(
UNISA PHASE 3
Unit
Quantity
Amount
Rate
Material described as set aside for re-use shall be
carefully dismantled where necessary, cleaned, neatly
stored under cover and protected from damage until
required for re-use. Any damage caused to such
materials during removal, storage or refixing shall be
made good at the Contractor's expense.
Building rubble is to be set aside for re-use and used as
directed by the Principal Agent.
SPECIFICATIONS:
Plaster removed of existing masonry walls:
Carefully chip off plaster to expose brickwork. 150mm of
plaster to be maintained at the bottom of the wall to
allow for power skirting fixing.
(
Floors:
Repair existing screeds where necessary. Floor slab to
be minimum of 75mm thick and engineer's
specifications. Damp proof membrane to be provide
beneath floor slab (250 micron).
TEMPORARY BARRIERS. SCREENS, ETC.
Temporary barriers, screens, etc., including
removal:
Dust screen 3500mm high between concrete floor and
ceiling formed of suitable timber framing with 375
micron polyethylene sheeting stapled on including
corners, ends, etc.
m
14
REMOVAL OF EXISTING WORK
(
Break down and remove brickwork etc:
2
39
Half brick wall.
Take out and remove doors, windows, etc including
thresholds, sills. etc (building up openings
elsewhere):
3
Timber single door and frame 900 x 21OOmm high
overall from half brick.
No.
3
No.
11
Take out and remove air conditioning units fixed
into brickwork etc:
4
Air conditioning units mounted to external brickwork.
Carried to Collection
Section No. 4
Bill No.1
Alterations
4-3
\
R
11----+--
(
UNISA PHASE 3
Unit
Quantity
Floor counter overall size 9500mm long x 350mm wide
on plan with 1OOOmm high edging (Counseling
department).
No.
1
Counter overall size 9000mm long x 1OOOmm wide on
plan with 300mm high edging. Counter mounted to
brickwork 1500mm high above floors ( Funding area).
No.
Rate
Amount
Take out and remove counters fixed into brickwork
etc:
5
6
Take down and remove roofs, floors,11aneling,
ceilings, llarlitions, etc:
(
7 Gypsum plasterboard ceilings including cornices, timber
brandering, etc.
m2
286
8
Existing vertical bulkhead approximate 450mm high.
m
12
9
Drywall partitioning 3.5m high including doors,
ironmongery, glazed borrowed lights, etc.
m
86
Take out and remove joinerfittings etc, setting
aside for re-use and later refixing in new 110sition:
10 Timber L-shaped kitchen unit 3500 x 600 x 900mm high
including sink.
No.
Take Ulland remove vinl floor coverings,
cameting, etc:
11 Vinyl tile floor covering including preparing screed for
new vinyl floor covering.
(
m2
286
m2
320
No.
2
m2
286
Hack Ullioff and remove granolithic, screeds,
lllaster, etc from concrete or brickwork and
llre);!aring surfaces for new screeds, lllaster, etc:
12
Internal plaster from walls and columns.
Take out and remove glass and mirrors:
13 Mirror 900 x 1OOOmm high from wall.
MAKING GOOD OF FINISHES, ETC.
Making good screed
14
Floors in patches.
Carried to Collection
Section No. 4
Bill No.1
Alterations
4-4
R
(
UNISA PHASE 3
Amount
SECTION NO. 4
Counseling area & Student funding
BILL N0.1
ALTERATIONS
COLLECTION
Page No
Brought Forward from Page
4-2
4-3
(
4-4
Carried To Section Summary
Section No. 4
Bill No.1
Alterations
4-5
R
(
UNISA PHASE 3
Unit
Quantity
Amount
Rate
SECTION NO. 4
Counseling area & Student funding
BILL NO.2
CONCRETE. FORMWORK AND REINFORCEMENT
The Tenderer is referred to the relevant Clauses in the
separate document Model Preambles for Trades (2008
Edition) and to the Supplementary Preambles which are
incorporated at the front of these Bills of Quantities.
SUPPLEMENTARY PREAMBLES
(
Cost of tests:
The costs of making, storing and testing of concrete test
cubes as required under clause 7 'Tests' of SABS 1200
G shall include the cost of providing cube moulds
necessary for the purpose, for testing costs and for
submitting reports on the tests to the Architect. The
testing shall be undertaken by an independent firm or
institution nominated by the Contractor to the approval
of the Architect. (Test cubes are measured separately).
Formwork:
Descriptions of formwork shall be deemed to include
use and waste only (except where described as left in or
permanent), for fitting together in the required forms,
wedging, plumbing and fixing to true angles and
surfaces as necessary to ensure easy release during
stripping and for reconditioning as necessary before re-
use.
(
Formwork to sides of bases, pile caps, ground beams,
etc., will only be measured where it is prescribed by the
Engineer for design reasons. Formwork necessitated
by irregularity or collapse of excavated faces will not be
measured and the cost thereof shall be deemed to be
included in the allowance for taking the risk of collapse
of the sides of the excavations, provision for which is
made in Earthworks.
REINFORCED CONCRETE
30 MPa/19mm Concrete:
9
Slabs, beams and inverted beams.
Carried to Collection
Section No. 4
Bill No.2
Concrete, Formwork And Reinforcement
4-6
R
(
UNISA PHASE 3
Unit
Quantity
Amount
Rate
TEST BLOCKS
Test blocks:
2
Making and testing set of three i 50 x i 50 x i 50mm
concrete strength test cubes (Provisional).
Sets
2
m2
58
ROUGH FORMWORK (DEGREE OF ACCURACY Ill)
Rough formwork to sides and soffits of:
3
Beams.
REINFORCEMENT (PROVISIONAL)
(
Mild steel reinforcement to structural concrete work:
4
Smm Diameter bars.
Kg
50
5
i Omm Diameter bars.
Kg
69
6
i2mm Diameter bars.
Kg
i i9
High tensile steel reinforcement to structural
concrete work:
{
7
i Omm Diameter bars.
Kg
i49
8
i 2mm Diameter bars.
Kg
i 98
9
i 6mm Diameter bars.
Kg
i39
iO 20mm Diameter bars.
Kg
69
i 25mm Diameter bars.
Kg
99
i 32mm Diameter bars.
Kg
99
i2
Carried to Collection
Section No. 4
Bill No.2
Concrete, Formwork And Reinforcement
4-7
R
(
UNISA PHASE 3
Amount
SECTION NO. 4
Counseling area & Student funding
BILL NO.2
CONCRETE.FORMWORK AND REINFORCEMENT
COLLECTION
Page No
Brought Forward from Page
4-6
4-7
(
(
Carried To Section Summary
Section No. 4
Bill No.2
Concrete, Formwork And Reinforcement
4-8
R
(
UNISA PHASE 3
Unit
Quantity
Amount
Rate
SECTION NO. 4
Counseling area & Student funding
BILL N0.3
MASONRY
The Tenderer is referred to the relevant Clauses in the
separate document Model Preambles for Trades (2008
Edition) and to the Supplementary Preambles which are
incorporated at the front of these Bills of Quantities.
BRICKWORK
Sizes in descriptions:
(
Where sizes in descriptions are given in brick units, 'one
brick' shall represent the length and 'half brick' the width
of a brick.
Hollow walls etc:
Descriptions of hollow walls shall be deemed to include
leaving every fifth perpend of the bottom course of the
external skin open as a weep hole.
Pointing:
Descriptions of recessed pointing to fair face brickwork
and face brickwork shall be deemed to include square
recessed, hollow recessed, weathered pointing, etc.
SPECIFICATIONS:
Foundations:
No foundations or any other party of the building may
project beyond the boundary of the property. Existing
floor slab integrity to verified by structural engineer prior
to construction of new masonry walls. New foundations
to structural engineer's specifications and design.
External walls :
Damp proof courses to be provided in walls (not
applicable to free standing walls e.g. boundary I screen
walls).
Damp proof course to be minimum of 150mm above
ground level.
External walls to be 280mm and 115mm. Cavity walls to
be filled with concrete below ground level up to stepped
DCP.
Carried to Collection
Section No. 4
Bill No.3
Masonry
4-9
R
(
UNISA PHASE 3
Unit
Quantity
Rate
Amount
Weep holes every third perpend.SABS approved walls
ties every second course. Cavity walls closed at door
and window reveals, pc lintels above all door and
window openings exceeding 900mm.
DPC to wall external door and window surrounds.
Internal walls :
Plastered and painted masonry (NFX bricks). Skimmed
drywall on stud framework to manufacturers
specification.
BRICKWORK IN SUPERSTRUCTURE
(
Brickwork of NFX bricks in class I mortar:
2
Half brick walls.
m2
14
One brick walls (under floors).
m2
23
m
31
No.
21
BRICKWORK SUNDRIES
Brickwork reinforcement:
3
75mm Wide reinforcement built in horizontally.
Galvanised hoo11 iron cram11s, ties, etc:
4
30 x 1,6mm Cramp 300mm long with one end fixed to
existing brickwork and other end built into brickwork.
(
Carried to Collection
Section No. 4
Bill No.3
Masonry
4-10
R
(
UNISA PHASE 3
Amount
SECTION NO. 4
Counseling area & Student funding
BILL NO.3
MASONRY
COLLECTION
Page No
Brought Forward from Page
4-9
4-10
(
(
Carried To Section Summary
Section No. 4
Bill No.3
Masonry
4-11
R
(
UNISA PHASE 3
Unit
Quantity
m'
3
m'
5
m
8
Rate
Amount
SECTION NO. 4
Counseling area & Student funding
BILL N0.4
WATERPROOFING
The Tenderer is referred to the relevant Clauses in the
separate document Model Preambles for Trades (2008
Edition) and to the Supplementary Preambles which are
incorporated at the front of these Bills of Quantities.
SUPPLEMENTARY PREAMBLES
Waterproofing:
(
Waterproofing of roofs, basements, etc shall be laid
under a ten year guarantee. Waterproofing to roofs shall
be laid to even falls to outlets etc with necessary ridges,
hips and valleys. Descriptions of sheet or membrane
waterproofing shall be deemed to include additional
labour to turn-ups and turn-downs.
DAMPPROOFING OF WALLS AND FLOORS
One layer of 375 micron embossed damp proof
course:
In walls.
Two layers of 500 micron thick DPC in slip joints
between horizontal concrete and brick surfaces
including cement mortar bed:
2
In walls.
JOINT SEALANTS ETC
Polyurethane sealing compound including backing
cord. bond breaker. primer. etc or similar approved:
3
110 x Wmm In expansion joints.
Carried To Section Summary
Section No. 4
Bill No.4
Waterproofing
4-12
R
(
UNISA PHASE 3
Unit
Quantity
Amount
Rate
SECTION NO. 4
Counseling area & Student funding
BILL NO.5
CARPENTRY AND JOINERY
The Tenderer is referred to the relevant Clauses in the
separate document Model Preambles for Trades (2008
Edition) and to the Supplementary Preambles which are
incorporated at the front of these Bills of Quantities.
SUPPLEMENTARY PREAMBLES
(
Particle board:
Particle board shall comply with the following
specifications: a) SABS 1300 Particle board: exterior
and flooring type b) SABS 1301 Particle board: interior
type.
Joinery:
Descriptions of frames shall be deemed to include
frames, transoms, mullions, rails, etc.
Descriptions of hardwood joinery shall be deemed to
include pelleting of bolt holes.
Fixing:
Items described as nailed shall be deemed to be fixed
with hardened steel nails or shot pins to brickwork or
concrete.
Decorative laminate finish:
(
Laminate finish shall be glued under pressure. Edge
strips shall be butt jointed at junctions with adjacent
similar finish.
RAISED FLOOR CONSTRUCTION
SAP timber beams or similar approved:
m
168
2 50 x 228mm Beams.
m
96
3 50 x 152mm Beams.
m
23
1 50 x 152mm Beams.
CEILINGS CONSTRUCTION
SAP timber beams or similar approved:
Carried to Collection
Section No. 4
Bill No.5
Carpentry And Joinery
4-13
R
(
UNISA PHASE 3
Unit
Quantity
Amount
Rate
SKIRTINGS
Wrought meranti:
4
m
75 x 20mm Skirting.
