BILLS OF QUANTITIES FOR THE PROPOSED MULTIPURPOSE … · (Microsoft XP professional version 2003,...

CONTRACTING AUTHORITY

ENABEL BELGIAN DEVELOPMENT AGENCY

Lower Kololo Terrace, Plot 1B

P.O Box 40131

Kampala, Uganda.

TENDERER

BILLS OF QUANTITIES FOR THE PROPOSED MULTIPURPOSE

WORKSHOP BLOCK AT

NAKAPIRIPIRIT TECHNICAL INSTITUTE, NAKAPIRIPIRIT

BILLS OF QUANTITIES(CONDITIONAL & FIXED PHASE)

PRELIMINARIES

Volume 2 Bill of quantities - Lot 2 Nakapiripirit UGA348 Page 3

Prelim

CONDITIONAL FIXED

Item (AMOUNT)

EUR

(AMOUNT)

EUR

A Sufficiency of Tender

B Definition of Terms and Abbreviations

“ B.S.” shall mean The current British Standard of Specification

published by the British Standard Institution, Park

Street, London, W.1 England

“ NO.” shall mean Number

"L.M." 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 except as

qualified in the section in which it occurs. Where it

occurs in brackets, it shall mean the whole of the

preceding description which is contained within the

appropriate.

"MS" 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

similarly construed.

- -

P/1

A

B

C

Carried to summary EUR.

Description

PRELIMINARIES

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 Contract and all matters and things necessary for the proper completion and

maintenance of the works

The Terms and Abbreviations used in these Tender Documents Shall be interpreted as

follows:-

PRELIMINARIES

Access to site and temporary roads

Means of access to the Site shall be agreed with the Architect 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 Architect.

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 Architect.

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 Architect for his

immediate attention.


Prelim

Item (AMOUNT)

EUR

(AMOUNT)

EUR Description

- -

P/2

A Existing services

B Transport to and from the site

C Public and private roads, pavements

D Security of the works

E Water for the works

- - - -

PRELIMINARIES

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

instruction from the Architect 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

Contractor, irrespective of the comparative dimensions shown on the Drawings. The

Contractor shall be responsible for the accuracy of such dimensions.


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

Architect and the relevant Authority and shall be made good to their satisfaction at the

Contractors expense.

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

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 Architect.

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.

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

site.



Prelim

Item (AMOUNT)

EUR

(AMOUNT)

EUR Description

P/3

A Electric light and power

B Telephone

C Temporary Buildings for use by the Contractor

D Sheds for storage of Materials

E Offices for the Consultants

(i)

(ii)

- -

P/4

(iii)

(iv)

A Office for the Clerk of works

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 Architect as to the type of temporary building to be supplied and the

position in which they are to be erected.

PRELIMINARIES

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 power at the

site.

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 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 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 45 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.

The Contractor shall keep on the Site and maintain in good condition, one

dumpy or quickset level and leveling staff and one 30 meters steel/linen tape for

the use of the Consultants. The Contractor shall also provide stationery for use by

the consultants.

Carried to Summary EUR.

PRELIMINARIES

He shall provide, erect and maintain a lockup pedestal type water closet for the

sole use of the Consultants 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 closet 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 Architect on completion of the

Works.

The office and the closet shall be completed before the Contractor is permitted

to commence the Works.


Prelim

Item (AMOUNT)

EUR

(AMOUNT)

EUR Description

(i)

(ii)

(iii)

(iv)

(v)

- -

P/5

A Sanitation of the works

B Materials, tools, plant and scaffolding

C Supervision and Working hours

1No. A3 colour printer

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

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

than 45 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. lockable metal 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 Architect's

Approval:-

4No. fully connected Personal desktop computer with UPS and Licensed software

(Microsoft XP professional version 2003, Intel ® Pentium 4 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 10copies/minute, including 3kg toner

and regular service by agent

full time internet connection

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

internal memory for picture storage as manufactured by Sony or equal approved

Carried to Summary EUR

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

Architect.

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 Architect 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, transport 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 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 and scaffolding shall comply with all regulations whether general

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

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

additions to such regulations.

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

the Architect ,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

Contractors or other places where work is being prepared for the Contract.

PRELIMINARIES


Prelim

Item (AMOUNT)

EUR

(AMOUNT)

EUR Description

D Fair wages

- -

P/6

A Training levy

B Labor

C Existing Property

D Protection of the works

E Standard Measurements

F Schedule of rates

- -

P/7

A Copyright

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 Architect in writing.

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 Architect shall so direct.

PRELIMINARIES

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 Contractor’s attention is called to the requirement for payment by the Sub-

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.

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 Sub-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.

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


PRELIMINARIES

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.


Prelim

Item (AMOUNT)

EUR

(AMOUNT)

EUR Description

- -

P/8

A Prime Cost (P.C.) Sums

(i)

(ii)

(iii)

C Samples

D Proprietary Articles

- -

P/9

A Protection

B Removal of plant, Rubbish, etc

C Prevention of Nuisance

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 Architect for his approval or rejection and any further samples in the

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

when approved shall be the minimum standard for the work to which they apply.

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.


PRELIMINARIES

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 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 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.

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

Architect, but the decision of the Architect will be final.


PRELIMINARIES

Cover up and protect from damage, including damage from inclement weather, all

finished work and unfixed materials including that of the nominated Contractor, etc.,

to the satisfaction of the Architect until the completion of the Contract and make good

any damage which occurs. Carefully preserve all trees or bushes on or near the site.

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 Architect. He

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

the Architect.

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

cement stains there from.


Prelim

Item (AMOUNT)

EUR

(AMOUNT)

EUR Description

D Visitors to the site

E Firm price contract

- -

P/10

A Programme and progress

B Site progress photographs

- -

The Contractor shall furnish to the Architect, within 30 days from the date for

possession of the site, for approval and display in the site offices, a Programme and

Progress Chart devised in such a way that the lined programme is shown and progress

can be marked up as the work proceeds. The Contractor shall keep this chart up to

date at all times.

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 fluctuation Clause (32), is deleted from the Contract. This is a firm price Contract

and the Contractor must allow in his rates for any increase in the prices of labor and/or

materials which may occur after submission of the Tender.


PRELIMINARIES

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

photographs every two weeks.

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

Consultants (1 No.)


If required by the Architect, this chart shall be generated and up-dated by an approved

computer program.

Approval by the Architect of the programme shall not relieve the Contractor of any of

his obligations under this Contract.

The Contractor shall not without the Architect’s consent make any material alteration

to the approved programme.

If the Architect decides that 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.

The Architect shall notify the Contractor if the Architect decides 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 Architect 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.


Sum Prelim

CONDITIONAL FIXED

Page Amount (EUR.) Amount (EUR.)

