -


3.5/2/1





ELEMENT NO.3

WALLING





B 150mm Thick walls SM 113 -



C 200mm wide LM 91 -

D 150mm wide LM 13 -


3.5/3/1





ELEMENT No.4



in


ROOF STRUCTURE






D 120 x 64 mm Ties and struts weighing 10.4kg/m KG 666 -






Steel Fascia board

J Supply and Fix steel Fascia board welded to battens complete with all


LM 36 -

RAIN WATER DISPOSAL



K 300mm diameter U-shaped galvanised steel water gutters complete with


LM 36 -

L Extra over for universal gutter angles NO 6 -

M Extra over for gutter outlet NO 6 -

N Extra over for gutter connector NO 7 -

P Extra over for valley boxes NO 1 -

Q Extra over for swan neck NO 6 -

R Extra over for shoe NO 6 -

S 150 x 150mm galvanized steel down pipe strapped to column to Architects

details

LM 70 -


3.5/4/1





ELEMENT NO.5

EXTERNAL FINISHES.

WALL FINISHES.





LM 17 -



paint; on:



FACING BRICKS



SM 452 -

STONE CLADDING



SM 29 -

FLOOR FINISHES



separately).

SM 160 -

TERRAZO





H Ditto: Steps SM 22 -

I Ditto: Floors SM 160 -

J SKIRTING

K 150 x 10mm Skirting LM 85 -


3.5/5/1





CEILING FINISHES






SM 160 -





LM 97 -


paint to;




COLLECTION




3.5/5/2





ELEMENT NO.6

INTERNAL FINISHES




second coat Cement sand lime (1:2:9) steel trowelled smooth on walls and

beams and sofits of slab

SM 1,858 -

B 12mm Cement and sand (1:4) backing finished to receive tiles (measured

separately)

SM 42 -


internally; on

C Plastered surfaces SM 1,534 -

WALL TILES

SUPPLY AND FIX: 300 x 200 x 6mm Thick approved ceramic wall tiles :

bedded and jointed in approved adhesive : pointed with approved

coloured grout : to

D Plastered surfaces SM 42 -

E Extra over ceramic wall tiling for PVC corner strips. LM 159 -

F Extra over ceramic wall tiling for PVC rounded edge strips. LM 40 -

FLOOR FINISHES



G General floor areas SM 928 -

TERRAZO





H Floors SM 928 -



3.5/6/1





CEILING FINISHES



SM 928 -



paint to;




COLLECTION




3.5/6/2





ELEMENT NO.7

STAIRCASE FINISHES












G Landing SM 7 -




TERRAZO





K Landing SM 7 -

L Treads 300 mm wide LM 11 -




3.5/7/1





ELEMENT NO.8

CARPENTRY WORKS

DOORS




B 800x2100mm:timber casement flush door, D4/PVO NO 12 -

C 4700x2800mm: timber folding door with rails at the bottom, D5/PVO NO 4 -









Dooor lever handle




Escutcheon


Door stops


Hinges




to:




3.5/8/1





SHELVES








C Shelves overall size 4700mm long x 600mm wide x 2400mm high NO 11 -



drawings:

D 3000 x 600mm wide Vanity Tops NO 12 -


COLLECTION




3.5/8/2





ELEMENT NO.9

STEEL WORKS

BALUSTRADING








`


3.5/9/1





ELEMENT NO.10

WINDOWS








W1/PVO

NO 21 -


W3/PVO

NO 3 -


W4/PVO

NO 18 -

D Steel louvered vent 1000x600mm : ditto,W6 NO 14 -

E Steel louvered vent 600x2800mm : ditto,W7 NO 3 -


3.5/10/1





STAIRCASE WALL






E 200mm thick pompeii grills SM 73 -


COLLECTION




3.5/10/1


Sum Bil No.3.5 Block B2


BILL No. 3.5

SUMMARY



3 WALLING 3.5/3/1 -







10 WINDOWS 3.5/10/1 -


3.5/S


SUMMARY BILL 3


BILL No. 3

SUMMARY

1 CONNECTING BLOCK 3.1/S -

2 BLOCK A1 3.2/S -

3 BLOCK A2 3.3/S -

4 BLOCK B1 3.4/S -

5 BLOCK B2 3.5/S -


3/S


Fly Sht Bill No. 4 External Wk

BILL No. 4

EXTERNAL WORKS


Item Description Unit Qnty Rate(UGX) Amount (UGX)

BILL NO. 4

ELEMENT NO.1

EXTERNAL WORKS

LANDSCAPING

GRASSING

A Dig out to break existing ground and all weeds and roots,

supply, spread and level 300mm red imported soil and

mix with manure and general fertilizer including planting

approved grass tufts at 100mm centres in each direction

including watering until established.

SM 69 -

B Supply and plant approved small trees including

watering until established

NO 30 -

TOTAL CARRIED TO SUMMARY -

4/1/1



BILL NO. 4

ELEMENT NO.2

DRIVEWAYS, PARKING, WALKWAYS AND ACCESS

ROADS

DRIVEWAYS & PARKING

A Mass excavation to reduce levels not exceeding 1.5m

deep and remove from site.

CM 512 -

B Load and cart away surplus excavated material from

site.

CM 512 -

C Grade and compact to falls and crossfalls : surfaces of

excavations : compact to 97% B.S compaction by rolling.