105
(
(
Carried to Collection
Section No. 4
Bill No.5
Carpentry And Joinery
4-14
R
(
UNISA PHASE 3
Amount
SECTION NO. 4
Counseling area & Student funding
BILL NO.5
CARPENTRY AND JOINERY
COLLECTION
Page No
Brought Forward from Page
4-13
4-14
(
(
Carried To Section Summary
Section No. 4
Bill No.5
Carpentry And Joinery
4-15
R
(
UNISA PHASE 3
Unit
Quantity
Amount
Rate
SECTION NO. 4
Counseling area & Student funding
BILL NO.6
CEILINGS PARTITIONS AND ACCESS FLOORING
The Tenderer is referred to the relevant Clauses in the
separate document Model Preambles for Trades (2008
Edition) and to the Supplementary Preambles which are
incorporated at the front of these Bills of Quantities.
SUPPLEMENTARY PREAMBLES
Descriptions:
(
Items described as plugged shall be deemed to include
screwing to fibre, plastic or metal plugs at not exceeding
600mm centres, and where described as bolted the
bolts have been given.
Bulkheads:
Bulkheads are defined as those protions of ceilings
which are stepped down from the general ceiling level in
a partcular room and which generally occur along the
perimeter.
Bulkheads have only been described as such where
they conform to the above definition and where the
horizontal or vertical dimensions do not exceed
900mm.Where these dimensions exceed 900mm such
portions of ceilings have been included in the
appropriate general items of ceilings.
Steel components:
(
All steel components for ceilings, partitions, etc are to
be galvanised in accordance with SANS 121.
Supplementary Preambles:
Hangers, suspension grids, "lay-in" panels, etc are to be
in accordance with the manufacturers recommendations.
Electrical light fittings, diffusers, panels, etc. generally are
lay-in units of the same dimensions as the suspension
grid described and allowance must be made accordingly
for their support inclusive of any flexibility in setting out
that may be required (ceiling panels have not been
deducted and pricing is to take cognisance thereof).
Carried to Collection
Section No. 4
Bill No.6
Ceilings Partitions And Access Flooring
4-16
R
UNISA PHASE 3
Unit
Quantity
Amount
Rate
Flush Plastered gypsum plasterboard suspended
ceilings:
Ceilings shall comprise 9,5mm gypsum plasterboard
boards nailed with 38mm long clout nails to metal
support suspension grid system consisting of main tees
at 1200mm centres and galvanised steel capped cross
tees at 400mm centres and with loose butt jointed joints
covered with 63mm galvanised wire scrim, and the
whole finished with 2 layers cretestone plaster trowelled
to a smooth plaster finish.
(
The grid shall be suspended by means of galvenised
steel L-sections hangers at suitable centres, securely
shot-pinned or screwed to concrete, steel or wood.
Flush plastered gypsum plasterboard suspended
bulkheads:
Bulkheads shall comprise galvanised steel studding of
63,5mm top and bottom tracks with vertical studs at
maximum 400mm centres, pop-riveted to the top and
bottom tracks with similar additional vertical studs as
necessary at abutments, ends, etc and covered as
described with plasterboard screwed to studding with
drywall jointed and finished with tape and jointing
compound and the whole finished with cretestone
plaster trowelled to a smooth polished surface to the
thickness recommended by the manufacturer
NAILED UP AND SCREWED UP CEILINGS
(
Standard 9,5mm Thick gypsum board ceilings
fixed print side up to brandering with 25mm
streaker screws at 15mm centres with galvinised 'Mstrip' cover strips over joints with all screw heads
stopped and sanded level, all in stric accordance
with manufacturer's instructions or similar
approved:
Ceilings including 38 x 38mm SAP timber batterns at
400mm centres.
Carried to Collection
Section No. 4
Bill No.6
Ceilings Partitions And Access Flooring
4-17
73
R
UNISA PHASE 3
Unit
Quantity
Amount
Rate
SUSPENDED CEILINGS
Standard 9.5mm Thick rhino gypsum board nailed
face down with and including 2mm galvanized clout
headed nails 3Bmm long along the lines of the metal
supports with joints built loose butt jointed and
covered with 63mm galvanized wire scrim.
plastered entirely with sufficient cretestone plaster
applied in two layers and finished with and
including a steel trowel, well pressed into the wire
scrim over joints:
(
2 Ceilings suspended not exceeding i m below concrete
soffits.
m'
286
m
i05
'Gvoroc' SMi2 recessed shadowline wall angle
plugged and screwed to wall, vivid white baked
enamel, against wall plaster (elsewhere) to
periphery of ceilings or similar approved:
3 37 x 24mm Recessed shadow line cornice (code i962).
PARTITIONS ETC
Supplementary Preambles:
Intersections and abutments are measured separately
and all descriptions shall be deemed to include any
additional studs, 'Drywall cornerbeads', 'Fibatape' and
'Rhinoglide' jointing compound, etc., all installed and
applied in strict accordance with the manufacturer's
instructions.
(
All joints between track, ceiling, floor and wall
abutments must be sealed per BPB instrctions to acieve
acoustic performance.
Carried to Collection
Section No. 4
Bill No.6
Ceilings Partitions And Access Flooring
4-i8
R
(
UNISA PHASE 3
Unit
Quantity
Amount
Rate
'Gyproc' 88mm thick rhinowall standard
soundblock ultrasteel stud drywall (60 minutes fire
rating) with RW 4908 sound rating, consisting of
studs and track system with 34 x 58mm drywall
ultrasteel studs at 600mm centres frictions fitted
into 2No. 34 x 5Bmm heads tracks and 2No. 25 x
58mm floor tracks and clads both sides with 15mm
thick firestop Rhinoboard fixed at 220mm centres
using 25mm streaker drywall screws with all
external angles to have drywall cornerbeads
attached and all joints to be covered with rhinotape
and finished with two layers of rhinoglide applied
and slightly sanded down, leaving wall surface
prepared for painting, all in accordance with
manufacturers instructions and recommendation (
hour fire rated) or similar approved:
(
4
Partitioning 3500mm high with bottom track plugged
and top track fixed to ceilings.
m
6
50mm Thick glassfibre insulation blanket or similar
approved:
5
21
Insulation blanket between partitions.
(
Carried to Collection
Section No. 4
Bill No.6
Ceilings Partitions And Access Flooring
4-19
R
(
UNISA PHASE 3
Amount
SECTION NO. 4
Counseling area & Student funding
BILL NO.6
CEILINGS PARTITIONS AND ACCESS FLOORING
COLLECTION
Page No
Brought Forward from Page
4-16
4-17
(
4-18
4-19
{
Carried To Section Summary
Section No. 4
Bill No.6
Ceilings Partitions And Access Flooring
4-20
R
(
UNISA PHASE 3
Unit
Quantity
Amount
Rate
SECTION NO. 4
Counseling area & Student funding
BILL NO.7
FLOOR COVERINGS
The Tenderer is referred to the relevant Clauses in the
separate document Model Preambles for Trades (2008
Edition) and to the Supplementary Preambles which are
incorporated at the front of these Bills of Quantities.
NEEDLE PUNCH CARPET SHEETING AND TILES
(
Nexus 50 x 50cm berber point 920 Nexbac loose laid
tiles. colour to be advised by architect. fixing to
manufacturer's specification or similar approved:
177
On floors.
(
Carried To Section Summary
Section No. 4
Bill No.7
Floor Coverings
4·21
R
(
UNISA PHASE 3
Unit
Quantity
Amount
Rate
SECTION NO. 4
Counseling area & Student funding
BILL NO.8
METALWORK
The Tenderer is referred to the relevant Clauses in the
separate document Model Preambles for Trades (2008
Edition) and to the Supplementary Preambles which are
incorporated at the front of these Bills of Quantities.
SUPPLEMENTARY PREAMBLES
Aluminium doors. windows, etc:
(
Aluminium section shall be fabricated from 6063 or
6061 alloy in temper T5 or T6 in accordance with latest
BS EN 755. All structural wind load calculations to be
factored on 1.0kn/m2 aluminium profiles to conform to
'Mazor regal' standards or similar approved.
Aluminium section shall be fabricated from 6063 or
6061 alloy in temper T5 or T6 in accordance with latest
BS EN 755.
Safety glazing in accordance with SABS 0400 part N,
and to conform to SANS 10137, SANS 10400 & SANS
1263. AMMSA glass and glazing certificate required as
confirmation of installation in accordance with SANS
10137.
Epoxy powder coating in strict accordance with SABS
1796, applied strictly accordance with SANS 1578, by
approved applicators. 15(min) year guarantee. Colour
matt dark umber grey (ANP3057).
(
Aluminium-framed single glazed window. Glass support
fins to window panes to specialist specification( if
necessary).
One fixed and one sliding panel with specifications to
match above.
Band of opaque 'stick-on' film from 3m as indicated.
All Aluminium- doors, shopfront doors, sliding doors, to
be fitted completely with hinges, ironmongery, as per
MS/a architects door schedule.
1 MS/a Achitects drawing No.1205_TD_503
(08.03.2013)
Carried to Collection
Section No. 4
Bill No.8
Metalwork
4-22
R
UNISA PHASE 3
Unit
Quantity
Rate
Amount
(
UNISA PHASE 3
Unit
7
Shopfront type SO? overall size 2150 x 2400mm high all
completed with (1No.) fixed panel overall size 1195 x
2400mm high and (1No.) single door opening overall
size 900 x 2400mm high.Shopfront fitted with safety
glazing and opaque film ( as per MS/a drawing
No.1205_TD_504 ).
No.
Quantity
Amount
Rate
1
(
Carried to Collection
Section No. 4
Bill No.8
Metalwork
4-24
R
(
UNISA PHASE 3
Amount
SECTION NO. 4
Counseling area & Student funding
BILL NO.8
METALWORK
COLLECTION
Page No
Brought FoiWard from Page
4-22
4-23
(
4-24
(
Carried To Section Summary
Section No. 4
Bill No.8
Metalwork
4-25
R
(
UNISA PHASE 3
Unit
Quantity
Amount
Rate
SECTION NO. 4
Counseling area & Student funding
BILL N0.9
PLASTERING
The Tenderer is referred to the relevant Clauses in the
separate document Model Preambles for Trades (2008
Edition) and to the Supplementary Preambles which are
incorporated at the front of these Bills of Quantities.
INTERNAL PLASTER
Cement plaster on brickwork:
316
On walls.
(
Carried To Section Summary
Section No. 4
Bill No.9
Plastering
4-26
A
(
UNISA PHASE 3
Unit
Quantity
Amount
Rate
SECTION NO. 4
Counseling area & Student funding
BILL NO. 10
TILING
The Tenderer is referred to the relevant Clauses in the
separate document Model Preambles for Trades (2008
Edition) and to the Supplementary Preambles which are
incorporated at the front of these Bills of Quantities.
WALL TILING
300 x 600 mm White wall tiles TSC 527 in stack
bond. Tiles fixed with Tal Goldstar 6 hour ra id set
adhesive with Talbond additive, all to
manufacturers s ecifications. Ensure that each tile
is coated 100 ercent with absolutell£ no hollow
areas underneath. Normal joints to be gointed with
Tal floor grout to architects sgecifications, stick
gerfectll£ smooth and slightlll concave. Ex ansion
joints of 5mm filled with light grel£ goiJlsulghide or
similar agproved:
(
1 On walls.
m2
12
m2
96
m
5
FLOOR TILING
300 x 600 mm Dark GrellHoned porcelain floor tiles
TSC 528. Tiles fixed with Tal Goldstar 6 hour ragid
set adhesive with Talbond additive, all to
manufacturers sgecifications. Ensure that each tile
is coated 100 gercent with absolutell£ no hollow
areas underneath. Normal joints to be pointed with
Tal floor grout to architects specifications, stick
gerfectll£ smooth and slighllll concave. Expansion
joints of 5mm filled with light grel£ goiJlsulphide or
similar approved:
(
2 On floors and landings.
TSC 528 Mid grel£ honed skirting tile fixed stack
bond or similar approved:
3
150 x 600mm Tile skirtings.