4 - -

5 - -

6 - -

7 - -

8 - -

9 - -

10 - -

11 - -

12 - -

13 - -

14 - -

- -

P/S

Page No. P/2

Description

PRELIMINARIES

SUMMARY

Page No. P/1

PRELIMINARIES

Page No. P/3

Page No. P/4

Page No. P/5

Page No. P/6

Page No. P/7

Page No. P/8

Page No. P/9

Page No. P/10

Page No. P/11

Carried to Main Summary

Volume 2 Bill of quantities - Lot 2 Nakapiripirit UGA348 15

BILL No. 1

MULTIPURPOSE WORKSHOP INNAKAPIRIPIRIT



CONDITIONAL FIXED CONDITIONAL FIXED

ITEM DESCRIPTION UNITQTY QTY AMOUNT

(EUR)

AMOUNT

(EUR)MULTIPURPOSE WORKSHOP IN NAKAPIRIPIRIT

ELEMENT NO. 1

SUBSTRUCTURE

(All Provisional)

Excavations and Earthworks

A

Clear the site of bushes, shrubs, undergrowth, small trees

including grubbing up their roots. SM 1,300 1,300 - -

B

Excavate oversite to remove top soil average 150mm thick and

remove from site. SM 1,300 1,300 - -

C

Excavate to reduce levels depth not exceeding 1.50m from

stripped level and remove from site. CM 1,950 1,950 - -

D

Excavate surface trenches not exceeding 1.50 m deep from

reduced levels to receive wall foundations CM 421 349 - -

E Ditto pits for column bases depth not exceeding 1.50m CM 219 171 - -

F Extra over general excavation for excavation in rock CM 10 10 - -

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

H Allow for supporting sides of excavations ITEM 1 1 - -

I

Return, fill and ram selected excavated materials around

foundations in layers not exceeding 200mm thick CM 397 352 - -

J Remove surplus excavated materials from site CM 253 178 - -

K

Approved Imported murram (gravel content not less than 60%)

to make up levels in excavated areas, well compacted in layers

not exceeding 230mm thick to 95% MDD CM 164 101 - -

Hardcore filling

L

250mm bed, consolidated, levelled and blinded with a layer of

stone dust to receive dump-proof membrane (measured

separately). SM 673 504 - -

Total carried to collection - -

1/1/1

Anti-termite treatment

A

Approved chemical anti-termite chemical treatment: applied by

an approved professional pest control specialist: strictly in

accordance with the manufacturer's instructions to sides and

bottom of foundation excavations SM 1,683 1,395 - -

B Ditto. But to hardcore area SM 673 504 - -

Plain in-situ concrete Class 10 (40mm aggregate) as

described in:-

C 50mm horizontal blinding under column bases SM 144 114 - -

D 50mm thick blinding under strip foundation SM 280 233 - -

Vibrated reinforced concrete class 25 (20mm aggregate) as

described in

E 200mm Thick wall strip foundations CM 56 47 - -

F 175mm Thick Ground floor bed SM 742 504 - -

G Column bases CM 47 37 - -

H Column studs CM 9 6 - -

I Ground Beams CM 37 26 - -

Mild steel round bars to BS 4449 as described including

cutting to length, bending, hoisting and fixing

J 8mm diameter bars KG 1,428 1,002 - -

RATE

(EUR)

Multipurpose Workshop




(EUR)

AMOUNT

(EUR)

RATE

(EUR)

High yield square twisted cold formed bars to BS4449

including cutting to length, bending, hoisting and fixing

and including all necessary tying wire and spacing blocks

K 12mm diameter bars KG 683 421 - -

L 16mm diameter bars KG 3,826 2,687 - -

Welded fabric mesh reinforcement to BS 4483 as described

L

BRC type A.142 laid in ground floor bed with 250mm side and

head laps SM 742 504 - -


Sawn formwork as described to:-

A Sides of column bases SM 110 85 - -

B Sides of column studs SM 71 52 - -

C Edge of floor bed 150mm -225mm high LM 266 156 - -

D Ground beams SM 372 258 - -

Solid Concrete block : load bearing ( 4.00 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

E 200mm plinth walling SM 397 329 - -

Damp proof membrane

FSingle layer of 1000 gauge polythene laid on blinded hardcore

with 150mm minimum side and end laps SM 742 504 - -

Two coats of external cement render (1:4) finished with

G 12mm thick to walls SM 122 122 - -

Two coats of Black Bitumastic paint on - -

H Rendered walls SM 122 122 - -


COLLECTION

Total brought forward from page 1/1/1 - -



TOTAL CARRIED TO MAIN SUMMARY - -

1/1/3

ELEMENT NO. 2

R.C FRAME

Vibrated reinforced concrete class 25 (20mm aggregate) as

described in

A Columns CM 2 2 - -

Mezzanine floor construction

B

150mm Thick suspended mezzanine slab consisting of

reinforced concrete Class 25 on Gauge 26 Super V profile

decking sheets(measured separately) in Concrete Class 25. SM 137 0 - -

Welded fabric mesh reinforcement to BS 4483 as described





(EUR)

AMOUNT

(EUR)

RATE

(EUR)

C

BRC type A.142 laid in ground floor bed with 250mm side and

head laps SM 137 0 - -

Mild steel round bars to BS 4449 as described including

cutting to length, bending, hoisting and fixing

D 8mm diameter bars KG 21 21 - -

High yield square ribbed bars to BS4449:2005 including

cutting to length, bending, hoisting and fixing and

including all necessary tying wire and spacing blocks

E 12mm diameter bars KG 22 22 - -

Sawn formwork as described: to

G Vertical sides of columns SM 8 8 - -

H Edges of suspended slab 150 - 225mm girth LM 48 0 - -


1/2/1

ELEMENT NO. 3

STAIRCASES

STRUCTURAL STEEL STAIRCASES

Structural Steelwork should be designed in accordance

with BS 5950 part 1: 2000, BS for sturctural use for

steelwork in buildings.

All structural steel should be grade 43, to BS 4360, unless

stated otherwise

The rate for structural steelwork should include all plates,

bolts, welded joints and all connections as per Engineer's

detailed drawings

A 150x50x4mm RHS in stringers KG 72 0 - -

B IPE 200X100 in landing beams KG 78 0 - -

C 4mm thick Chequered plates to landing and treads KG 172 0 - -

SUNDRIES

E

Allow for all connections plates, cleats, weld joints and heavy

duty bolts, nuts and washers to approval, including all builders

work ITEM 1 0 - -

STAIRCASE BALUSTRADING AND RAILINGS

F

Supply and fix 1000mm high balustrading and railings; incuding

all welded connections, fixing accessories and decorations; as

per Architect's detailed drawings LM 9 0 - -

Touch-up primer : prepare and apply three coats oil paint :

to

G Structural steel work. KG 322 0 - -


1/3/1

ELEMENT NO. 4

STRUCTURAL STEEL

PORTAL STRUCTURE AND ROOF COVERING AND RAIN

WATER DISPOSAL

Structural Steelwork should be designed in accordance

with BS 5950 part 1: 2000, BS for sturctural use for

steelwork in buildings.





