bills of quantities for the proposed multipurpose … · volume 2 bill of quantities - lot 1 moroto...
TRANSCRIPT
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 ST. DANIEL
COMBONI POLYTECHNIC, MOROTO.
BILLS OF QUANTITIES(CONDITIONAL & FIXED PHASE)
PRELIMINARIES
Volume 2 Bill of quantities - Lot 1 Moroto 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.
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:-
Description
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.
Volume 2 Bill of quantities - Lot 1 Moroto UGA348 Page 4
Prelim
- -
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
- -
P/3
A Electric light and power
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.
Carried to summary EUR.
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.
Carried to summary EUR.
PRELIMINARIES
Volume 2 Bill of quantities - Lot 1 Moroto UGA348 Page 5
Prelim
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.
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.
Volume 2 Bill of quantities - Lot 1 Moroto UGA348 Page 6
Prelim
(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
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.
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.
PRELIMINARIES
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.
Volume 2 Bill of quantities - Lot 1 Moroto UGA348 Page 7
Prelim
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
- -
P/8
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
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 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.
Carried to Summary EUR
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
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.
PRELIMINARIES
Carried to Summary EUR
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.
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.
Carried to Summary EUR.
PRELIMINARIES
Volume 2 Bill of quantities - Lot 1 Moroto UGA348 Page 8
Prelim
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
D Visitors to the site
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.
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 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.
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.
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.
Carried to Summary EUR.
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.
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.
Volume 2 Bill of quantities - Lot 1 Moroto UGA348 Page 9
Prelim
E Firm price contract
- -
P/10
A Programme and progress
B Site progress photographs
- -
P/11
Carried to Summary EUR.
PRELIMINARIES
Carried to Summary EUR.
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.
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.
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.)
PRELIMINARIES
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.
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.
Volume 2 Bill of quantities - Lot 1 Moroto UGA348 Page 10
Sum Prelim
CONDITIONAL FIXED
Amount (EUR.) Amount (EUR.)
- -
- -
- -
- -
- -
- -
- -
- -
- -
- -
- -
- -
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 1 Moroto UGA348 15
BILL No. 1
MULTIPURPOSE WORKSHOP INMOROTO
Volume 2 Bill of quantities - Lot 1 Moroto UGA348 Page 16
Volume 2 Bill of quantities - Lot 1 Moroto UGA348 Page 17
CONDITIONAL FIXED CONDITIONAL FIXED
ITEM DESCRIPTION UNIT QTY QTY AMOUNT
(EUR)
AMOUNT
(EUR)MULTIPURPOSE WORKSHOP IN MOROTO
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 1,300 1,300 - -
D
Excavate surface trenches not exceeding 1.50 m deep from
reduced levels to receive wall foundations CM 421 369 - -
E Ditto pits for column bases depth not exceeding 1.50m CM 219 195 - -
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 397 360 - -
J Remove surplus excavated materials from site CM 253 214 - -
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 673 612 - -
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 1,477 - -
B Ditto. But to hardcore area SM 673 612 - -
Plain in-situ concrete Class 10 (40mm aggregate) as
described in:-
C 50mm horizontal blinding under column bases SM 144 130 - -
B 50mm thick blinding under strip foundation SM 280 246 - -
Vibrated reinforced concrete class 25 (20mm aggregate) as
described in
E 200mm Thick wall strip foundations CM 56 49 - -
F 175mm Thick Ground floor bed SM 742 612 - -
G Column bases CM 47 42 - -
H Column studs CM 9 8 - -
I Ground Beams CM 37 33 - -
Mild steel round bars to BS 4449 as described including
cutting to length, bending, hoisting and fixing
J 8mm diameter bars KG 1,428 1,261 - -
RATE
(EUR)
Multipurpose Workshop
Volume 2 Bill of quantities - Lot 1 Moroto UGA348 Page 18
CONDITIONAL FIXED CONDITIONAL FIXED
ITEM DESCRIPTION UNIT QTY QTY AMOUNT
(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 683 552 - -
L 16mm diameter bars KG 3,826 3,379 - -
Welded fabric mesh reinforcement to BS 4483 as described
M
BRC type A.252 laid in ground floor bed with 250mm side and
head laps SM 742 612 - -
Total carried to collection - -
1/1/2
Sawn formwork as described to:-
L Sides of column bases SM 110 98 - -
M Sides of column studs SM 71 62 - -
N Edge of floor bed 150mm -225mm high LM 266 192 - -
O Ground beams SM 372 331 - -
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
P 200mm plinth walling SM 584 513 - -
Damp proof membrane
PSingle layer of 1000 gauge polythene laid on blinded hardcore
with 150mm minimum side and end laps SM 742 612 - -
Two coats of external cement render (1:4) finished with
Q 12mm thick to walls SM 179 179 - -
Two coats of Black Bitumastic paint on
R Rendered walls SM 179 179 - -
Total Carried to collection - -
COLLECTION
Total brought forward from page 1/1/1 - -
Total brought forward from page 1/1/2 - -
Total brought forward from page 1/1/3 - -
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
C
BRC type A.142 laid in ground floor bed with 250mm side and
head laps SM 137 0 - -
Multipurpose Workshop
Volume 2 Bill of quantities - Lot 1 Moroto UGA348 Page 19
CONDITIONAL FIXED CONDITIONAL FIXED
ITEM DESCRIPTION UNIT QTY QTY AMOUNT
(EUR)
AMOUNT
(EUR)
RATE
(EUR)
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 - -
TOTAL CARRIED TO MAIN SUMMARY - -
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 - -
TOTAL CARRIED TO MAIN SUMMARY - -
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.