Carried To Section Summary
Section No. 4
Bill No. 10
Tiling
4-27
R
(
UNISA PHASE 3
Unit
Quantity
Amount
Rate
SECTION NO. 4
Counseling area & Student funding
BILL N0.11
GLAZING
The Tenderer is referred to the relevant Clauses in the
separate document Model Preambles for Trades (2008
Edition) and to the Supplementary Preambles which are
incorporated at the front of these Bills of Quantities.
GLAZED PARTITIONS
I
'
75mm steel stud and glass partition constructed
and surrounded by a square edged aluminium
framed system with maximum 1200mm wide solid
or glazed modules or similar approved:
m
1 Partition 3500mm high in solid form.
39
(
Carried To Section Summary
Section No. 4
Bill No. 11
Glazing
4-28
R
(
UNISA PHASE 3
Unit
Quantity
Amount
Rate
SECTION NO. 4
Counseling area & Student funding
BILL N0.12
PAINTWORK
The Tenderer is referred to the relevant Clauses in the
separate document Model Preambles for Trades (2008
Edition) and to the Supplementary Preambles which are
incorporated at the front of these Bills of Quantities.
SUPPLEMENTARY PREAMBLES
(
General notes:
All paints, etc are to be supplied by an approved by an
manufacturer and applied in accordance with
manufacturer's instructions. All paints, varnishes etc are
to be brought onto site in original unopened containers
and thinning or mixing may only be done in accordance
with the manufacturer's instructions. Ensure that all
surfaces to be painted are dry, free of dust, dirt, grease
and oil before painting. The moisture content in
bathrooms and kitchens is to be measured and
approved by Plascon prior to painting.
All internal window reveals, except sills, are to have a
firm plastered corner unless otheiWise specified.
MS/a Architects drawing No1205_TD_506
ON FLOATED PLASTER
(
Apply one coat plaster primer (Piascon PP700).
Make good cracks and defects with interior polv1illa,
well smoothed off white still wet. Spot prime areas
that have received polyfilla with plaster primer.
Apply two finishing coats (Piascon Double Velvet)
all in accordance to manufacturer's instruction (as
per paint type P1l or similar approved:
316
On interior walls.
Carried to Collection
Section No. 4
Bill No. 12
Paintwork
4·29
R
(
UNISA PHASE 3
Unit
Quantity
Rate
Amount
ON PLASTERBOARD
AQQIone coat Qlaster Qrimer. Make good cracks
and defects with interior QOIJ!filla, well smoothed off
white still wet. SQot Qrime areas that have received
Qol filla with Qlaster Qrimer. AQQItwo finishing
coats (Piascon PEM600lall in accordance to
manufacturer's instruction {as Qer Qaint t Qe P2) or
similar aQQroved:
2 On ceilings, bulkheads, cornices.
m'
286
m'
66
m'
3
m
105
ON EXPOSED CONCRETE SURFACES
(
AQQIJ! one coat Qlaster Qrimer. Make good cracks
and defects with interior QOIJ!filla, well smoothed off
white still wet. SQot Qrime areas that have received
Qoll!!illa with Qlaster Qrimer. AQQItwo finishing
coats (Piascon PEM600) all in accordance to
manufacturer's instruction (as Qer Qaint t Qe P2lor
similar aQQroved:
3 On concrete soffits.
ON METAL
ExQosed surfaces of galvanized mild steelwork
shall be degreased with galvanized iron cleaner
until a water break free surfaces has been achieved,
washed and dried and within 4 hours Qrimed with'
Plascon GW85 Qrimer'. AQQil! Plascon lnterthane
990 recoatable QOIJ!urethane. All in accordance with
manufacturer' instructions- 50 micron drJ! film
thickness (as Qer Qaint tl!Qe P4lor similar aQQroved:
(
4 On door frames.
ON WOOD, WOOD BOARD
Primed to manufacturer's sQecifications, one
universal undercoat and two aQQroved coats high
gloss enameiQaint( Colour to later SQec) or similar
a1111roved:
5 On timber skirtings.
Carried to Collection
Section No. 4
Bill No. 12
Paintwork
4-30
R
(
UNISA PHASE 3
Amount
SECTION NO. 4
Counseling area & Student funding
BILL NO.12
PAINTWORK
COLLECTION
Page No
Brought Forward from Page
4·29
4·30
Carried To Section Summary
Section No. 4
Bill No. 12
Paintwork
4·31
R
I
UNISA PHASE 3
\.
Amount
SECTION NO. 4
Counseling area & Student funding
BILL N0.13
PROVISIONAL SUMS
The Tenderer is referred to the relevant Clauses in the separate document
Model Preambles for Trades (2008 Edition) and to the Supplementary
Preambles which are incorporated at the front of these Bills of Quantities.
BUDGETARY ALLOWANCES
The following budgetary allowances are the work to be executed by
contractor:
Provide the amount of R80,000.00 ( Eighty thousand Rands) for the supply
and installation of counter and countertops including dividing panels, at
Student Funding (as perMS/a architects drawing No.1205_TD_102 & MS/a
architects drawing No.1205_TD_617).
Item
80 000 00
Provide the amount of R22,000.00 (Twenty two thousand Rands) for the
supply and installation of security desk (as perMS/a architects drawing
No.1205_TD_615).
Item
22 000 00
3 Provide the amount of R8,000.00 ( Eight thousand Rands) for the supply
and installation of new kitchenette namely floor cupboard ( as per MS/a
architects drawing No.1205_TD_610).
Item
8 000 00
Provide the amount of R420,000.00 ( Four hundred and twenty thousand
Rands) for the supply and installation of counseling booths.
Item
420 000 00
Item
25 000 00
2
4
5 Provide the amount of R25,000.00 (Twenty five thousand Rands) for the
supply and installation of photo booths.
{
Carried To Section Summary
Section No. 4
Bill No. 13
Provisional Sums
4-32
R
11----+-
(
UNISA PHASE 3
Amount
SECTION NO. 4
Counseling area & Student funding
SECTION SUMMARY
Page
Bill
No.
(
i
ALTERATIONS
4-5
2
CONCRETE, FORMWORK AND REINFORCEMENT
4-8
3
MASONRY
4-i i
4
WATERPROOFING
4-i2
5
CARPENTRY AND JOINERY
4-i5
6
CEILINGS PARTITIONS AND ACCESS FLOORING
4-20
7
FLOOR COVERINGS
4-2i
8
METALWORK
4-25
9
PLASTERING
4-26
iO
TILING
4-27
ii
GLAZING
4-28
i2
PAINTWORK
4-3i
i3
PROVISIONAL SUMS
4-32
(
Carried to Final Summary
Section No. 4
SECTION SUMMARY
4-33
R
1(
UNISA PHASE 3
('
SECTION NO. 5
Entrance screen
(
5-i
(
UNISA PHASE 3
Unit
Quantity
Rate
Amount
SECTION NO. 5
Entrance screen
BILL N0.1
ALTERATIONS
The Tenderer is referred to the relevant Clauses in the
separate document Model Preambles for Trades (2008
Edition) and to the Supplementary Preambles which are
incorporated at the front of these Bills of Quantities.
SUPPLEMENTARY PREAMBLES
(
The Contractor shall carry out the entire works with a
minimum of disturbance to adjoining premises and their
occupants.He shall provide proper protection, erect and
remove when directed any temporary tarpaulins that
may be required during progress of the works, to the
satisfaction of the Principal Agent.
Special care shall be exercised during the progress of
works to ensure that any electrical installations, water
supply pipes, telephone and other services which may
be encountered are not interfered with and notice shall
be given to the Principal Agent if any disconnection or
alterations become necessary. The Contractor will be
solely responsible for damage to underground services
where the Contractor is found to be negligent.
Prices for taking out doors, windows, etc shall include
for removal of all beads, architraves, ironmongery, etc.
Prices for taking out doors and frames shall include for
removing door stops, cabin hooks, etc and making good
floor and wall finishes to match existing.
(
Making good of finishes shall include making good of
the brick and concrete surfaces onto which the new
finishes are applied, where necessary.
With regard to building up of openings in existing walls,
cement screeds and pavings, granolithic, tops of walls,
etc shall be levelled and prepared for raising of
brickwork.
The Contractor will be required to take all dimensions
affecting the existing buildings on the site and he will be
held solely responsible for the accuracy of all such
dimensions where used in the manufacture of new
items (doors, windows, fittings, etc).
Carried to Collection
Section No. 5
Bill No.1
Alterations
5-2
R
(
UNISA PHASE 3
Unit
Quantity
Amount
Rate
Material described as set aside for re-use shall be
carefully dismantled where necessary, cleaned, neatly
stored under cover and protected from damage until
required for re-use. Any damage caused to such
materials during removal, storage or refixing shall be
made good at the Contractor's expense.
Building rubble is to be set aside for re-use and used as
directed by the Principal Agent.
SPECIFICATIONS
Plaster removed of existing masonry walls:
Carefully chip off plaster to expose brickwork. 150mm of
plaster to be maintained at the bottom of the wall to
allow for power skirting fixing.
(
Floors:
Repair existing screeds where necessary. Floor slab to
be minimum of 75mm thick and engineer's
specifications. Damp proof membrane to be provide
beneath floor slab (250 micron).
TEMPORARY BARRIERS, SCREENS, ETC
Temporary barriers, screens, etc., including
removal:
Dust screen 1OOOmm high between concrete floor and
ceiling formed of suitable timber framing with micron
polyethylene sheeting stapled on including corners,
ends, etc.
m
20
REMOVAL OF EXISTING WORK
Break and remove existing roads, bases,etc:
70
2
30mm Thick tarmic layer on roads
3
150mm Thick crusher run base course compacted to
95% Mod AASHTO on roads.
4
5
m'
150mm Thick scarifying sub base course compacted to
95% Mod AASHTO on roads.
70
70
6
Large white stone pebbles.
Break and remove concrete kerb, etc:
6
m
1OOmm High kerb.
Carried to Collection
Section No. 5
Bill No.1
Alterations
5-3
12
R
(
UNISA PHASE 3
Unit
Quantity
Amount
Rate
Take out and remove existing gutters, down[!i(les
and siganage, etc:
No.
7 Signage approximatelly 2000 x 1OOOmm high.
8 Aluminium box gutters.
9
110mm uPVC downpipes, offsets, shoes, etc.
1
m
14
m
9
No.
64
m'
1
FORM OPENING ON BUILDING STRUCTURES
Carefullcut to form toothing on the existing one
brick walls( This O[!erations to be carried out with
care to avoid damages on the remaining structures}:
(
10 On walls size 230 x 115 x 60mm.
Carefullbreak U[! and remove the (lOrtions of the
existing reinforced concrete strill footing to allow
[!iers to [!ass through{ This o(lerations to be carried
out with care to avoid damages on the remaining
stm footings}:
11
Reinforced concrete strip footing.
(
Carried to Collection
Section No. 5
Bill No.1
Alterations
5-4
R
(
UNISA PHASE 3
Amount
SECTION NO. 5
Entrance screen
BILL N0.1
ALTERATIONS
COLLECTION
Page No
Brought Fo!Ward from Page
5-2
5-3
5-4
(
(
Carried To Section Summary
Section No. 5
Bill No.1
Alterations
5-5
R
(
UNISA PHASE 3
Unit
Quantity
Amount
Rate
SECTION NO.5
Entrance screen
BILL N0.2
EARTHWORKS
The Tenderer is referred to the relevant Clauses in the
separate document Model Preambles for Trades (2008
Edition) and to the Supplementary Preambles which are
incorporated at the front of these Bills of Quantities.
EXCAVATION OTHER THAN BULK
Excavation in earth not exceeding 2m dee);!:
I
\
ms
17
2 Soft rock.
ms
3
3
ms
2
m2
38
m2
38
ms
5
ms
13
Trenches
Extra over excavation in earth for excavation in:
Hard rock.