(EUR)

AMOUNT

(EUR)

RATE

(EUR)

All structural steel should be grade 43, to BS 4360, unless

stated otherwise

The rate for structural steelwork should include all plates,

bolts, welded joints, all connections and one coat red

oxide primer as per Engineer's detailed drawings

A Columns; 254x146 UC 31 KG 4,886 3,556 - -

B Portal Rafters; IPE 200 X 100 KG 2,718 2,061 - -

C Tie beams and intermediate beams; 152X89X16kg/m KG 5,280 2,688 - -

D Mezzanine Primary beams; 305x102 UB 29 kg/m KG 2,372 0 - -

E Mezzanine Secondary beams; IPE 200 KG 862 0 - -

F 175X65X2 ARYSHIRE ZED Purlins weighing 5.17kg/m KG 3,760 2,643 - -

G Rafter bracings; 60x60x4 Angles weighing 3.66kg/m KG 1,342 560 - -

MILD STEEL, GRADE GJ

H

200 x 1.5mm thick mild steel fascia plate welded to ends of

trusses complete with cleats and one coat zinc chromate

primer. LM 240 140 - -

One coat Primer : two undercoats : and one coat gloss oil

paint : on metal : to

I Structural steel work. KG 21,220 11,508 - -

J Mild steel fascia 200 - 300mm girth LM 240 140 - -

TOTAL CARRIED TO COLLECTION - -

1/4/1

SUNDRIES

A

Allow for all connections plates, cleats, haunches, weld joints

and heavy duty bolts, nuts and washers to Architect's approval,

including all builders work ITEM 1 1 - -

DECKING SHEETS

B

26-Gauge Super V decking sheets : fixed to steel beams with

and including all necessary accessories SM 137 0 - -

ROOF COVERING

26-Gauge IT4 Galvanized pre-painted roofing sheets : fixed

to Z-purlins with and including J-Bolts complete with

washers: in

C Sheets laid sloping not exceeding 15 degrees from horizontal. SM 903 630 - -

D Ridge cap to match LM 25 25 - -

E Ditto but Hip flashings LM 20 20 - -

F Ditto but Wall flashings LM 13 13 - -

26-Gauge IT4 profile translucent roofing sheets : fixed to Z-

purlins with and including J-Bolts complete with washers:

in

G Sheets laid sloping not exceeding 15 degrees from horizontal. SM 34 34 - -

ROOF INSULATION

Supply and fix SISULATION (420) INDUSTRIAL GRADE

THERMAL INSULATION SHEETS OVER PURLINS with

galvanized tying wire and 4mm diameter PVC coated

straining wire at 383mm centers in accordance with the

manufacturer's printed instructions : to

H Underside of Roofing material SM 903 630 - -


1/4/2

RAIN WATER DISPOSAL





(EUR)

AMOUNT

(EUR)

RATE

(EUR)

Mild Steel Gutter

A

1200mm girth x 1.2mm thick mild steel gutters complete with

and including mild steel brackets LM 136 100 - -

B Extra over gutter for outlet to suit 150mm diameter pipe NO 15 15 - -

C Extra over for closed end NO 8 8 - -

PVC Key terrain fixed in accordance with manufacturer's

instructions

D 150mm diameter PVC down pipe: embedded into IPE columns. LM 81 63 - -

E Extra over downpipes for 90 degrees bend. NO 15 15 - -


COLLECTION





1/4/3

ELEMENT NO. 5

WALLING

Precast concrete class 20; finished fair on all exposed

surfaces including bedding and jointing in cement sand

(1:3) mortar

A 305 x 75mm Weathered and throated window cill LM 151 106 - -

B 200 x 200mm Lintols LM 192 134 - -

Solid concrete blockwork jointed and pointed in cement

sand (1:4) mortar : with and including hoop iron wall ties

every alternative course : in

C 200mm Thick walls SM 542 637 - -

DAMP PROOF COURSE OF BITUMEN FELT TO B.S 743

Type A with 150mm laps including cement and sand (1:3

levelling bed

D 200mm Wide LM 294 234 - -

Sundries

E

20 SWG Hoop iron wall tie 25mm wide x 450mm long cast

75mm into concrete and built into joint of blockwalling No. 15,484 12,801 - -

Concrete louver block walling

200x200mm solid concrete louvre block jointed and

pointed in cement sand (1:4) mortar: finished to

Architect's approval and specifications

F 200mm Thick walls SM 348 218 - -


1/5/1

ELEMENT NO. 6

WINDOWS

STEEL WINDOWS

SUPPLY AND FIX STANDARD STEEL WINDOWS

comprising of standard steel sections ;with all necessary

accessories and Iron mongery and one coat of red oxide

primer; all to Architect's detailed drawings .





(EUR)

AMOUNT

(EUR)

RATE

(EUR)

A Window W1 oversize 900 x 1600mm high, W1 No. 11 11 - -

B Window overall size 1200 x 1900mm high, W2 No. 17 10 - -

C Window overall size 950 x 700mm high, W3 No. 18 18 - -

D Window overall size 600 x 600mm high, W4 No. 7 7 - -

E Window overall size 5700 x 700mm high, W5 No. 15 14 - -

F Window overall size 1800 x 1500mm high, W6 No. 2 0 - -

PURPOSE MADE STANDARD Steel burglar proofing made

from 16mm diameter round bars : one coat red oxide

primer

G Window W1 oversize 900 x 1600mm high, W1 No. 11 11 - -

H Window overall size 1200 x 1900mm high, W2 No. 11 10 - -

I Window overall size 950 x 700mm high, W3 No. 18 18 - -

J Window overall size 600 x 600mm high, W4 No. 7 7 - -

K Window overall size 5700 x 700mm high, W5 No. 15 14 - -

L Window overall size 1800 x 1500mm high, W6 No. 2 0 - -

TOUCH-UP PRIMER, prepare and apply two undercoats

and one finishing coat gloss oil paint on:-

M General surfaces SM 268 142 - -

N Burglar proofing SM 242 133 - -


1/6/1

ELEMENT NO. 7

DOORS

STEEL DOORS

Supply and fix mild steel door comprising of Standard

steel sections, with all necessary ironmongery and one

coat of red oxide primer; all to Architect's detailed

drawings.