All structural steel should be grade 43, to BS 4360, unless
stated otherwise
Multipurpose Workshop
Volume 2 Bill of quantities - Lot 1 Moroto UGA348 Page 20
CONDITIONAL FIXED CONDITIONAL FIXED
ITEM DESCRIPTION UNIT QTY QTY AMOUNT
(EUR)
AMOUNT
(EUR)
RATE
(EUR)
The rate for structural steelwork should include all plates,
bolts, welded joints, all connections and one coat red
oxide primer as per Structural Engineer's detailed
drawings
A Columns; 254x146 UC 31 KG 4,886 4,221 - -
B Portal Rafters; IPE 200 X 100 KG 2,718 2,390 - -
C Tie beams and intermediate beams; 152X89X16kg/m KG 5,280 2,880 - -
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 3,220 - -
G Rafter bracings; 60x60x4 Angles weighing 3.66kg/m KG 1,342 1,008 - -
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 240 184 - -
One coat Primer : two undercoats : and one coat gloss oil
paint : on metal : to
I Structural steel work. KG 21,220 13,719 - -
J Mild steel fascia 200 - 300mm girth LM 240 184 - -
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 903 766 - -
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 903 766 - -
TOTAL CARRIED TO COLLECTION - -
1/4/2
RAIN WATER DISPOSAL
Mild Steel Gutter
Multipurpose Workshop
Volume 2 Bill of quantities - Lot 1 Moroto UGA348 Page 21
CONDITIONAL FIXED CONDITIONAL FIXED
ITEM DESCRIPTION UNIT QTY QTY AMOUNT
(EUR)
AMOUNT
(EUR)
RATE
(EUR)
A
1200mm girth x 1.2mm thick mild steel gutters complete with
and including mild steel brackets LM 136 136 - -
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 81 - -
E Extra over downpipes for 90 degrees bend. NO 15 15 - -
- -
COLLECTION
Total brought forward from page 1/4/1 - -
Total brought forward from page 1/4/2 - -
Total brought forward from page 1/4/2 - -
TOTAL CARRIED TO MAIN SUMMARY - -
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 151 126 - -
B 200 x 200mm Lintols LM 192 161 - -
Solid concrete blockwork jointed and pointed in cement
sand (1:4) mortar : with and including hoop iron wall ties
every alternative course : in
D 200mm Thick walls SM 596 749 - -
DAMP PROOF COURSE OF BITUMEN FELT TO B.S 743
Type A with 150mm laps including cement and sand (1:3
levelling bed
F 200mm Wide LM 294 286 - -
Sundries
H
20 SWG Hoop iron wall tie 25mm wide x 450mm long cast
75mm into concrete and built into joint of blockwalling No. 16,809 15,060 - -
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
I 200mm Thick walls SM 348 257 - -
TOTAL CARRIED TO MAIN SUMMARY - -
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 .