Excavation of vertical sides of excavation in earth
for working s);!ace including backfilling com);!acted
to 98% Mod. AASHTO maximum density:
4
Exceeding 500mm and not exceeding 1,5m deep for
erection and removal of formwork to foundation footings.
Risk of colla);!se of excavations other than bulk:
5 Sides of trench and hole excavations not exceeding
1,5m deep.
(
CARTING AWAY
Extra over all excavations for loading, carting and
dumJ:!ing surJ:!Ius excavated material (no allowance
made for increase in bulk):
6
Off site to a dumping site to be found by the Contractor.
EARTH FILLING, ETC
Filling with material from the excavations
com);!acted to a density of at least 95% Mod.
AASHTO maximum density:
7 Backfilling to trenches, holes, etc.
Carried to Collection
Section No. 5
Bill No.2
Earthworks
5-6
R
(
UNISA PHASE 3
Unit
Quantity
Amount
Rate
Filling with approved material suppled and carted
onto site by the Contractor compacted to a density
of at least 100% Mod. AASHTO maximum density:
8
13
Filling to trenches, holes, etc.
KEEPING EXCAVATIONS FREE OF WATER
Keeping excavations free of water:
9
Keeping excavations free of all water other than
subterranean water.
Item
(
(
Carried to Collection
Section No. 5
Bill No.2
Earthworks
5-7
R
(
UNISA PHASE 3
Amount
SECTION NO. 5
Entrance screen
BILL NO.2
EARTHWORKS
COLLECTION
Page No
Brought Forward from Page
5-6
5-7
(
(
Carried To Section Summary
Section No. 5
Bill No.2
Earthworks
5-8
R
(
UNISA PHASE 3
Unit
Quantity
Rate
Amount
SECTION NO. 5
Entrance screen
BILL NO.3
CONCRETE. FORMWORK AND REINFORCEMENT
The Tenderer is referred to the relevant Clauses in the
separate document Model Preambles for Trades (2008
Edition) and to the Supplementary Preambles which are
incorporated at the front of these Bills of Quantities.
SUPPLEMENTARY PREAMBLES
Cost of tests:
(
The costs of making, storing and testing of concrete test
cubes as required under clause 7 'Tests' of SABS 1200
G shall include the cost of providing cube moulds
necessary for the purpose, for testing costs and for
submitting reports on the tests to the Architect. The
testing shall be undertaken by an independent firm or
institution nominated by the Contractor to the approval
of the Architect. (Test cubes are measured separately).
Formwork:
Descriptions of formwork shall be deemed to include
use and waste only (except where described as left in or
permanent), for fitting together in the required forms,
wedging, plumbing and fixing to true angles and
surfaces as necessary to ensure easy release during
stripping and for reconditioning as necessary before reuse.
(
Formwork to sides of bases, pile caps, ground beams,
etc., will only be measured where it is prescribed by the
Engineer for design reasons. Formwork necessitated
by irregularity or collapse of excavated faces will not be
measured and the cost thereof shall be deemed to be
included in the allowance for taking the risk of collapse
of the sides of the excavations, provision for which is
made in Earthworks.
UNREINFORCED CONCRETE
1OMpa/19mm Concrete
m3
Surface blinding under footings and bases.
1
m3
2 Concrete infill to cavities.
Carried to Collection
Section No. 5
Bill No.3
Concrete, Formwork And Reinforcement
5-9
R
(
UNISA PHASE 3
Unit
Quantity
Rate
Amount
REINFORCED CONCRETE
30 MPa/19mm Concrete:
3
Strip footing.
m3
4
Rectangular columns.
m3
5
Beams.
m3
2
Sets
6
4
TEST BLOCKS
Test blocks:
(
6
Making and testing set of three 150 x 150 x 150mm
concrete strength test cubes (Provisional).
ROUGH FORMWORK (DEGREE OF ACCURACY Ill
Rough Formwork to Sides:
7
Bases (Provisional).
m'
10
8
Beams.
m'
16
9
Rectangular columns.
m'
22
m'
5
m'
10
Rough Formwork to soffits:
10
Beams proped up exceeding 1,5m and not exceeding
3,5m high.
MOVEMENT JOINTS
Ex11ansion joints with softboard between vertical
concrete surfaces:
(
11
10mm Joints exceeding 300mm high.
REINFORCEMENT {PROVISIONAL)
Mild steel reinforcement to structural concrete work:
12
8mm Diameter bars.
Kg
50
13
1Omm Diameter bars.
Kg
71
14
12mm Diameter bars.
Kg
121
Carried to Collection
Section No. 5
Bill No.3
Concrete, Formwork And Reinforcement
5-10
R
(
UNISA PHASE 3
Unit
Quantity
Amount
Rate
High tensile steel reinforcement to structural
concrete work:
(
15
1Omm Diameter bars.
Kg
151
16
12mm Diameter bars.
Kg
202
17
16mm Diameter bars.
Kg
141
18 20mm Diameter bars.
Kg
71
19 25mm Diameter bars.
Kg
101
20
Kg
101
32mm Diameter bars.
(
Carried to Collection
Section No. 5
Bill No.3
Concrete, Formwork And Reinforcement
5-11
R
(
UNISA PHASE 3
Amount
SECTION NO. 5
Entrance screen
BILL NO.3
CONCRETE. FORMWORK AND REINFORCEMENT
COLLECTION
Page No
Brought Forward from Page
5-9
5-iO
5-i i
(
(
Carried To Section Sum mary
Section No. 5
Bill No.3
Concrete, Formwork And Reinforcement
5-i2
R
(
UNISA PHASE 3
Unit
Quantity
Amount
Rate
SECTION NO.5
Entrance screen
BILL N0.4
PRECAST CONCRETE
The Tenderer is referred to the relevant Clauses in the
separate document Model Preambles for Trades (2008
Edition) and to the Supplementary Preambles which are
incorporated·at the front of these Bills of Quantities.
SUPPLEMENTARY PREAMBLES
General:
,
(
Where kerbstones, blocks, etc are laid in ground
descriptions shall be deemed to include necessary
excavation, filling in and ramming.
PAVING BRICKS
Concrete (laving on 50mm thick sand bed
including, d[lm, (lre(laration of ground or filling:
Brick paving.
m'
200
m
20
m
20
CONCRETE KERBlNG AND CHANNELING
Precast concrete kerbing, laid in (losition on
15MPa/19mm unreinforced concrete bed
a(l(lroximatelly 150mm wide x 1OOmm
dee);!,including excavation, backfilling, formwork,
etc:
2
1OOmm High concrete kerb.
I
\.
Precast concrete channel, laid on earth etc :
3 450mm Wide concrete channel( attached to kerb).
Carried To Section Summary
Section No. 5
Bill No.4
Precast Concrete
5-13
R
(
UNISA PHASE 3
Unit
Quantity
Amount
Rate
SECTION NO. 5
Entrance screen
BILL N0.5
MASONRY
The Tenderer is referred to the relevant Clauses in the
separate document Model Preambles for Trades (2008
Edition) and to the Supplementary Preambles which are
incorporated at the front of these Bills of Quantities.
BRICKWORK
Sizes in descriptions:
(
Where sizes in descriptions are given in brick units, 'one
brick' shall represent the length and 'half brick' the width
of a brick.
Hollow walls etc:
Descriptions of hollow walls shall be deemed to include
leaving every fifth perpend of the bottom course of the
external skin open as a weep hole.
Pointing:
Descriptions of recessed pointing to fair face brickwork
and face brickwork shall be deemed to include square
recessed, hollow recessed, weathered pointing, etc.
SPECIFICATIONS
Foundations:
(
No foundations or any other party of the building may
project beyond the boundary of the property. Existing
floor slab integrity to verified by structural engineer prior
to construction of new masonry walls. New foundations
to structural engineer's specifications and design.
External walls :
Damp proof courses to be provided in walls (not
applicable to free standing walls e.g. boundary I screen
walls).
Damp proof course to be minimum of 150mm above
ground level.
External walls to be 280mm and 115mm. Cavity walls to
be filled with concrete below ground level up to stepped
DCP.
Carried to Collection
Section No. 5
Bill No.5
Masonry
5-14
R
(
UNISA PHASE 3
Unit
Quantity
Amount
Rate
Weep holes every third perpend.SABS approved walls
ties every second course. Cavity walls closed at door
and window reveals, pc lintels above all door and
window openings exceeding 900mm.
DPC to wall external door and window surrounds.
Internal walls :
Plastered and painted masonry (NFX bricks). Skimmed
drywall on stud framework to manufacturers
specification.
BRICKWORK IN FOUNDATIONS {PROVISIONAL)
(
Brickwork of NFX bricks {14 MQa nominal
com);!ressive strenght) in Class I mortar:
2
One brick walls.
m2
280mm Cavity walls of two half brick skins including
wire ties.
m2
3 400mm Cavity walls of one brick walls and half brick
4
skin including wire ties.
m2
Brick piers.
m3
9
1
BRICKWORK IN SUPERSTRUCTURE
Brickwork of NFX bricks {14 MQa nominal
com);!ressive strenght) in Class I mortar:
(
5
Half brick wall lining to concrete.
m2
12
6
One brick walls.
m2
64
wire ties.
m2
5
400mm Cavity walls of one brick walls and half brick
skin including wire ties.
m2
5
Brick piers.
m3
7 280mm Cavity walls of two half brick skins including
8
9
BRICKWORK SUNDRIES
Brickwork sundries:
10
Closing 50mm cavities of hollow wall vertcally with half
brick wide.
Carried to Collection
Section No. 5
Bill No.5
Masonry
5-15
m
21
R
(
UNISA PHASE 3
Unit
Quantity
Amount
Rate
Brickwork reinforcement:
11 75mm Wide reinforcemnt built in horizontally.
12
150mm Wide reinforcemnt built in horizontally.
m
127
m
408
Galvanised hoo[! iron cram[!S, tie,etc:
13 30 x 1,6mm Cramp 300mm long one end fixed to
column/beam and other end built into brickwork.
No.
58
147
FACE BRICKWORK
Face bricks [!Ointed with flush horizontal and
vertical joints:
I
\
14
Extra over brickwork for face brickwork externally.
m2
15
Extra over brickwork for brick-on-edge header course.
m
Carried to Collection
Section No. 5
Bill No.5
Masonry
5-16
16
R
(
UNISA PHASE 3
Amount
SECTION NO. 5
Entrance screen
BILL NO.5
MASONRY
COLLECTION
Page No
Brought Forward from Page
5-14
5-15
5-16
(
(
Carried To Section Summary
Section No. 5
Bill No.5
Masonry
5-17
R
(
UNISA PHASE 3
Unit
Quantity
Amount
Rate
SECTION NO.5
Entrance screen
BILL NO.6
WATERPROOFING
SUPPLEMENTARY PREAMBLES
Waterproofing:
Waterproofing of roofs, basements, etc shall be laid
under a ten year guarantee. Waterproofing to roofs shall
be laid to even falls to outlets etc with necessary ridges,
hips and valleys. Descriptions of sheet or membrane
waterproofing shall be deemed to include additional
labour to turn-ups and turn-downs.
(
DAMPPROOFING OF WALLS AND FLOORS
One la er of 375 micron embossed dam[! [!roof
course:
In walls.
m2
5
m2
5
m
28
m2
24
m
59
Two la ers of 500 micron thick DPC in sli[! joints
between horizontal concrete and brick surfaces
including cement mortar bed:
2
In walls.
FLASHING ETC.
Pre[!are and a[![!lon coat 'Uni-flash' [!rimer to
masonror metal substrata, Uni-flash self adhesive
membrane and one heavcoat Uni-flash to[!cote or
similar a[![!roved:
{
\
3 On box gutter.
PROTECTIVE ROOFING PAINT
Two coats of flintkote:
4
On concrete surfaces.
JOINT SEALANTS ETC
Pol urethane sealing com[!ound including backing
cord, bond breaker,[!rimer, etc or similar a[![!roved:
5 10 x 1 Omm In expansion joints in walls.