A

Steel frame roller shutter door overall size 2700 x 2500mm high,

D2 No 2 2 - -

B

Steel framed double swing door overall size 1500 x 2750mm

high; with 400mm permanent ventilation above, D3 No 1 1 - -

C

Steel framed swing door overall size 900 x 2750mm high;with

400mm permanent ventilation above, D3b No 4 2 - -

Mild steel Gates

D

Mild steel sliding gate D1 size 4000 x 2100mm high with and

including all the necessary ironmongery and fixing in position,

to Architect's details. NO 2 2 - -

TOUCH-UP PRIMER, prepare and apply two undercoats

and one finishing coat gloss oil paint on:-

E General surfaces SM 87 77 - -

TIMBER DOORS

Hardwood Flush Doors

50mm THICK SOLID CORED FLUSH DOORS faced both

sides with 6mm thick internal quality "mvule" veneered

plywood facing for polishing and lipped all round with

"mvule" wood to Architect's detailed drawings

F Single leaf swing door overall size 900 x 2400mm high, D4 No. 5 3 - -

G Single leaf swing door overall size 800 x 2100mm high, D5 No. 6 6 - -


1/7/1





(EUR)

AMOUNT

(EUR)

RATE

(EUR)

Approved Wrot frames and linings selected treated and

kept clean; to Architect's detailed drawing.

A 200 x 50mm frames: LM 59 47 - - - -

B 50 x 20mm architrave: splayed LM 117 94 - -

Prepare surface and apply Three coats, polyurethane clear

vanish in accordance with manufacturer's instructions : on

wood work : to

C General surfaces SM 42 33 - -

D Ditto n.e 200mm girth LM 59 47 - - - -

E Prime back of frame before fixing LM 59 47 - - - -

Supply and fix the following ironmongery: locks and

furniture where applicable are to be equal to those

manufactured by " UNION" and or any other equal and

approved by the Architect.

Lock set

F

Stainless steel 2-lever Mortice lockset complete with; flanged

strike plate with latch and dead bolt pocket; solid stainless steel

lever handle on plate Ref: "692-24-95-AS" No. 11 9 - - - -

Door Stops

G

Wall or Floor mounted Rubber door stop Ref:"DS-F-006-

SSS"/DS-W-021-SSS No. 8 8 - - - -

Hinges

H 100mm Stainless steel butt hinges Ref: "HN-SW-403020-SSS" Prs 17 14 - -


COLLECTION




1/7/2

ELEMENT NO. 8

EXTERNAL FINISHES

WALL FINISHES

20mm thick bagwash painting to Architect's approval and

specifications

A Wall surfaces SM 542 637 - -

DRAINAGE CHANNEL

B

Allow a provisional sum of EUR ………… (Amount in Words)

for construction of 2No. Drainage channels in paved areas; to

Architect's detailed design, including all finishings and builders'

works. ITEM 2 2 - -


1/8/1

ELEMENT NO. 9

INTERNAL FINISHES

FLOOR FINISHES

Cement and sand (1:3) screed;

A 25mm Thick steel floated SM 828 580 - -

POLISHED TERRAZZO : FIRST COAT OF 26MM THICK

WATER PROOF CEMENT AND SAND (1:3) second coat of

24mm 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





(EUR)

AMOUNT

(EUR)

RATE

(EUR)

B Wet areas SM 59 59 - -

C 100mm high skirting LM 42 42 - - - -

WALL FINISHES

Cement, lime and sand (1:2:9) plaster; steel trowelled hard

and smooth as described:

D 12mm thick to walls SM 1,688 1,182 - - - -

Prepare and apply three of silk vinyl emulsion approved

paint: internally; on

E Plastered surfaces SM 1,688 1,182 - -

Cement and sand (1:4) screed;

F 12mm Thick to walls to receive Ceramic tiles. SM 80 80 - - - -

Supply and fix: 300 x 300 x 6mm Thick approved ceramic

wall tiles: bedded and jointed in approved adhesive:

pointed with pproved coloured grout: to

G Plastered surfaces SM 80 80 - -

INSPECTION PIT

H

Allow a provisional sum of EUR ………... (Amount in Euros) for

construction of inspection pit in motor vehicle mechanics

workshop to Architect's detailed drawings. ITEM 1 1 - -

FLOOR DRAIN

I

Allow a provisional sum of EUR ……. (Amount in words) for

construction of a 200mm x 75mm deep open channel floor

drain to minimum fall 1:40 in laboratory area; all to Architect's

approval ITEM 1 1 - -


1/9/1

ELEMENT NO. 10

OPEN YARD PAVED AREAS

A

Prepare surface by light grading and compaction of the

subgrade to 95 % MOD. AASHTO, CBR > 15 and PI 25 and

ready to receive base coarse (ms). SM 210 648 - -

B

Supply and spread 200mm thick good quality hardcore bed:

hand packed and compacted with 20mm diameter chippings CM 84 230 - -

C 150mm Thick crush run: properly compacted SM 210 648 - -

D

50mm thick layer of sand, well watered and rolled ready to

receive pavers (m.s) SM 210 648 - -

E

80mm Thick heavy duty precast concrete grade 25 pavers laid

to 1.67% falls on prepared surface and jonted with sand SM 210 648 - -


1/10/1


Page 32


Item Description Unit Qty Qty Amount (EUR) Amount (EUR)

MULTIPURPOSE WORKSHOP IN NAKAPIRIPIRIT

ELEMENT NO.11

ELECTRICAL INSTALLATIONS

ALL SPECIFIED MATERIALS - GENERAL NOTES

i) To be supplied, delivered to Site, installed, connected complete

and commissioned in full working condition including all the

necessary fixing/ mounting/ terminating accessories as per

Specification and Drawings, tested and commissioned to the

satisfaction of the Electrical Engineer.

ii) All electrical items to be suitable for 415/240V power system.

iii) All power supply cables measured under this Bills of Quantities

have provisional route length stated. Actual measurements will

be done on site during evaluation.

iv) All underground reticulation and distribution cables are to be

supplied and installed c/w all necessary fixing

/clipping/supporting/glanding and termination accessories as

per general specification and type approved by the supervising

Electrical Consultant.

v) The rate for the underground cables shall cover excavation,

sand-bedding, backfilling, trenching, where necessary, and all

associated builders' works. Actual measurements shall be based

on the site conditions.

vi) All indoor cables are to be recessed within the cable ducts,

ceiling voids, wall fabric enclosed in suitably sized PVC

conduits neatly installed and to further Instructions from the

Electrical Engineer and/or Drawings.

vii) All lightings fittings shall be as per Specifications and Drawings

with control gear compartible with 240V/50Hz, and shall have

integral high freqency electronic gear. All lighting fittings are

to be approved by the Electrical Engineer prior to installation.

viii) All Fire Detection and Alarm System elements are to be to fully

addressable to Menvier System Architecture, or otherwise

approved.

ix) The entire electrical installation shall be tested for compliance

in accordance to the 17th Edition of the IEE Wiring Regulations

and witnessed / approved by the Engineer.

x) The contractor shall allow for the following;

A Production of 3 Sets of Hard and Soft Copies for the Electrical

Installation for maintenance and records

B Witnessing of tests and commissioning the entire electrical

installation as per code of practice and regulations by the

Engineer.