A Window overall size 1200 x 1900mm high, W1 No. 31 26 - -
Multipurpose Workshop
Volume 2 Bill of quantities - Lot 1 Moroto UGA348 Page 22
CONDITIONAL FIXED CONDITIONAL FIXED
ITEM DESCRIPTION UNIT QTY QTY AMOUNT
(EUR)
AMOUNT
(EUR)
RATE
(EUR)
B Window overall size 950 x 700mm high, W2 No. 29 25 - -
C Window overall size 600 x 600mm high, W3 No. 7 7 - -
D Window overall size 5700 x 700mm high, W4 No. 12 12 - -
E Window overall size 1800 x 1500mm high, W5 No. 2 0 - -
PURPOSE MADE STANDARD Steel burglar proofing made
from 16mm diameter round bars : one coat red oxide
primer - -
F Window overall size 1200 x 1900mm high, W1 No. 25 19 - -
G Window overall size 950 x 700mm high, W2 No. 29 25 - -
H Window overall size 600 x 600mm high, W3 No. 7 7 - -
I Window overall size 5700 x 700mm high, W4 No. 12 12 - -
J Window overall size 1800 x 1500mm high, W5 No. 2 0 - -
TOUCH-UP PRIMER, prepare and apply two undercoats
and one finishing coat gloss oil paint on:-
K General surfaces SM 294 270 - -
L Burglar proofing SM 294 270 - -
TOTAL CARRIED TO MAIN SUMMARY - -
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 5 5 - -
C
Steel framed swing door overall size 900 x 2750mm high;with
400mm permanent ventilation above, D3b No 2 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 102 102 - -
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. 6 3 - -
G Single leaf swing door overall size 800 x 2100mm high, D5 No. 6 6 - -
Total carried to collection - -
1/7/1
Multipurpose Workshop
Volume 2 Bill of quantities - Lot 1 Moroto UGA348 Page 23
CONDITIONAL FIXED CONDITIONAL FIXED
ITEM DESCRIPTION UNIT QTY QTY AMOUNT
(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 64 47 - -
B 50 x 20mm architrave: splayed LM 128 94 - -
Prepare surface and apply Three coats, polyurethane clear
vanish in accordance with manufacturer's instructions : on
wood work : to
C General surfaces SM 46 33 - - - -
D Ditto n.e 200mm girth LM 64 47 - -
E Prime back of frame before fixing LM 64 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. 12 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 18 14 - -
Total carried to collection - -
COLLECTION
Total brought forward from page 1/7/1 - -
Total brought forward from page 1/7/2 - -
TOTAL CARRIED TO MAIN SUMMARY - -
1/7/2
ELEMENT NO. 8
EXTERNAL FINISHES
WALL FINISHES
20mm thick bagwash painting to Architect's approval and
specifications
A Wall surfaces SM 596 749 - -
DRAINAGE CHANNEL
B
Allow a provisional sum of EUR …..(Amount in words) for
constructions of 2No. Drainage Channels in paved areas
including all finishings and buiders' works ; all to Architect's
detailed design. ITEM 2 2 - -
TOTAL CARRIED TO MAIN SUMMARY - -
1/8/1
Multipurpose Workshop
Volume 2 Bill of quantities - Lot 1 Moroto UGA348 Page 24
CONDITIONAL FIXED CONDITIONAL FIXED
ITEM DESCRIPTION UNIT QTY QTY AMOUNT
(EUR)
AMOUNT
(EUR)
RATE
(EUR)
ELEMENT NO. 9
INTERNAL FINISHES
FLOOR FINISHES
Cement and sand (1:3) screed;
A 25mm Thick steel floated SM 828 704 - -
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
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 1,435 - -
Prepare and apply three of silk vinyl emulsion approved
paint: internally; on
E Plastered surfaces SM 1,688 1,435 - -
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 - -
TOTAL CARRIED TO MAIN SUMMARY - -
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 210 540 - -
B
Supply and spread 200mm thick good quality hardcore bed:
hand packed and compacted with 20mm diameter chippings CM 84 108 - -
C 150mm Thick crush run: properly compacted SM 210 540 - -
D
50mm thick layer of sand, well watered and rolled ready to
receive pavers (m.s) SM 210 540 - -
E
80mm Thick heavy duty precast concrete grade 25 pavers laid
to 1.67% falls on prepared surface and jonted with sand SM 210 540 - -
TOTAL CARRIED TO MAIN SUMMARY - -
1/10/1
Multipurpose Workshop
Page 32CONDITIONAL FIXED CONDITIONAL FIXED
Item DescriptionUnit Qty Qty Amount (EUR) Amount (EUR)
MULTIPURPOSE WORKSHOP IN MOROTO
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.
TOTAL CARRIED TO COLLECTION - -
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 4 - -
B 110mm diameter PN6 uPVC pipes for incoming electrical power
cables, voice & data lines as per drawing.