Carried To Section Summary
Section No. 5
Bill No.6
Waterproofing
5-18
R
(
UNISA PHASE 3
Unit
Quantity
Amount
Rate
SECTION NO. 5
Entrance screen
BILL NO.7
PLUMBING AND DRAINAGE (PROVISIONAL)
The Tenderer is referred to the relevant Clauses in the
separate document Model Preambles for Trades (2008
Edition) and to the Supplementary Preambles which are
incorporated at the front of these Bills of Quantities.
SUPPLEMENTARY PREAMBLES
uPVC pressure pipes and fittings:
(
Pipes for water supply shall be of the class stated.
Pipes of 40mm diameter and smaller shall be plain
ended with solvent welded uPVC loose sockets and
fittings.
Pipes of 50mm diameter and greater shall have sockets
and spigots with push-in type integral rubber ring joints.
Bends shall be uPVC and all other fittings shall be cast
iron, all with similar push-in type joints.
Fixing of pipes
Unless specifically otherwise stated, descriptions of
pipes shall be deemed to include for fixing to walls etc.
casting in, building in or suspending not exceeding 1m
below suspension level
Reducing fittings:
(
Where fittings have reducing ends or branches they are
described as 'reducing'. In the case of pipes with
diameters not exceeding 60mm only the largest end or
branch size is given. Should the Contractor wish to use
other fittings and bushes or reducers he may do so on
the understanding that no claim in this regard will be
entertained. In the case of pipes with diameters
exceeding 60mm all sizes are given and no claim for
extra bushes, reducers, etc will be entertained.
Wire gratings:
Descriptions of gutter outlets etc shall be deemed to
include wire balloon gratings.
Carried to Collection
Section No. 5
Bill No.7
Plumbing And Drainage (provisional)
5-19
R
UNISA PHASE 3
Unit
Quantity
Amount
Rate
Excavations:
No claim for rock excavation will be entertained unless
the Contractor has timeously notified the quantity
surveyor thereof prior to backfilling.
'Soft rock' and 'hard rock' shall be as defined in
'Earthworks'.
Laying, backfilling, bedding, etc of pipes:
Pipes shall be laid and bedded and trenches shall be
carefully backfilled in accordance with manufacturers'
instructions.
(
Where no manufacturers' instructions exist pipes shall
be laid in accordance with clauses 5.1 and 5.2 of each
of the following: SABS 1200 L : Medium pressure
pipelines LD : Sewers LE : Stormwater drainage Pipe
trenches etc shall be backfilled in accordance with
clause 3, 5.5, 5.6, 5.7 and 7 of SAB.
Flush pans:
Flush pans shall have straight or side outlets and 'P' or
'S' traps as necessary.
Stainless steel basins, sinks, wash troughs, urinals,
etc:
Units shall have standard aprons on all exposed edges
and tiling keys against walls where applicable.
Waste unions:
(
Descriptions of waste unions shall be deemed to include
rubber or vulcanite plugs and chains fixed to fittings.
Copper pipes:
Pipes shall be hard drawn and half-hard pipes of the
class stated. Class 0 (thin walled hard drawn) pipes
shall not be bent. Class 1 (thin walled half-hard), class 2
(half-hard) and class 3 (heavy walled half-hard) pipes
shall only be bent with benders with inner and outer
formers. Fittings to copper waste, vent and anti-syphon
pipes, capillary solder fittings and compression fittings
shall be 'Cobra Watertech' type. Capillary solder fittings
shall comply with ISO 2016. Only compression fittings
shall be used in walls or in ground.
Carried to Collection
Section No. 5
Bill No.7
Plumbing And Drainage (provisional)
5-20
R
(
UNISA PHASE 3
Unit
Quantity
Rate
Amount
Exposed concrete surfaces:
Exposed surfaces of concrete stormwater channels,
inspection eye marker slabs, gulley tops,
cleaning eye tops, catchpits, inspection chambers, etc
shall be finished smooth with plaster.
cover slabs,
Additional notes:
Minimum diameter of the drain line to be 1OOmm. Head
of drain ;line and branch line exceeding 600mm to be
vented.
A minimum of 1 open gulley must be provided to each
drainage installation. Drainage beneath buildings or with
a cover of less than 300mm must be adequately
protected.
(
Drainage fixtures to be anti-siphoned or deep seal traps
provided. Heavy duty inspection chamber covers to the
provided for drainage that is situated within driveways
and loading areas. Maximum length of drain lines not to
exceed 25m without the provision of an inspection
chamber or rodding eye.
Gulley is within enclosed areas to be sealed and
ventilated to the external air.
New drainage to connect to existing sewer system, as
indicated on plan. All work to be carried out in
accordance with local authority requirements and SABS
0400 Part P.
RAINWATER DISPOSAL
3mm Thick purpose-made seam-welded aluminium,
powder-coated finish on outside or similar
approved:
(
113 x 190 x 113mm VHV concealed eaves gutters.
m
14
2
Extra over eaves gutter for stopped end.
No.
2
3
Extra over eaves gutter for outlet for 11Omm diameter
pipe.
No.
2
uPVC downpipes or similar approved:
4
11Omm Diameter rainwater pipes.
m
5
5
Extra over rainwater pipe for bend.
No.
2
Carried to Collection
Section No. 5
Bill No.7
Plumbing And Drainage (provisional)
5-21
R
(
UNISA PHASE 3
Unit
6
No.
Extra over rainwater pipe for shoe.
Quantity
Rate
Amount
2
(
(
Carried to Collection
Section No. 5
Bill No.7
Plumbing And Drainage (provisional)
5-22
R
(
UNISA PHASE 3
Amount
SECTION NO. 5
Entrance screen
BILL NO.7
PLUMBING AND DRAINAGE (PROVISIONAL\
COLLECTION
Page No
Brought Forward from Page
5-19
5-20
5-21
(
5-22
(
Carried To Section Summary
Section No. 5
Bill No.7
Plumbing And Drainage (provisional)
5-23
R
(
UNISA PHASE 3
Amount
SECTION NO. 5
Entrance screen
BILL N0.8
PROVISIONAL SUMS
The Tenderer is referred to the relevant Clauses in the separate document
Model Preambles for Trades (2008 Edition) and to the Supplementary
Preambles which are incorporated at the front of these Bills of Quantities.
BUDGETARY ALLOWANCES
The following budqetarv allowances are the work to be executed by
contractor:
(
Provide the amount of R15 000.00 (Fifteen thousand Rands) for the construction of recess
Item
patterns in brick walls, etc ( MS/a Architects drawing No.1205_TD_402).
15 000 00
Provide the amount of 10 000.00 (Ten thousand Rands) for the supply and
installation of the landscaping complete, etc ( MS/a Architects drawing No
1205_TD_402).
Item
10 000 00
Provide the amount of R11 000.00 (Eleven thousand Rands) for the
demolitions of the existing man hole, backfilling, compaction of earth and
excavating in earth, backfill, construction of a new man hole, extension of
pipework, connections, testing, etc ( Nadeson drawing No S-298 Rev o,
MS/a Architects drawing No.1205_TD_402).
Item
11 000 00
Provide the amount of R13 000.00 (Thirteen thousand Rands) for the supply
and installation of the timber screens including steel frames,etc ( MS/a
Architects drawing No 1205_TD_402).
Item
13 000 00
5
Provide the amount of R20,000.00 (Twenty thousand Rands) for Signage.
Item
20 000 00
6
Provide the amount of R30,000.00 (Thirty thousand Rands) for Sliding gate
to refuse area including an electrical point.
Item
30 000 00
2
3
4
(
Carried To Section Summary
Section No. 5
Bill No.8
Provisional Sums
5-24
R
11----+-
UNISA PHASE 3
Amount
SECTION NO. 5
Entrance screen
SECTION SUMMARY
Page
Bill
No.
(
ALTERATIONS
5·5
2
EARTHWORKS
5·8
3
CONCRETE, FORMWORK AND REINFORCEMENT
5·12
4
PRECAST CONCRETE
5-13
5
MASONRY
5-17
6
WATERPROOFING
5-18
7
PLUMBING AND DRAINAGE (PROVISIONAL)
5·23
8
PROVISIONAL SUMS
5·24
(
Carried to Final Summary
Section No. 5
SECTION SUMMARY
5-25
R
11-----1--
(
UNISA PHASE 3
(
SECTION NO. 6
Roof to atrium
(
6-1
(
UNISA PHASE 3
Amount
SECTION NO. 6
Roof to atrium
The Tenderer is referred to the relevant Clauses in the separate document
Model Preambles for Trades (2008 Edition) and to the Supplementary
Preambles which are incorporated at the front of these Bills of Quantities.
BUDGETARY ALLOWANCES
The following budgetary allowances are for the work to be executed by
the contractor:
2
Provide the amount of R 150,000.00 (Hundred and fifty thousand Rands) for
Removal of existing roof sheeting,trusses,flashing, gutters, etc and supply
and install new translucent roof sheeting, flashings, sisalation, etc.
Item
150 000 00
Provide the amount of R 160,000.00 (Hundred and sixty thousand Rands)
for the supply and installation of insulation and ceilings including battens,
forming light boxes, roof lights, flashing, etc.
Item
160 000 00
(
Carried To Section Summary
Section No. 6
Bill No.1
Provisional Sums
6-2
R
11-----f-----
(
UNISA PHASE 3
Amount
SECTION NO. 6
Roof to atrium
SECTION SUMMARY
Page
Brought Fo!Ward from Page
6-2
(
(
Carried to Final Summary
Section No. 6
SECTION SUMMARY
6-3
R
11----t-
(
UNISA PHASE 3
(
SECTION NO. 7
Sunscreen to North elevation
(
7-1
(
UNISA PHASE 3
Amount
SECTION NO. 7
Sunscreen to North elevation
The Tenderer is referred to the relevant Clauses in the separate document
Model Preambles for Trades (2008 Edition) and to the Supplementary
Preambles which are incorporated at the front of these Bills of Quantities.
BUDGETARY ALLOWANCES
The following budqetarv allowances are for work to be executed by the
contractor:
(
1 Provide the amount of R150,000.00 ( One hundred and fifty thousand
Rands) for the supply and installation of sunscreen to the north elevation.
Carried To Section Summary
Section No. 7
Bill No.1
Provisional Sums
7-2
Item
R
540 000 00
(
UNISA PHASE 3
Amount
SECTION NO. 7
Sunscreen to North elevation
SECTION SUMMARY
Page
Brought Forward from Page
7-2
(
(
Carried to Final Summary
Section No. 7
SECTION SUMMARY
7-3
R
UNISA PHASE 3
(
SECTION NO. 8
Toilets
(
8-1
(
UNISA PHASE 3
Unit
Quantity
Amount
Rate
SECTION NO. 8
Toilets
BILL N0.1
ALTERATIONS
The Tenderer is referred to the relevant Clauses in the
separate document Model Preambles for Trades (2008
Edition) and to the Supplementary Preambles which are
incorporated at the front of these Bills of Quantities.
SUPPLEMENTARY PREAMBLES
(
The Contractor shall carry out the entire works with a
minimum of disturbance to adjoining premises and their
occupants.He shall provide proper protection, erect and
remove when directed any temporary tarpaulins that
may be required during progress of the works, to the
satisfaction of the Principal Agent.
Special care shall be exercised during the progress of
works to ensure that any electrical installations, water
supply pipes, telephone and other services which may
be encountered are not interfered with and notice shall
be given to the Principal Agent if any disconnection or
alterations become necessary. The Contractor will be
solely responsible for damage to underground services
where the Contractor is found to be negligent.
Prices for taking out doors, windows, etc shall include
for removal of all beads, architraves, ironmongery, etc.
Prices for taking out doors and frames shall include for
removing door stops, cabin hooks, etc and making good
floor and wall finishes to match existing.
(
Making good of finishes shall include making good of
the brick and concrete surfaces onto which the new
finishes are applied, where necessary.
With regard to building up of openings in existing walls,
cement screeds and pavings, granolithic, tops of walls,
etc shall be levelled and prepared for raising of
brickwork.
The Contractor will be required to take all dimensions
affecting the existing buildings on the site and he will be
held solely responsible for the accuracy of all such
dimensions where used in the manufacture of new
items (doors, windows, fittings, etc).