C Making good all associated builder's works that may arise as a

result of the Electrical Installation works hereof.


1/11/1

GENERAL WORKS

A 600x600x750mm (internal dimensions) inspection chambers

consisting of 150mm thick concrete block wall and finished in

20mm thick water proof cement/ sand screed complete with

concrete cover (For electrical power, and Voice and data entry

into the building).

NO 4 3 - -

B 110mm diameter PN6 uPVC pipes for incoming electrical power

cables, voice & data lines as per drawing.

LM 200 180 - -

C IP65 rated metalcased adaptable box size of 250 x 250 x 75mm

complete with mounting rail and cable connectors. (For power

cable and data cable entry into buildings). The rate shall

include labelling the boards and all necessary mounting

accessories.

NO 4 3 - -

DISTRIBUTION BOARDS AND CONSUMER UNITS

D Metalcased and Lockable 250A, 16-Way Low Voltage TPN

MCCB Main and Sub-Main Distribution Board -DB1, Form 2B

Type 2, complete with but not limited to the following items,

all as per Specifications and Drawings and to Utility Authority

Standards and Approval.

NO 1 1 - -

i) Incoming and outgoing MCCBs

ii) Emergency Stop Switch

iii) Phase Indicators

Rate

(EUR)

Volume 2 Bill of quantities - Lot 2 Nakapiripirit UGA348

Page 33



Rate

(EUR)

iv) Accurate and Tidy Labelling

v) All associated accessories

To ABB/ Schneider Electric/ approved Manufacture

E Metalcased and Lockable 200A, 16-Way Low Voltage TPN

MCCB Distribution Board - DB2, complete with but not

limited to the following items, all as per Specifications and

Drawings and to Utility Authority Standards and Approval.

NO 2 1 - -

i) Emergency Stop Switch

ii) Phase Indicators

iii) Accurate and Tidy Labelling

iv) All associated accessories

To ABB/ Schneider Electric/ approved Manufacture

POWER RETICULATION AND DISTRIBUTION CABLES:

F 120mm sq, 4-Core XLPE-SWA-PVC Copper cables connected

from the SMDB9 to the SMDB7, through PVC conduit/

trenches, as per drawings.

LM 120 120 - -

G 50mm sq, 4-Core XLPE-SWA-PVC Copper cables connected

from the SMDB7 to the DB1, through PVC conduit/ trenches,

as per drawings.

LM 60 0 - -


1/11/2

GROUND FLOOR

LIGHTING FITTINGS:

A High performance IP65 rated dust and moisture proof

corrosion resistant luminaire with GRP canopy, diffuser and

stainless steel toggles complete with 1x28W T5 linear

fluorescent lamps with electronic control gear. As Thorn

CorrosionForce SAP Code 96234556, or approved equivalent.

NO 26 226 - -

B Fluorescent batten fitting for 1x28W T5 fluorescent lamps with

electronic control gear, as Thorn Arrowslim T8 SAP Code

96003907, or approved equivalent.

NO 4 0 - -

C Enclosed IP65 vandal resistant wall mounting luminaire for

28W 2D lamps. With die cast aluminium base and prismatic

polycarbonate lens. As Fitzegerald Sentinel ordering reference

SNT2D28 or approved equivalent.

NO 30 30 - -

D Suspended fluorescent batten fitting for 2x28W T5 fluorescent

lamps with electronic control gear, as Thorn Popular Pack

batten SAP Code 96229557 complete with suspension kit and

metal reflector as Thorn Popular Range Metal Reflector SAP

Code 96014870, or approved equivalent.

NO 50 30 - -

E Enclosed IP65 vandal resistant wall mounting luminaire for

28W 2D lamps. With die cast aluminium base and prismatic

polycarbonate lens. As Fitzegerald Sentinel ordering reference

SNT2D28 or approved equivalent.(Welding booth light)

NO 0 0 - -

F Pendant fitting for 8W LED lamp complete with ceiling rose,

suspension cable, lamp holder and LED lamp. (Lavatories)

NO 12 12 - -

WIRING ACCESSORIES

G 6A/240V SP 1-Gang 1-Way white moulded plate switches c/w

flush mounting box, and accessories, as to MEM Cat No. 2400,

or approved equivalent.

NO 12 11 - -

H ditto as above but 3-Gang 1-Way, as to MEM Cat No. 2401, or

approved equivalent.

NO 2 2 - -

I 6A/240V SP 2-Gang 2-Way white moulded plate switches c/w



NO 12 10 - -

J 6A/240V SP 3-Gang 2-Way white moulded plate switches c/w



NO 4 2 - -

K Photocell with 50-75 lux switch-on level and 10A switching

capacity, and complete with an IP65 rated vandal resistant

polycarbonate enclosure. As Thorn Switchlite exterior

photocell or approved equivalent.

NO 2 2 - -

L 13A SP 2-Gang white moulded plate switched socket outlets c/w

flush mounting box, as to MEM Cat No. 3101, or approved

equivalent.

NO 20 18 - -


Page 34



Rate

(EUR)

M 32A 2P+E 250V~ Surface mounting industrial socket outlet as

to Legrand Cat No. 055573 , or approved equivalent. To be

supplied complete with top plug.

NO 18 12 - -

N 32A 3P+N+E 415V~ Surface mounting industrial socket outlet as

to Legrand Cat No. 055578 , or approved equivalent. To be

supplied complete with top plug.

NO 18 11 - -

O IP55 rated 63A 4P isolator with direct front handle, for surface

wall mounting, as to Legrand Cat No. 022515 , or approved

equivalent.

NO 4 3 - -


1/11/03

CABLE TRAY:

A Cable tray 300x50mm made from Galavanised steel sheets with

perforations, complete with hangars and all accessories.

LM 160 140 - -

WIRING

Lighting points:

B All wiring of lighting points are to be connected complete and

ready from 16A SP miniature circuit breakers, using 2.5mm sq.

PVC-Insulated single core copper cables drawn in uPVC flush

installed conduits/trunking, through switches, and as per

drawings.