LM 200 200 - -
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 4 - -
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
iv) Accurate and Tidy Labelling
v) All associated accessories
To ABB/ Schneider Electric/ approved Manufacture
Rate
(EUR)
Volume 2 Bill of quantities - Lot 1 Moroto UGA348
Page 33CONDITIONAL FIXED CONDITIONAL FIXED
Item DescriptionUnit Qty Qty Amount (EUR) Amount (EUR)
Rate
(EUR)
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 3 3 - -
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 90 90 - -
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 60 - -
TOTAL CARRIED TO COLLECTION - -
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 32 32 - -
B Fluorescent batten fitting for 1x28W T5 fluorescent lamps with
electronic control gear, as Thorn Arrowslim T8 SAP Code
96003907, or approved equivalent.
NO 8 2 - -
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 40 28 - -
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 8 6 - -
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 8 - -
H ditto as above but 3-Gang 1-Way, as to MEM Cat No. 2401, or
approved equivalent.
NO 2 1 - -
I 6A/240V SP 2-Gang 2-Way white moulded plate switches c/w
flush mounting box, and accessories, as to MEM Cat No. 2400,
or approved equivalent.
NO 6 2 - -
J 6A/240V SP 3-Gang 2-Way white moulded plate switches c/w
flush mounting box, and accessories, as to MEM Cat No. 2400,
or approved equivalent.
NO 2 0 - -
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 1 - -
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 12 - -
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 20 15 - -
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 22 16 - -
O IP55 rated 63A 4P isolator with direct front handle, for surface
wall mounting, as to Legrand Cat No. 022515 , or approved
equivalent.
NO 8 6 - -
TOTAL CARRIED TO COLLECTION - - Volume 2 Bill of quantities - Lot 1 Moroto UGA348
Page 34CONDITIONAL FIXED CONDITIONAL FIXED
Item DescriptionUnit Qty Qty Amount (EUR) Amount (EUR)
Rate
(EUR)
1/11/3
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 130 110 - -
Power points:
C All wiring of power points are to be connected complete and
ready from 32A SP miniature circuit breakers, using 2.5mm sq.
PVC-Insulated single core copper cables in ring circuit, drawn
in pvc conduits, as per drawings.
NO 20 12 - -
Industrial socket outlets:
D All wiring of power points are to be connected complete and
ready from 32A SP miniature circuit breakers, using 4.0mm sq.
PVC-Insulated single core copper cables, drawn in pvc conduits,
as per drawings.
NO 20 15 - -
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.
PVC-Insulated single core copper cables, drawn in pvc conduits,
as per drawings.
NO 22 16 - -
F All wiring of power points are to be connected complete and
ready from 32A TP miniature circuit breakers, using 10.0mm sq.
PVC-Insulated single core copper cables, drawn in pvc conduits,
as per drawings.
NO 8 8 - -
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 6 6 - -
TOTAL CARRIED TO COLLECTION - -
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 6 3 - -
B In line extraction fan diameter 300mm capacity 1500m3/h at 30
Pa, 3phase 415V 50Hz.
NO 6 3 - -
C Welding curtain made from heavy duty PVC strips
1500x2100mm complete with acceessories.
NO 6 3 - -
SOLAR LIGHTING SYSTEM
D Solar PV panel 100 W monocrystalline approved. No. 20 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 - -
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 - -
TOTAL CARRIED TO COLLECTION - -
1/11/5Volume 2 Bill of quantities - Lot 1 Moroto UGA348
Page 35CONDITIONAL FIXED CONDITIONAL FIXED
Item DescriptionUnit Qty Qty Amount (EUR) Amount (EUR)
Rate
(EUR)
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 DB2, 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
flush mounting box, and accessories, as to MEM Cat No. 2400,
or approved equivalent.
NO 2 0 - -
F ditto as above but 3-Gang 1-Way, as to MEM Cat No. 2401, or
approved equivalent.
NO 2 0 - -
G 6A/240V SP 2-Gang 2-Way white moulded plate switches c/w
flush mounting box, and accessories, as to MEM Cat No. 2400,
or approved equivalent.
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
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 14 0 - -
Power points:
J All wiring of power points are to be connected complete and
ready from 32A SP miniature circuit breakers, using 2.5mm sq.
PVC-Insulated single core copper cables in ring circuit, drawn
in pvc conduits, as per drawings.
NO 6 0 - -
TOTAL CARRIED TO COLLECTION - -
1/11/6
FIRE ALARM AND DETECTION SYSTEM
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 9 - -
B Heat sensor c/w base NO 14 9 - -
C Manual Breakglass call point NO 10 5 - -
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 29 - -
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
approved equivalent.
LM 110 80 - -
I 25mm x 3mm copper square test clamp, as to FURSE Cat.No. CT
105, or approved equivalent.