Carried to Collection
Section No. 8
Bill No.1
Alterations
8-2
R
(
UNISA PHASE 3
Unit
Quantity
Amount
Rate
Material described as set aside for re-use shall be
carefully dismantled where necessary, cleaned, neatly
stored under cover and protected from damage until
required for re-use. Any damage caused to such
materials during removal, storage or refixing shall be
made good at the Contractor's expense.
Building rubble is to be set aside for re-use and used as
directed by the Principal Agent.
SPECIFICATIONS:
Plaster removed of existing masonry walls:
(
Carefully chip off plaster to expose brickwork. 150mm of
plaster to be maintained at the bottom of the wall to
allow for power skirting fixing.
Floors:
Repair existing screeds where necessary. Floor slab to
be minimum of 75mm thick and engineer's
specifications. Damp proof membrane to be provide
beneath floor slab (250 micron).
TEMPORARY BARRIERS, SCREENS, ETC.
Temporary barriers, screens, etc., including
removal:
Dust screen 1OOOmm high between concrete floor and
ceiling formed of suitable timber framing with micron
polyethylene sheeting stapled on including corners,
ends, etc.
m
i5
REMOVAL OF EXISTING WORK
(
Break and remove brickwork etc:
139
2 Half brick wall
i6
3 280mm Cavity walls.
Chip off plaster from exisitng brickwork etc:
296
4 On walls
Take out and remove doors, windows, etc including
thresholds, sills, etc:
5 Timber single door and frame 813 x 2023mm high
overall from one brick walls.
Carried to Collection
Section No. 8
Bill No. i
Alterations
8-3
No.
i6
R
(
UNISA PHASE 3
Unit
Quantity
No.
3
m'
89
m'
89
m
9
10 Vitreous china wash hand basin.
No.
5
11 Vitreous china WC pan with cistern.
No.
14
12 Vitreous china wall hung urinal with flush valve.
No.
2
m'
7
6 Aluminium window and frame 500 x 1500mm high
overall from one brick walls.
Amount
Rate
Take down and remove roofs, floors,1;1aneling,
ceilings, 1;1artitions, skirtings, etc:
7
Existing ceiling tiles.
8 Existing tiles.
9 Cubicle partitioning 21OOm high including doors,
ironmongery, glazed borrowed lights, etc.
Take out and remove !;!i[ling, sanitarl£ fittings, etc
including disconnecting !;!iQing from fittings and
making good floor and wall finishes {making good
tiling and Qaintwork elsewhere):
(
BUILDING UP OPENINGS
Brickwork in NFX bricks in class I mortar in building
!!..12..=.
13
Half brick walls.
(
Carried to Collection
Section No. 8
Bill No.1
Alterations
8-4
R
UNISA PHASE 3
Amount
SECTION NO. 8
Toilets
BILL N0.1
ALTERATIONS
COLLECTION
Page No
Brought Fo!Ward from Page
8-2
8-3
8-4
(
Carried To Section Summary
Section No. 8
Bill No.1
Alterations
8-5
R
(
UNISA PHASE 3
Unit
Quantity
Amount
Rate
SECTION NO. 8
Toilets
BILL NO.2
MASONRY
The Tenderer is referred to the relevant Clauses in the
separate document Model Preambles for Trades (2008
Edition) and to the Supplementary Preambles which are
incorporated at the front of these Bills of Quantities.
BRICKWORK
Sizes in descriptions:
(
Where sizes in descriptions are given in brick units, 'one
brick' shall represent the length and 'half brick' the width
of a brick.
Hollow walls etc:
Descriptions of hollow walls shall be deemed to include
leaving every fifth perpend of the bottom course of the
external skin open as a weep hole.
Walls in two skins described as 'bagged and sealed'
shall be deemed to include having the outer face of the
inner skin bagged with i :6 cement and sand mixture
and sealed with two coats 'Brixeal' bitumen emulsion
waterproofing coating.
Pointing:
Descriptions of recessed pointing to fair face brickwork
and face brickwork shall be deemed to include square
recessed, hollow recessed, weathered pointing, etc.
(
SPECIFICATIONS:
Foundations:
No foundations or any other party of the building may
project beyond the boundary of the property. Existing
floor slab integrity to verified by structural engineer prior
to construction of new masonry walls. New foundations
to structural engineer's specifications and design.
External walls :
Damp proof courses to be provided in walls (not
applicable to free standing walls e.g. boundary I screen
walls).
Carried to Collection
Section No. 8
Bill No.2
Masonry
8-6
R
(
UNISA PHASE 3
Unit
Quantity
Amount
Rate
Damp proof course to be minimum of 150mm above
ground level.
External walls to be 280mm and 115mm. Cavity walls to
be filled with concrete below ground level up to stepped
DCP.
Weep holes every third perpend.SABS approved walls
ties every second course. Cavity walls closed at door
and window reveals, pc lintels above all door and
window openings exceeding 900mm.
DPC to wall external door and window surrounds.
Internal walls :
(
Plastered and painted masonry (NFX bricks). Skimmed
drywall on stud framework to manufacturers
specification.
BRICKWORK IN SUPERSTRUCTURE
Brickwork of NFX bricks in class I mortar:
Half brick walls.
m'
86
2
One brick walls.
m'
20
3
280mm Cavity walls of two half brick skins including
wire ties.
m'
12
m
18
m
29
BRICKWORK SUNDRIES
Brickwork sundries:
4
{
\.
Closing 50mm cavity of hollow wall vertically with
brickwork half brick wide.
Prestressed fabricated lintels:
5
110 x 75mm Lintels in lengths not exceeding 3m.
Brickwork reinforcement:
6
75mm Wide reinforcement built in horizontally.
m
649
7
150mm Wide reinforcement built in horizontally.
m
118
Carried to Collection
Section No. 8
Bill No.2
Masonry
8-7
R
(
UNISA PHASE 3
Unit
Quantity
Amount
Rate
FACE BRICKWORK COPINGS, SILLS, ETC,
Brick-on-edge header course copings, sills, etc
pointed with recessed joints on all exposed faces:
m
8 Sill set level and slightly projecting.
7
(
(
Carried to Collection
Section No. 8
Bill No.2
Masonry
8-8
R
(
UNISA PHASE 3
Amount
SECTION NO. 8
Toilets
BILL NO.2
MASONRY
COLLECTION
Page No
Brought FoiWard from Page
8-6
8-7
8-8
(
(
Carried To Section Summary
Section No. 8
Bill No.2
Masonry
8-9
R
(
UNISA PHASE 3
Unit
Quantity
m2
15
m2
5
m2
192
Rate
Amount
SECTION NO. 8
Toilets
BILL N0.3
WATERPROOFING
The Tenderer is referred to the relevant Clauses in the
separate document Model Preambles for Trades (2008
Edition) and to the Supplementary Preambles which are
incorporated at the front of these Bills of Quantities.
SUPPLEMENTARY PREAMBLES
Waterproofing:
(
Waterproofing of roofs, basements, etc shall be laid
under a ten year guarantee. Waterproofing to roofs shall
be laid to even falls to outlets etc with necessary ridges,
hips and valleys. Descriptions of sheet or membrane
waterproofing shall be deemed to include additional
labour to turn-ups and turn-downs.
DAMPPROOFING OF WALLS AND FLOORS
One layer of 375 micron embossed damp [!roof
course:
In walls.
Two layers of 500 micron thick DPC in slip joints
between horizontal concrete and brick surfaces
including cement mortar bed:
2
In walls.
One layer of 250 micron waterproof sheeting sealed
at la[!s with Gunplas Pressure Sensitive Tape or
similar approved:
{
3 Under surface beds.
JOINT SEALANTS ETC
Polyurethane sealing com[!ound including backing
cord, bond breaker, [!rimer, etc or similar approved:
4
10 x 1Omm In joints between frames and walls
m
59
5
1Omm Wide joints between fittings and walls.
m
5
Carried To Section Summary
Section No. 8
Bill No.3
Waterproofing
8-10
R
(
UNISA PHASE 3
Unit
Quantity
Amount
Rate
SECTION NO. 8
Toilets
BILL N0.4
CARPENTRY AND JOINERY
The Tenderer is referred to the relevant Clauses in the
separate document Model Preambles for Trades (2008
Edition) and to the Supplementary Preambles which are
incorporated at the front of these Bills of Quantities.
SUPPLEMENTARY PREAMBLES
Particle board:
(
Particle board shall comply with the following
specifications: a) SABS 1300 Particle board: exterior
and flooring type b) SABS 1301 Particle board: interior
type.
Joinery:
Descriptions of frames shall be deemed to include
frames, transoms, mullions, rails, etc.
Descriptions of hardwood joinery shall be deemed to
include pelleting of bolt holes.
Fixing:
Items described as nailed shall be deemed to be fixed
with hardened steel nails or shot pins to brickwork or
concrete.
Decorative laminate finish:
Laminate finish shall be glued under pressure. Edge
strips shall be butt jointed at junctions with adjacent
similar finish.
(
FLUSH SOLID CORE DOORS
44mm Flush solid core door hung to timber frames:
2
Single door type D01 overall size 815 x 21OOmm high.
No.
Sinlge door type D02 overall size 815 x 21OOmm high.
No.
3
m
20
FRAMED FRAMES ETC
Meranti or similar approved hardwood:
3 44 x 144mm Rebated frames.
Carried To Section Summary
Section No. 8
Bill No.4
Carpentry And Joinery
8-11
R
UNISA PHASE 3
Unit
Quantity
Amount
Rate
(
(
Carried To Section Summary
Section No. 8
Bill No.4
Carpentry And Joinery
8-12
R
UNISA PHASE 3
Unit
Quantity
Amount
Rate
SECTION NO. 8
Toilets
BILL N0.5
CEILINGS PARTITIONS AND ACCESS FLOORING
The Tenderer is referred to the relevant Clauses in the
separate document Model Preambles for Trades (2008
Edition) and to the Supplementary Preambles which are
incorporated at the front of these Bills of Quantities.
SUPPLEMENTARY PREAMBLES
Descriptions:
(
Items described as nailed shall be deemed to be fixed
with hardened steel nails or pins or shot pinned to
brickwork or concrete.
Items described as plugged shall be deemed to include
screwing to fibre, plastic or metal plugs at not exceeding
600mm centres, and where described as bolted the
bolts have been given.
Additional note:
1 Msa Architects drawing No.1205_WD_100
(2012.11.26)
2 Msa Architects drawing No.1205_WD_600
(2013.03.01)
3 Msa Architects drawing No.1205_WD_601
(2012.11.26)
(
4 Msa Architects drawing No.1205_WD_602
(2012.11.26)
5 MsaArchitects drawing No.1205_WD_603
(2012.11.26)
6 Msa Architects drawing No.1205_WD_604
(2012.11.26)
7 Msa Architects drawing No.1205_WD_605
(2012.11.26)
8 Msa Architects drawing No.1205_WD_606
(2012.11.26)
Carried to Collection
Section No. 8
Bill No.5
Ceilings Partitions And Access Flooring
8-13
R
(
UNISA PHASE 3
Unit
Quantity
Amount
Rate
SUSPENDED CEILINGS
9.5mm Thick rhino gyQsum board nailed face down
with and including 2mm galvanized clout headed
nails 38mm long along the lines of the metal
SUQQOrts with joints built loose butt jointed and
covered with 63mm galvanized wire scrim,
Qlastered entireiJl with sufficient cretestone Qlaster
aQQiied in two laJlers and finished with and
including a steel trowel, well Qressed into the wire
scrim over joints or similar aQQroved:
(
Ceilings suspended not exceeding 1m below concrete
soffits.
m2
89
12,5mm Thick rhino gypsum ceilings 300mm wide ( lo
form a light recess).
m
10
3 12,5mm Thick rhino gypsum ceilings 120mm high (to
form a light recess).
m
25
Extra over to form opening through ceilings for 160mm
diameter hole.
No.
34
Extra over to form opening through ceilings for 1200 x
300mm ( light fittings).
No.