NO 122 98 - -

Power points:

C All wiring of power points are to be connected complete and


PVC-Insulated single core copper cables in ring circuit, drawn

in pvc conduits, as per drawings.

NO 20 18 - -

Industrial socket outlets:

D All wiring of power points are to be connected complete and


PVC-Insulated single core copper cables, drawn in pvc

conduits, as per drawings.

NO 18 12 - -

Industrial socket outlets:

E All wiring of power points are to be connected complete and

ready from 32A TP miniature circuit breakers, using 4.0mm sq.



NO 18 6 - -

F All wiring of power points are to be connected complete and

ready from 32A TP miniature circuit breakers, using 10.0mm sq.



NO 6 5 - -

Three phase equipment

G All wiring to Three phase equipment are to be connected

complete and ready from 63A TP miniature circuit breakers,

using 16.0mm sq. PVC-Insulated single core copper cables,

drawn in pvc conduits and through 63A isolators, as per

drawings.

NO 4 2 - -


1/11/4

Welding Fume extraction units:

A Welding cubicle fume extraction hood 1500x1500x300mm in

1.5mm steel sheets, complete with fume hood and connecting

fume duct and all accessories

NO 1 0 - -

B In line extraction fan diameter 300mm capacity 1500m3/h at 30

Pa, 3phase 415V 50Hz.

NO 1 0 - -

C Welding curtain made from heavy duty PVC strips

1500x2100mm complete with acceessories.

NO 1 0 - -

SOLAR LIGHTING SYSTEM

D Solar PV panel 100 W monocrystalline approved. No. 18 0 - -

E 100 A charge controller approved. No. 2 0 - -

F Deep discharge maintenance free VRLA sealed batteries

approved @ 12V 200 Ah

No. 8 0 - -

G Pure sine wave inverter rated at 3000 W 12 VDC, 240 VAC, 50

Hz, as approved (Inverter 1).

No. 1 0 - -

H Anti-surge protection (varistor). No. 1 0 - -

I UV resistant cables. Item 1 0 - -


Page 35



Rate

(EUR)

J Solar PV panel mount frames made of dixon type mild steel

angle iron with perforations and galvanised.

No. 1 0 - -

K Lockable battery box with vents and shelves to store 11

batteries, 1 inverter and 2 charge controllers made of resin

coated mild steel plates on all sides with air vents and lockable

doors at the front. The lock should be openable with an allen

key.

No. 1 0 - -

L Installation materials including cables and all sundries. Item 1 0 - -

M 100 A SPN 4 ways consumer's unit for surface mounting

complete with integral isolator, MCBs and all accessories as

Crabtree or equal approved (CU) for common lighting.

No. 2 0 - -

N Cabling from inverter to consumer's units by 3 Core x 16mm2

XLPE/SWA/PVC copper cables buried in the ground complete

with terminations, glanding, clipping and all accessories.

m 128 0 - -

O Controller to direct the charging of batteries from the solar PV

system, grid electricity and standby generator.

No. 1 0 - -

P 32 A Double Pole switch. No. 1 0 - -


1/11/5

MEZZANINE FLOOR

DISTRIBUTION BOARDS AND CONSUMER UNITS

A 100A 12way SPN MCB wall mounted recessed Consumer's Unit,

complete with integral isolator, MCBs and all accessories, as L

& T or equal approved.

NO 1 0 - -

POWER RETICULATION AND DISTRIBUTION CABLES:

B 25mm sq, 4-Core XLPE-SWA-PVC Copper cables connected

from DB1 to CU2, through PVC conduit/ trenches, as per

drawings.

LM 30 0 - -

LIGHTING FITTINGS:

C Fluorescent batten fitting for 1x28W T5 fluorescent lamps with

electronic control gear, as Thorn Arrowslim T8 SAP Code

96003907, or approved equivalent.

NO 12 0 - -

D Pendant fitting for 8W LED lamp complete with ceiling rose,

suspension cable, lamp holder and LED lamp.

NO 2 0 - -

WIRING ACCESSORIES

E 6A/240V SP 1-Gang 1-Way white moulded plate switches c/w



NO 2 0 - -

F ditto as above but 3-Gang 1-Way, as to MEM Cat No. 2401, or


NO 2 0 - -

G 6A/240V SP 2-Gang 2-Way white moulded plate switches c/w



NO 2 0 - -

H 13A SP 2-Gang white moulded plate switched socket outlets c/w

flush mounting box, as to MEM Cat No. 3101, or approved

equivalent.

NO 6 0 - -

WIRING

Lighting points:

I All wiring of lighting points are to be connected complete and


PVC-Insulated single core copper cables drawn in uPVC flush

installed conduits/trunking, through switches, and as per

drawings.

NO 14 0 - -

Power points:

J All wiring of power points are to be connected complete and


PVC-Insulated single core copper cables in ring circuit, drawn

in pvc conduits, as per drawings.

NO 6 0 - -


1/11/6

FIRE ALARM AND DETECTION SYSTEM


Page 36



Rate

(EUR)

Supply and install the following elements (c/w fixing

accessories) of the Menvier / GENTconventional fire alarm

and detection system or approved equivalent. The rate

shall include Manuals, Testing and Commissioning the

System to the Satisfaction of the Engineer.

A Optical sensor c/w base NO 12 11 - -

B Heat sensor c/w base NO 14 0 - -

C Manual Breakglass call point NO 10 10 - -

D Alarm sounder NO 5 5 - -

E Conventional 2-zone 2-Loop Fire Alarm Control Panel NO 1 1 - -

F Loop wiring of Detection Elements using 1.5mm sq 2-core

Firetec OHLS 300/500V stranded copper cables to AEI CABLES

LTD ref F2C1.5E or approved equivalent, in conduits (cable

included).

NO 42 36 - -

G Power supply unit complete with 2x2.1Ah battery back up, for

the above units, to Menvier manufacture.

NO 1 1 - -

LIGHTNING PROTECTION SCHEME AND BUILDING

EARTHING

All items are to be supplied and installed complete with

all the required mounting, fixing, clipping, testing,

connecting accessories, connected, tested and

commissioned to the satisfaction of the Electrical

Engineer.

H 25mm x 3mm copper tape as to FURSE Cat. No. TC030, or


LM 110 110 - -

I 25mm x 3mm copper square test clamp, as to FURSE Cat.No.

CT 105, or approved equivalent.

NO 6 6 - -

J 1000mm x 15mm air rod, as to FURSE Cat. No. RA 225 c/w

multiple point, as to FURSE Cat. No. RA 600, air terminal base,

as to FURSE Cat. No. SD 105, and ridge saddle, as to FURSE

Cat. No. SD 115, or approved equivalent.