NO 6 6 - -
Volume 2 Bill of quantities - Lot 1 Moroto UGA348
Page 36CONDITIONAL FIXED CONDITIONAL FIXED
Item DescriptionUnit Qty Qty Amount (EUR) Amount (EUR)
Rate
(EUR)
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 - -
TOTAL CARRIED TO COLLECTION - -
COLLECTION
Total carried forward from 1/11/1 - -
Total carried forward from 1/11/2 - -
Total carried forward from 1/11/3 - -
Total carried forward from 1/11/4 - -
Total carried forward from 1/11/5 - -
Total carried forward from 1/11/6 - -
Total carried forward from 1/11/7 - -
TOTAL CARRIED TO MAIN 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 - -
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,
necessary fittings and accessories.
LM 40 40 - -
TOTAL CARRIED TO COLLECTION - -
1/12/1
A 110mm Complete with Tees, Bends, Reducers, Access plugs,
necessary fittings and accessories.
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
Volume 2 Bill of quantities - Lot 1 Moroto UGA348
Page 37CONDITIONAL FIXED CONDITIONAL FIXED
Item DescriptionUnit Qty Qty Amount (EUR) Amount (EUR)
Rate
(EUR)
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 5 - -
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 - -
TOTAL CARRIED TO COLLECTION - -
1/12/2
Disabled WC Suite Assembly
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
Volume 2 Bill of quantities - Lot 1 Moroto UGA348
Page 38CONDITIONAL FIXED CONDITIONAL FIXED
Item DescriptionUnit Qty Qty Amount (EUR) Amount (EUR)
Rate
(EUR)
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 - -
TOTAL CARRIED TO COLLECTION - -
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 2 2 - -
B Gas copper pipes 20mm diameter complete LM 40 40 - -
C 50mm PVC Pipe to carry gas pipe LM 40 40 - -
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 2 2 - -
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 - -
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 2 2 - -
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 - -
TOTAL CARRIED TO COLLECTION - -
1/12/4
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 70 70 - -
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 - - Volume 2 Bill of quantities - Lot 1 Moroto UGA348
Page 39CONDITIONAL FIXED CONDITIONAL FIXED
Item DescriptionUnit Qty Qty Amount (EUR) Amount (EUR)
Rate
(EUR)
Fire Extinguishers
L 4.5kg capacity manganese steel portable CO2 gas fire
extinguishers conforming to BS 1288, including the appropriate
nominal gas content.
NO 5 2 - -
M 4.5kg capacity dry powder portable fire extinguisher conforming
to BS 1288 including the appropriate nominal content.
NO 5 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 - -
TOTAL CARRIED TO COLLECTION - -
COLLECTION
Total brought forward from 1/12/1 - -
Total brought forward from 1/12/2 - -
Total brought forward from 1/12/3 - -
Total brought forward from 1/12/4 - -
Total brought forward from 1/12/5 - -
TOTAL CARRIED TO SUMMARY - -
1/12/5
Volume 2 Bill of quantities - Lot 1 Moroto UGA348
PROPOSED MULTIPURPOSE WORKSHOP AT ST. DANIEL COMBONI
POLYTECHNIC , MOROTO
MAIN SUMMARY(CONDITIONAL & FIXED PHASE)
Volume 2 Bill of quantities - Lot 1 Moroto UGA348 Page 1
Volume 2 Bill of quantities - Lot 1 Moroto UGA348
CONDITIONAL FIXED
ELEMENT DESCRIPTION PAGE REF AMOUNT (EUR) AMOUNT (EUR)
BILL NO.1
MULTIPURPOSE WORKSHOP IN MOROTO
MAIN SUMMARY
P PRELIMINARIES P/S - -
1 SUBSTRUCTURE 1/1/3 - -
2 R.C. FRAME 1/2/1 - -
3 STAIRCASES 1/3/1 - -
4 STRUCTURAL STEEL AND ROOF COVERING 1/4/3 - -
5 WALLING 1/5/1 - -
6 WINDOWS 1/6/1 - -
7 DOORS 1/7/2 - -
8 EXTERNAL FINISHES 1/8/1 - -
9 INTERNAL FINISHES 1/9/1 - -
10 PAVED AREAS 1/10/1 - -
11 ELECTRICAL WORKS 1/11/7 - -
12 MECHANICAL WORKS 1/12/5 - -
SUB TOTAL I - -
13 Add: Contingencies (10%) - -
SUB TOTAL II (EXCLUSIVE OF VAT) - -
14 Add: VAT (18%) - -
GRAND TOTAL (INCLUSIVE OF VAT) - -
Main summary Page 2