SM 2,051 -

D 200mm Thick Bed of crushed stone base, well rolled and

compacted in driveways and parkings

SM 2,051 -

E 500 x 500 x 50 mm precast concrete C20 paving slabs;

on and including 50 mm sand blinding; compacting with

approved vibrator; filling joints with sand

SM 2,051 -

PRECAST CONCRETE C15/20 Kerbs finished fair on all

exposed surfaces including bedding, jointing and

pointing in cement mortar (1:3); including all necessary

excavation, disposal and shuttering

F 250 x 200 mm kerbs; haunching one side with 200 mm

thick x 250 mm wide plain concrete class 20; on and

including 800 x 200 mm thick plain poured concrete

class 15 beds to walkways,driveways and parking.

LM 475 -


4/2/1



BILL NO. 4

WALKWAYS



CM 239 -


site.

CM 239 -



SM 957 -

D Approved imported murram fill: well compacted to G7 in

layers not exceeding 100mm to 95% Modified AASHTO to

Engineer's approval.

SM 957 -

E Provide, mix, spread and compact graded crushed stone

(GCS) 175mm thick in subbase G30 in driveways and

parkings to the satisfaction of the Engineer.

SM 957 -

F 50mm Dense hot rolled bitumen macadam premix base

and wearing course penetrating 80-100, to BS 1621 and

2040 including priming surface of blinding with MCO

bitumen laid to falls, crossfalls and slopes

SM 957 -

ROAD MARKING

Prepare surfaces and apply three coats of approved

road marking paint: to

G Surfaces of road kerbs 200 - 300mm girth LM 475 -

H Parking 75 to 150mm girth LM 253 -


4/2/2



BILL NO. 4

ACCESS ROADS



CM 980 -


site.

CM 980 -



SM 3,922 -

D Approved imported murram fill: well compacted to G7 in

layers not exceeding 100mm to 95% Modified AASHTO to

Engineer's approval.

SM 3,922 -

E Provide, mix, spread and compact graded crushed stone

(GCS) 175mm thick in subbase G30 in driveways and

parkings to the satisfaction of the Engineer.

SM 3,922 -

F 50mm Dense hot rolled bitumen macadam premix base

and wearing course penetrating 80-100, to BS 1621 and

2040 including priming surface of blinding with MCO

bitumen laid to falls, crossfalls and slopes

SM 3,922 -


COLLECTION





4/2/3



BILL NO. 4

ELEMENT NO.3

BOUNDARY WALL, FENCING AND GATES

BOUNDARY WALLS

A Allow for labour and material for construction of

boundary walling 3100mm high overall above existing

ground level comprising of: 200mm Thick solid concrete

block walls, 700 mm high above 200 mm thick reinforced

concrete class 25 boundary wall finished with stone

cladding, including 2500mm maximum below ground

level on and including 1000 x 300mm concrete class 25

strip foundations on 50 mm class 15 concrete blinding;

finished with 20 mm thick cement sand mortar and paint

on both surfaces of the wall, covered with 350mm x

50mm thick weathered and throated coping; 2800mm

high painted metal grille comprising of ; 2No.40 x 40 x

2.5mm SHS horizontal rails and 25 x 25 x 1.5mm SHS

vertical members; including all necessary excavation,

formwork and disposal; as per Architect's detailed

drawing

LM 39 -

GATES

Mild Steel Sections: welded connections: one coat red

oxide primer: three coats oil paint

B Supply and install 3645 x 3400mm double leaf side hung

enrty gates including heavy duty hinges; painting and

decorations; to Architect's detailed drawings

NO 2 -


4/3/1



BILL NO. 4

ELEMENT NO. 4

STORM WATER DRAINAGE

EXCAVATION

A Excavate trenches to receive concrete drain pipe (m/s);

starting from reduced level, depth not exceeding 1.50

metres, including backfilling into trenches and disposal

of surplus material

LM 465 -

CONCRETE DRAINAGE TRENCH

Insitu concrete drainage trench Class 20, 20-15mm

aggregate concrete drainage pipes

B 450x300 mm concrete drainage trench LM 465 -

MANHOLES

C 900 x 900 x 900 mm deep manholes; base in 150 mm

thick concrete class 20 reinforced with BRC A142; wall in

150 mm thick concrete block work and plastered on the

inside; on and including 50 mm thick sand blinding;

including all necessary excavation; covered with precast

concrete manhole covers reinforced as necessary; 50 x

50 x 3 R.S. Angle frame; all as per Structural Engineer's

drawings

No 23 -

CULVERTS

Precast concrete Class 20, 20-15mm aggregate as

described finished fair on all exposed surfaces

including bedding, jointing and pointing in cement and

sand (1:3) mortar

D Culvert size 600mm diameter (internal) concrete pipe;

including all excavations and disposal; with and including

150mm thick concrete class 20 surround and murram

compaction in culvert bases; surface finished with

tarmac to match existing as per as per engineer's

detailed drawing

LM 36 -


4/4/1



BILL NO. 4

DRAIN

STEEL GRATINGS

Supply and fix the following mild steel Drain gratings;

including priming with red oxide zinc chromate primer

before delivery to site; complete with and including all

necessary ironmongery; All as per Architect's drawing

on:

A 450 x 300mm concrete drainage trench covered with

steel grating

SM 209 -

PREPARE SURFACE AND APPLY ETCHING PRIMER,

apply one coat primer, one undercoat and two Gloss

finishing coats; on metal work; to

B 450 x 300mm concrete drainage trench covered with

steel grating

SM 209 -


4/4/2



EXTERNAL WORKS - SUMMARY LECTURE BLOCK

BILL No. 4

1 LANDSCAPING 4/1/1 -

2DRIVEWAYS, PARKING, WALKWAYS AND ACCESS

ROADS

4/2/3-

3 BOUNDARY WALL & GATES 4/3/1 -

4 STORM WATER DRAINAGE 4/4/2 -


4/S