NO 8 8 - -

K 25mm x 3mm tape clip as FURSE cat CP210 NO 100 100 - -

L Copper rod to tape clip as FURSE Part No. CR105 NO 12 12 - -

M 1200mm x 20mm solid copper earth rod, as to FURSE Cat.No.

RC 015, complete with driving stud and coupler, and all

necessary accessories.

NO 14 14 - -

N 300x300mm Concrete inspection chamber for all earthing

points, complete with cover and clearly labelled

NO 6 6 - -

O 25mm sq. PVC sheathed copper cable for bonding the power

distribution boards, building earthing and lightning protection

system.

LM 120 120 - -


COLLECTION

Total carried forward from 1/11/1 - -







TOTAL CARRIED TO SUMMARY - -

1/11/7

ELEMENT NO.12

MECHANICAL INSTALLATIONS

The Contractor shall supply, deliver,install, test and

commission to the satisfaction of the Engineer the

following including builders works:-

The Tenderers must allow in their prices for all

couplings,connectors as required in the running lengths

of pipes

INTERNAL WATER SUPPLY AND DISTRIBUTION

All Cold and Hot Water piping shall be PPR pipe

PN25.Complete with Tees,Sockets,Elbows,Threaded

adapters,Threaded elbows,Reducers and all associated

fittings.

PPR Pipes PN25

A 20mm LM 30 30 - -

B 25mm LM 30 30 - -

C 32mm LM 30 30 - -

D 40mm LM 20 20 - -


Page 37



Rate

(EUR)

E 50mm LM 40 40 - -

Isolating Valves

F 20mm NO 10 10 - -

G 25mm NO 4 4 - -

H 32mm NO 4 4 - -

I 40mm NO 2 2 - -

J 50mm NO 2 2 - -

K 15mm(1/2") flexible tubing 450mm long NO 10 10 - -

L 15mm angle valves as Pex England Grohe or equal and

approved

NO 10 10 - -

INTERNAL DRAINAGE

Supply and Install the following including clamps/

brackets for supporting pipes, builders works which

involves making good to any openings made in floor slabs

and chiselling of walls

uPVC Pipes PN6

M 40mm Complete with Tees, Bends, Reducers, Access plugs,

necessary fittings and accessories.

LM 50 50 - -

N 50mm Complete with Tees, Bends, Reducers, Access plugs,


LM 40 40 - -


1/12/1

A 110mm Complete with Tees, Bends, Reducers, Access plugs,


LM 80 80 - -

B 110 x 50mm PVC Floor trap NO 10 10 - -

C Stainless steel grating 150x 150 NO 0 0 - -

D 110mm Straight WC connector NO 4 4 - -

E 110mm Vent Cowl NO 2 2 - -

SANITARY FITTINGS

Supply and install the following sanitary fittings including

all necessary fittings and accessories

WC Squatting pan

F WC Squatting pan as Franke model SBE Squat pan

manufactured from 1.2mm gauge grade 304(18/10) Stainless

Steel throughout with the foot plate tray pressed in anti-slip

raised pattern on both sides of and infront of the flush bowl

and 20mm horizontal grouting key on all four sides and flush

bowl pressed into one piece. Complete with a rear entry

flushing spreader with self sealing mechanism for flush

pipe,110mm external waste outlet,brackets,flexible hose,inlet

connector,rubber,flush pipe and clips.

NO 2 2 - -

WC Stainless Steel cistern

G WC Stainless Steel cistern as Franke Model 356605 SCH High

level 11Litre Cistern 490x 336x150mm manufactured from

Grade 304(18/10) Stainless steel complete with Supa flush valve,

chain and ball valve Model 356600 and Stainless steel flush

pipe 1700mm Model 403237.

NO 2 2 - -

Wash Hand Basin

H Wash hand basin as Franke Oval V inset vanity basin

590x375x160mm deep manufactured from a high grade

austenitic stainless steel, 0.8mm gauge. Complete with 40mm

waste outlet, 32mm chrome plated bottle trap, basin pillar taps

1/2" chrome as Vado astra AST-106-C/P with contract handle.

NO 5 2 - -

Workshop sink

I Sink as Franke SIRX 342 Washtrough in Grade 18/10 Stainless

Steel of size 500 x 450mm, 11/2 "unslotted strainer waste, wall

mounted 1No. 1/2 " Robinet bib cock with blue index, or wall

mounted bibtap 150mm as Vado astra AST-162C-15-C/P, or wall

mounted lever arm bibtap chrome plated as PEX-708-1/2", 11/2 "

bottle trap, stainless steel brackets,rivets,flanges and all fixing

accessories

NO 4 4 - -

WC Suite

J Close coupled WC Suite as Ideal standard Rugiada in vitreous

china, WC suite in white colour,P&S-trap,WC pan vertical

outlet with fixing kit,outlet connector, Cistern complete with

6Litre flushing fittings push button for interruption at

will,lacquered seat and cover with stainless steel hinges.

NO 1 1 - -


1/12/2

Disabled WC Suite Assembly


Page 38



Rate

(EUR)

A Close coupled WC Suite as Ideal standard San Remo in vitreous

china, WC suite in white colour,P&S-trap,WC pan vertical

outlet with fixing kit,outlet connector, Cistern complete with

6Litre flushing fittings push button for interruption at

will,lacquered seat and cover with stainless steel hinges

NO 1 1 - -

Wash Hand Basin

B Wash basin wall pedestal 610mm with elbow support, shaped

edges for a better grip as Ideal standard San Remo complete

with one center tap hole,white colour,32mm chrome plated

bottle trap, Complete with 1/2" Pillar tap Elbow action as

Cobra Medical 503-21B.

NO 1 1 - -

C Corner support rail 1500x600x800 as Ideal standards NO 1 1 - -

D Safety straight hand grip rails 600mm long as Ideal standard S

6454 AC made of steel and coated by polyamide material.

NO 4 4 - -

E Grab rails 600mm long with toilet roll holder as 'twyfords' AV NO 2 2 - -

F Support arm 800mm hinged safety rails as Ideal standard S

6467 AC made of steel and coated by polyamide material.

NO 4 4 - -

Toilet roll holder

G Wall mounted Toilet paper roll holder manufactured from

0.9mm thick 18/10 Stainless steel - satin finish as Franke

BHM13P

NO 3 3 - -

H Robe Hook with rubber stop as Franke BHM 16P. NO 3 3 - -

I Wall mirrors 600 x 400mm with bevelled edges polished with

chrome plated dome shaped screws

NO 5 5 - -

J Stainless steel Urinal Bowl complete with 38mm chrome

plated waste, for flush valve fittings complete with all

accessories, as Armitage Shanks or equal approved.