8
2
4
5
'GJlQroc' SM12 recessed shadowline wall angle
(code:1962)Qiugged and screwed to wall, vivid
white baked enamel, against waiiQiaster
(elsewhere) to QeriQhetJl of ceilings or similar
aQQroved, refer to drawing 120 TD 607 - Ceiling
recess detail :
(
m
156
7 50 x 114mm battens screw fixed to the underside of
38mm wide battens.
m
30
8 38 x 76mm Battens screw fixed to wall.
m
15
m2
8
6 37 x 24mm Recessed shadow line cornice.
Sawn softwood battens, refer to drawing
1205 TD 607 - Ceiling recess detail.
19mm PIJlWood screw - fixed to battens, refer to
drawing 1205 TD 607 - Ceiling recess detail.
9
19mm Plywood screw- fixed to battens horizontally to
receive gypsum ceiling board.
Carried to Collection
Section No. 8
Bill No.5
Ceilings Partitions And Access Flooring
8-14
R
(
UNISA PHASE 3
Unit
10
19mm Plywood screw- fixed to battens vertically to
support light fitting.
Quantity
m2
2
Partitions 1600 x 1800mm high.
No.
5
12 With infill panels 300 x 650mm high.
No.
5
13 Partitions 1800 x 1800mm high.
No.
3
14
Partitions 1900 x 1800mm high.
No.
1
15
Full stile 215 x 1850mm high.
No.
7
16 End stile 145 x 1850mm high.
No.
2
17 Wall stile 115 x 1850mm high.
No.
9
18 Special wall stile 1200 x 1850mm high.
No.
19 Special wall stile 955 x 1850mm high.
No.
Special wall stile 490 x 1850mm high.
No.
1
No.
14
Amount
Rate
TOILET PARTITIONS ETC
"VITRAFLEX" toilet gartitioning with 20mm thick
vitreous enameled steel sheet faced garticle board
bonded ganels and natural anodized aluminium
edging and tog rails including fixing comgonents
and standard ironmonger'l comgrising indicator
bolts, coat hooks and door slogs, toilet roll holders
(em) and rubber buffers set ug comglete in gosition
strictl'l in accordance with the manufacturers
sgecifications or similar aggroved:
(
11
(
20
21 Door 750 x 1800mm high.
22
Double stainless steel telescopic stile anchors.
No.
9
23
Single stainless steel telescopic stile anchors.
No.
12
Carried to Collection
Section No. 8
Bill No.5
Ceilings Partitions And Access Flooring
8-15
R
(
UNISA PHASE 3
(
Unit
Quantity
No.
16
Amount
Rate
'Gyproc' 88mm thick rhinowall standard
soundblock ultrasteel stud drywall with RW 4908
sound rating, consisting of studs and track system
with 34 x 58mm drywall ultrasteel studs at 600mm
centres frictions fitted into 2No.34 x 58mm heads
tracks and 2No. 25 x 58mm floor tracks and clads
both sides with 15mm thick firestop Rhinoboard
fixed at 220mm centres using 25mm streaker
drywall screws with all external angles to have
drywall cornerbeads attached and all joints to be
covered with rhinotape and finished with two layers
of rhinoqlide applied and slightly sanded down.
leaving wall surface prepared for tiling. all in
accordance with manufacturers instructions and
recommendation ( hour fire rated) or similar
approved:
24 L-shaped partitioning size 900mm long x 300mm wide x
1400mm high (to conceal cisterns).
(
Carried to Collection
Section No. 8
Bill No.5
Ceilings Partitions And Access Flooring
8-16
R
(
UNISA PHASE 3
Amount
SECTION NO. 8
Toilets
BILL NO.5
CEILINGS PARTITIONS AND ACCESS FLOORING
COLLECTION
Page No
Brought Forward from Page
8-13
8-14
8-15
(
8-16
(
Carried To Section Summary
Section No. 8
Bill No.5
Ceilings Partitions And Access Flooring
8-17
R
(
UNISA PHASE 3
Unit
Quantity
Amount
Rate
SECTION NO. 8
Toilets
BILL NO.6
METALWORK
The Tenderer is referred to the relevant Clauses in the
separate document Model Preambles for Trades (2008
Edition) and to the Supplementary Preambles which are
incorporated at the front of these Bills of Quantities.
SUPPLEMENTARY PREAMBLES
Aluminium doors. windows. etc:
(
Aluminium section shall be fabricated from 6063 or
6061 alloy in temper T5 or T6 in accordance with latest
BS EN 755. All structural wind load calculations to be
factored on 1.0kn/m2 aluminium profiles to conform to
'Mazor regal' standards or similar approved.
Aluminium section shall be fabricated from 6063 or
6061 alloy in temper T5 or T6 in accordance with latest
BS EN 755.
Safety glazing in accordance with SABS 0400 part N,
and to conform to SANS 10137, SANS 10400 & SANS
1263. AAAMSA glass and glazing certificate required as
confirmation of installation in accordance with SANS
10137.
Epoxy powder coating in strict accordance with SABS
1796, applied strictly accordance with SANS 1578, by
approved applicators. 15(min) year guarantee. Colour
matt dark umber grey (ANP3057).
(
Aluminium-framed single glazed window. Glass support
fins to window panes to specialist specification( if
necessary).
One fixed and one sliding panel with specifications to
match above.
Band of opaque 'stick-on' film from 3m as indicated.
All Aluminium- doors, shopfront doors, sliding doors, to
be fitted completely with hinges, ironmongery, as per
MS/a architects door schedule.
1 MS/a Achitects drawing No.1205_TD_503
(08.03.2013)
Carried to Collection
Section No. 8
Bill No.6
Metalwork
8-18
R
(
UNISA PHASE 3
Unit
Quantity
Amount
Rate
2 MS/a Achitects drawing No.1205_TD_504
(08.03.2013)
3 MS/a Achitects drawing No.1205_TD_505
(11.03.2013)
ALUMINIUM WINDOWS.
Egoxl£ gowder coated aluminium windows with
safetl£ glass including ogegue film and glugged to
brickwork or concrete:
1
(
2
3
Window type W02 size 5675 x 650mm high (as per
MS/adrawing No.1205_TD_505).
No.
Window type W06 size 450 x 600mm high ( as per
MS/a drawing No.1205_TD_505).
No.
Window type W03 size 2850 x 650mm high (as per
MS/a drawing No.1205_TD_505).
No.
1
ALUMINIUM DOORS.
Egoxl£ [lowder coated aluminium doors with safetl£
glass and glugged to brickwork or concrete:
4
5
Door type D07 overall size 1500 x 2750mm high all
completed with (1No.) fixed panel overall size 450 x
2750mm high and (1No.) single door leaf overall size
950 x 2750mm high.Door fitted with safety glass (as per
MS/adrawing No.1205_TD_503 ).
No.
3
Door type D09 overall size 900 x 2750mm high all
completed with safety glass (as per MS/a drawing
No.1205_TD_503 ).
No.
6
Door type D10 overall size 1100 x 2750mm high all
completed with safety glass (as per MS/a drawing
No.1205_TD_503 ).
No.
3
Door type D06 overall size 4150 x 2750mm high all
completed with (2No.) sliding door panel and (1No.)
fixed panei.Shopfront fitted with safety glazing ( as per
MS/a drawing No.1205_TD_503 ).
No.
1
(
6
7
Carried to Collection
Section No. 8
Bill No.6
Metalwork
8-19
R
UNISA PHASE 3
Amount
SECTION NO. 8
Toilets
BILL NO.6
METALWORK
COLLECTION
Page No
Brought Forward from Page
8-18
8-19
(
(
Carried To Section Summary
Section No. 8
Bill No.6
Metalwork
8-20
R
(
UNISA PHASE 3
Unit
Quantity
Amount
Rate
SECTION NO. 8
Toilets
BILL NO.7
PLASTERING
The Tenderer is referred to the relevant Clauses in the
separate document Model Preambles lor Trades (2008
Edition) and to the Supplementary Preambles which are
incorporated at the front of these Bills of Quantities.
SPECIFICATIONS
Existing floors:
(
Repair existing screeds where necessary. Floor slab to
be minimum of 75mm thick and engineer's
specifications. Damp proof membrane to be provide
beneath floor slab (250 micron).
New masonary walls:
Cement plaster one-coat : 5:1 sand I cement one-coat
plaster application, wood floated and smooth steeltrowelled finish, free of any blemishes: form neat
straight TV-joints between end of wall and concrete
column junctions, with joint trowel-cut through lor lull
depth of plaster and skim.
SCREEDS
Making good existing floors:
89
Screeds
INTERNAL PLASTER
(
Cement plaster on brickwork:
2
433
On walls.
Carried To Section Summary
Section No. 8
Bill No.7
Plastering
8·21
R
(
UNISA PHASE 3
Unit
Quantity
Amount
Rate
SECTION NO. 8
Toilets
BILL N0.8
TILING
The Tenderer is referred to the relevant Clauses in the
separate document Model Preambles lor Trades (2008
Edition) and to the Supplementary Preambles which are
incorporated at the front of these Bills of Quantities.
SUPPLEMENTARY PREAMBLES
Descriptions:
(
Unless described as fixed with adhesive to plaster
(plaster elsewhere), descriptions of tiling on brick or
concrete walls, columns, etc., shall be deemed to
include i :4 cement plaster backing and descriptions of
tiling on concrete floors etc. shall be deemed to include
1:3 plaster bedding.
Additional note:
i Msa Architects drawing No.i205_WD_100
(20i2.i 1.26)
2 Msa Architects drawing No.i 205_WD_600
(2013.03.01)
3 Msa Architects drawing No.1205_WD_60i
(2012.1i .26)
4 Msa Architects drawing No.i205_WD_602
(20i2.i 1.26)
(
5 Msa Architects drawing No.i205_WD_603
(20i2.11.26)
6 MsaArchitects drawing No.i205_WD_604
(2012.i i .26)
7 Msa Architects drawing No.1205_WD_605
(20i2.11.26)
8 Msa Architects drawing No.i205_WD_606
(2012.1i .26)
Carried to Collection
Section No. 8
Bill No.8
Tiling
8-22
R
UNISA PHASE 3
Unit
Carried to Collection
Section No. 8
Bill No.8
Tiling
8-23
Quantity
Rate
Amount
R
(
UNISA PHASE 3
Unit
Quantity
Amount
Rate
TSC 528 Mid grey honed skirting tile fixed stack
bond or similar approved:
m
124
8 ASE 100 Straight edge trim fixed to tile edges.
m
78
9 ACS300 capping strip with ACB 140 capping base strip
(between existing floor and new tiles).
m
6
10 AMJ100 Movement joint.
m
10
11 ALI100 Tile listelo fixed above skirtings (eslewhere).
m
124
7
150 x 600mm Tile skirtings.
ALUMINIUM STRAIGHT EDGE TRIM
Aluminium trim fixed to tiles or similar approved:
(
I
\
Carried to Collection
Section No. 8
Bill No.8
Tiling
8-24
R
(
UNISA PHASE 3
Amount
SECTION NO. 8
Toilets
BILL NO.8
TILING
COLLECTION
Page No
Brought Forward from Page
8-22
8-23
8-24
(
(
Carried To Section Summary
Section No. 8
Bill No.8
Tiling
8-25
R
(
UNISA PHASE 3
Unit
Quantity
Amount
Rate
SECTION NO. 8
Toilets
BILL NO.9
PLUMBING AND DRAINAGE (PROVISIONAL)
The Tenderer is referred to the relevant Clauses in the
separate document Model Preambles for Trades (2008
Edition) and to the Supplementary Preambles which are
incorporated at the front of these Bills of Quantities.
SUPPLEMENTARY PREAMBLES
uPVC pressure pipes and fittings:
(
Pipes for water supply shall be of the class stated.
Pipes of 40mm diameter and smaller shall be plain
ended with solvent welded uPVC loose sockets and
fittings.
Pipes of 50mm diameter and greater shall have sockets
and spigots with push-in type integral rubber ring joints.
Bends shall be uPVC and all other fittings shall be cast
iron, all with similar push-in type joints.