No 1 1 - -

K Flush valve fittings for Urinal complete with all accessories, as

DOCOL or equal approved.

No 1 1 - -

Stainless Steel Slab Urinal

L Wall hung Slab urinal in Stainless Steel, Trough Length 2500 x

320 x 800mm as FRANKE complete with concealed flush valve

as DOCOL, waste outlet, flush pipes, valves, urinal waste, and

all necessary fittings and accessories

NO 1 1 - -

Shower Head/Arm

M 20mm GI shower pipe concealed in wall complete with 100mm

diameter fixed shower head complete with all accessories.

NO 4 4 - -

N Shower stop cock NO 4 4 - -

O Lever Arm Bib Tap chrome plated 1/2" as PEX 708-1/2. NO 4 4 - -


1/12/3

GAS INSTALLATIONS

Gas Installations

A Gas manifold 50mm diameter with 4no inlet valves and 1no

outlet valve complete with all accessories.

NO 1 1 - -

B Gas copper pipes 20mm diameter complete LM 35 25 - -

C 50mm PVC Pipe to carry gas pipe LM 35 23 - -

D Gas valves NO 3 3 - -

E Welding gas cage complete with all accessories NO 1 1 - -

F 50kg gas cylinder complete with control valve and filled with

the required Welding Gas.

NO 1 1 - -

FOUL EXTERNAL DRAINAGE SYSTEM-PIPES AND

FITTINGS

G Excavate trench 0.4M wide ,Max and 1M deep back fill ram and

cart away excess soil to lay drainage pipes as detailed.

LM 60 60 - -

H uPVC pipe 110mm PN 6 to be laid as detailed. LM 60 60 - -

I Manhole as 600 x 450mm (internally) inspection chambers

600mm deep invert consisting of 150mm thick concrete block

wall, benched and channeled in concrete Class "Q' and

rendered and trowelled smooth in 20mm thick water proofed

cement/sand screed including excavation and medium duty

approved cast iron cover and frame

NO 4 4 - -


Page 39



Rate

(EUR)

J Manhole as 900 x 750 mm(internally) inspection chambers 800

to 1500mm deep invert consisting of 150mm thick concrete

block wall, benched and channeled in concrete Class "Q' and

rendered and trowelled smooth in 20mm thick water proofed

cement/sand screed including excavation and Heavy duty

approved cast iron cover and frame.

NO 3 3 - -

K Manhole as 1200 x 900 mm(internally) inspection chambers

1500 to 2500mm deep invert consisting of 150mm thick

concrete block wall, benched and channeled in concrete Class

"Q' and rendered and trowelled smooth in 20mm thick water

proofed cement/sand screed including excavation,bitumen

coated cast iron steps and Heavy duty approved cast iron cover

and frame.

NO 2 2 - -

L Gully trap 300 x300 complete with Gulley piece concrete

surround and grating and 300 x 300 cast iron cover.

NO 4 4 - -

M Two chamber septic tank for 200 users to detail size 7920 by

3130mm by 2550mm deep to structural Engineer's detail

complete with inlet and outlet chambers.

NO 1 1 - -

N Soakpit size 4M diam 3M deep filled with hard core and

covered with 1000 guage polythene and top made good to

match surroundings

NO 1 1 - -

CYCLONE VENTILATION:-

O Supply and fix GI cyclone ventilators with top and bottom

plates, support frame and any other fixtures.

NO 8 8 - -


1/12/04

WATER SUPPLY, STORAGE AND DISTRIBUTION

A 5,000L PVC tank as Crestank CV-500C Size 1.85m diam, 2.12m

High Complete with 20mm peglar ball valve, 20mm washout,

50mm distribution mains.Tank to be mounted on a metallic

fabricated platform 7.4m high from MS plate and hollow

sections. Price should include a structural stand 7.4m high on

which the tank will rest to Structural Engineers detail.

NO 2 1 - -

B 32mm GI rising/distribution mains to/from water tanks LM 18 18 - -

C Ditto but 25GI LM 24 24 - -

D Ditto but 20GI LM 18 18 - -

E 40mm HDPE pipe PN10 laid in ground for water distribution

from water tanks.Complete with Tees, Elbows, Reducers,

Unions, Reducers, Adapters and all associated fittings and

accessories.

LM 12 12 - -

F Ditto but 32mm LM 30 30 - -

G Ditto but 25mm LM 10 10 - -

H Ditto but 20mm LM 12 12 - -

I Gate Valves 32mm NO 3 3 - -

J ditto but 25mm NO 3 3 - -

K ditto but 20mm NO 3 3 - -

Fire Extinguishers

L 4.5kg capacity manganese steel portable CO2 gas fire

extinguishers conforming to BS 1288, including the appropriate

nominal gas content.

NO 4 2 - -

M 4.5kg capacity dry powder portable fire extinguisher

conforming to BS 1288 including the appropriate nominal

content.

NO 4 2 - -

RAIN WATER HARVESTING

N Cylindrical PVC vertical water tank 10000 Litres as Poly Tanks

or equal approved complete with Bib tap and all accessories for

rain water harvesting.

NO 2 1 - -

O Platform in concrete 3000mm diameter, 400mm high for

mounting above tank.

NO 2 1 - -


COLLECTION

Total brought forward from 1/12/1 - -





TOTAL CARRIED TO SUMMARY - -

1/12/5


PROPOSED MULTIPURPOSE WORKSHOP AT NAKAPIRIPIRIT

TECHNICAL INSTITUTE, NAKAPIRIPIRIT

MAIN SUMMARY



CONDITIONAL PHASE FIXED PHASE

DESCRIPTION PAGE REF AMOUNT (EUR) AMOUNT (EUR)

BILL NO.1

MULTIPURPOSE WORKSHOP IN NAKAPIRIPIRIT

MAIN SUMMARY

PRELIMINARIES P/S - -

SUBSTRUCTURE 1/1/3 - -

R.C. FRAME 1/2/1 - -

STAIRCASES 1/3/1 - -

STRUCTURAL STEEL AND ROOF COVERING 1/4/3 - -

WALLING 1/5/1 - -

WINDOWS 1/6/1 - -

DOORS 1/7/2 - -

EXTERNAL FINISHES 1/8/1 - -

INTERNAL FINISHES 1/9/1 - -

PAVED AREAS 1/10/1 - -

ELECTRICAL WORKS 1/11/7 - -

MECHANICAL WORKS 1/12/5 - -

SUB TOTAL I - -

Add: Contingencies (10%) - -

SUB TOTAL II (EXCLUSIVE OF VAT) - -

Add: VAT (18%) - -

GRAND TOTAL (INCLUSIVE OF VAT) - -

Main Summary Page 2

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