Fixing of pipes
Unless specifically otherwise stated, descriptions of
pipes shall be deemed to include for fixing to walls etc.
casting in, building in or suspending not exceeding i m
below suspension level
Reducing fittings:
(
Where fittings have reducing ends or branches they are
described as 'reducing'. In the case of pipes with
diameters not exceeding 60mm only the largest end or
branch size is given. Should the Contractor wish to use
other fittings and bushes or reducers he may do so on
the understanding that no claim in this regard will be
entertained. In the case of pipes with diameters
exceeding 60mm all sizes are given and no claim for
extra bushes, reducers, etc will be entertained.
Wire gratings:
Descriptions of gutter outlets etc shall be deemed to
include wire balloon gratings.
Carried to Collection
Section No. 8
Bill No.9
Plumbing And Drainage (provisional)
8-26
R
(
UNISA PHASE 3
Unit
Quantity
Amount
Rate
Excavations:
No claim for rock excavation will be entertained unless
the Contractor has timeously notified the quantity
surveyor thereof prior to backfilling.
'Soft rock' and 'hard rock' shall be as defined in
'Earthworks'.
Laying, backfilling, bedding, etc of pipes:
Pipes shall be laid and bedded and trenches shall be
carefully backfilled in accordance with manufacturers'
instructions.
(
Where no manufacturers' instructions exist pipes shall
be laid in accordance with clauses 5.1 and 5.2 of each
of the following: SABS 1200 L : Medium pressure
pipelines LD : Sewers LE : Stormwater drainage Pipe
trenches etc shall be backfilled in accordance with
clause 3, 5.5, 5.6, 5.7 and 7 of SAB.
Flush pans:
Flush pans shall have straight or side outlets and 'P' or
'S' traps as necessary.
Stainless steel basins, sinks, wash troughs, urinals,
etc:
Units shall have standard aprons on all exposed edges
and tiling keys against walls where applicable.
Waste unions:
(
Descriptions of waste unions shall be deemed to include
rubber or vulcanite plugs and chains fixed to fittings.
Copper pipes:
Pipes shall be hard drawn and half-hard pipes of the
class stated. Class 0 (thin walled hard drawn) pipes
shall not be bent. Class 1 (thin walled half-hard), class 2
(half-hard) and class 3 (heavy walled half-hard) pipes
shall only be bent with benders with inner and outer
formers. Fittings to copper waste, vent and anti-syphon
pipes, capillary solder fittings and compression fittings
shall be 'Cobra Watertech' type. Capillary solder fittings
shall comply with ISO 2016. Only compression fittings
shall be used in walls or in ground.
Carried to Collection
Section No. 8
Bill No.9
Plumbing And Drainage (provisional)
8·27
R
(
UNISA PHASE 3
Unit
Quantity
Rate
Amount
Exposed concrete surfaces:
Exposed surfaces of concrete stormwater channels,
cover slabs, inspection eye marker slabs, gulley tops,
cleaning eye tops, catchpits, inspection chambers, etc
shall be finished smooth with plaster.
Additional notes:
Minimum diameter of the drain line to be 100mm. Head
of drain ;line and branch line exceeding 600mm to be
vented.
A minimum of 1 open gulley must be provided to each
drainage installation. Drainage beneath buildings or with
a cover of less than 300mm must be adequately
protected.
(
Drainage fixtures to be anti-siphoned or deep seal traps
provided. Heavy duty inspection chamber covers to the
provided for drainage that is situated within driveways
and loading areas. Maximum length of drain lines not to
exceed 25m without the provision of an inspection
chamber or rodding eye.
Gulley Is within enclosed areas to be sealed and
ventilated to the external air.
New drainage to connect to existing sewer system, as
indicated on plan. All work to be carried out in
accordance with local authority requirements and SABS
0400 Part P.
SANITARY FITTINGS
'Franke (!/a Citimetall' or equal approved grade 304
(18/10) stainless steel drip sinks:
(
2
'Franke (!Ia Citimetal) model DSG' drip sink size 535 x
454mm with 1OOmm high splashback, perforation for
40mm waste, hinged bucket grid and pair of 25 x 25mm
stainless steel tube brackets, each twice bolted to wall
with M8 expansion bolts.
No.
Shower base size 900 x 900mm
No.
3
'Vaal Sanitaryware' or equal approved:
3
'Emerald' basin [code 703200], 415x500, with Tiara
concealed wall bracket [code 8111ZO] and 2 No 10mm
fixation bolts [code 8448ZO].
Carried to Collection
Section No. 8
Bill No.9
Plumbing And Drainage (provisional)
8-28
No.
15
R
11---+-
(
UNISA PHASE 3
Unit
4
5
6
7
(
8
9
Quantity
'Amber' wall hung basin [code 7003], 510 x 440mm, with
Tiara concealed wall bracket and 2 No 1Omm fixation
bolts [code 8448ZO].
No.
'Amber' wall hung basin [code 7003], 510 x 440mm, with
2 No 1Omm fixation bolts [code 8448ZO].
No.
2
'Orchid' white vitreous china back inlet wall hung WC
pan (product code 439016) and Vaal Jazz seat (product
code 8531ZOOO), bolt through wall bracket (product
code 8084ZO) (paraplegic toilet·flush valve elsewhere).
No.
2
'Orchid' white vitreous china back inlet wall hung WC
pan (product code 439016) and Vaal Jazz seat (product
code 8531ZOOO), bolt through wall bracket (product
code 8084ZO) and Mara stainless steel actuator plate
product code (8826ZOOO).
No.
11
'Orchid' white vitreous china back inlet wall hung WC
pan (product code 439016) and Vaal Jazz seat (product
code 8531ZOOO), bolt through wall bracket (product
code 8084ZO).
No.
3
'Fiatback' wall hung bowl urinal with top inlet (code
705300) including 38mm chromium-plated domical
grating and two hanger brackets, C-362-1 chromiumplated tailpipe, c362/2 chromium plated capnut and C·
362/3 chromium-plated flange.
No.
9
Rate
Amount
'Franke' or egual a ;mroved stainless steel
accessories:
(
10
'Franke' 32mm stainless steel side grab rail code DL2
No.
2
11
'Franke' 32mm stainless steel rear grab rail code SR2
No.
2
32mm Chrome plated slotted basin waste union (code
302-32).
No.
24
40mm Code 316 chrome plated unslotted sink waste
union with plug and chain.
No.
3
WASTE UNIONS ETC
'Cobra Watertech' or egual aJ2)2roved waste unions
etc:
12
13
Carried to Collection
Section No. 8
Bill No.9
Plumbing And Drainage (provisional)
8-29
R
(
UNISA PHASE 3
Unit
Quantity
Amount
Rate
TRAPS ETC
'Cobra Watertech' or egual a roved tras etc:
14
15
50mm Rough brass medium seal shower 'P' trap with Fl
outlet and cleaning eye (code VA2.342).
No.
21
40mm Diameter x 200mm long chrome plated tailpipe
for bottle trap sinks (code C-362/1).
No.
3
i5mm Code 832/350F chrome plated angle regulating
valve with 350mm long flexible service connection.
No.
20
Cobra Star underlie stop taps [code i 38-i 5] -pair with
350mm long flexible service connection.
No.
Cobra metering pillar tap code KM2.i 00 with 350mm
long flexible service connection.
No.
TAPS, VALVES, ETC
'Cobra Watertech' or egual a roved light altern
angle regulating valves:
(
i6
17
18
i9 Cobra elbow action pillar tap [code 505-21B] -cold only.
No.
2
No.
12
No.
3
'Cobra Watertech' or egual a roved crutch handle
and Iockshield sto cocks:
Cobra Electron ta s:
20
Cobra Electron electronic mixer with motion sensor
[code EL-3000] pillar tap.
'Cobra Watertech or egual a roved mixers:
(
2i
i 5mm Chrome plated code 166/04i 'Star' wall-type sink
mixer with overarm swivel outlet.
'Cobra Watertech' or egual a roved shower roses
and accessories:
22
i 5mm Chrome plated 'Vandalmaster' vandal-resistant
showerhead with self-cleaning nozzle (code KP2.6).
Carried to Collection
Section No. 8
Bill No.9
Plumbing And Drainage (provisional)
8-30
No.
R
(
UNISA PHASE 3
Unit
Quantity
Rate
Amount
'Cobra Watertech' or egual aQQroved toilet and
urinal flushvalves:
23
24
32mm Chrome plated toilet flushmaster (non hold open)
with integral shut-off valve and chrome plated rear entry
flush pipe with pan connector (code FM1.100) and code
C-FM8.80 extended lever for disabled use
No.
9
Sensor activated exposed urinal flush valve, [code EL3004]
No.
8
SANITARY PLUMBING
uPVC QiQeS or similar aQQroved:
(
25
40mm Pipes.
m
57
26
11Omm Pipes vertically or ramped to cleaning eyes etc.
m
16
27
11Omm Pipes laid in and including trenches not
exceeding 1m deep.
m
25
Extra over uPVC QiQes for fittings or similar
aQQroved:
28
40mm Bend.
No.
26
29
40mm Tee.
No.
13
30
50 x 40mm Reducing junction.
No.
13
31
11Omm Bends.
No.
8
32
11Omm End cap.
No.
8
33
11Omm Pan connector.
No.
8
34
11Omm Access bend.
No.
8
No.
3
(
uPVC gulleys:
35
11Omm 'P' trap gulley including 190mm diameter head
and grate not exceeding 500mm deep encased in mass
concrete (15Mpa/20mm) with 75mm kerb all round,
dished down to grating and finished on exposed face
with all angles rounded including all excavations and
formwork.
Carried to Collection
Section No. 8
Bill No.9
Plumbing And Drainage (provisional)
8-31
R
(
UNISA PHASE 3
Unit
Quantity
Amount
Rate
Sundries:
36
Item
Testing waste pipe system.
WATER SUPPLIES
High densitblack [!OI eth lene (HOPE) [!i[!es with
and including comuression fittings or similar
auuroved:
37
50mm Pipes.
m
5
38
25mm Pipes.
m
15
Extra over HOPE [!i[!es for [!OI [!rO[! Iene
comuression fittings or similar auuroved:
(
39
50mm Bends
No.
10
40
25mm Bends
No.
12
Class ICO[![!er [!i[!es or similar auuroved:
41
15mm Pipes.
m
150
42
22mm Pipes.
m
104
Extra over class I CO[![!er [!i[!es for cauillafittings
or similar a[![!roved:
(
43
15mm Bends.
No.
26
44
15mm Tees.
No.
13
45
22 x 15mm Reducing tees.
No.
13
46
22mm Bends.
No.
16
47
22mm Tees.
No.
8
Sundries:
48
Item
Testing water supply pipe system.
Carried to Collection
Section No. 8
Bill No.9
Plumbing And Drainage (provisional)
8-32
R
(
UNISA PHASE 3
Unit
Quantity
Amount
Rate
ELECTRIC WATER HEATERS
'Stiebei-Eitron' or similar approved:
49
50
6kW Hydraulic-controlled high pressure instant shower
water heater 200mm long x 104mm wide x 360mm high
(code DHC6-2- shower arm, rose , taps elsewhere).
No.
1
Toilet roller holder.
No.
17
No.
10
'XIerator'or similar approved:
51
Hand dryer.
(
Carried to Collection
Section No. 8
Bill No.9
Plumbing And Drainage (provisional)
8-33
R
UNISA PHASE 3
Amount
SECTION NO. 8
Toilets
BILL NO.9
PLUMBING AND DRAINAGE (PROVISIONAL)
COLLECTION
Page No
Brought Forward from Page
8-26
8-27
8-28
(
8-29
8-30
8-31
8-32
8-33
Carried To Section Summary
Section No. 8
Bill No.9
Plumbing And Drainage (provisional)
8-34
R
(
UNISA PHASE 3
Unit
Quantity
Rate
Amount
SECTION NO. 8
Toilets
BILL N0.10
GLAZING
The Tenderer is referred to the relevant Clauses in the
separate document Model Preambles for Trades (2008
Edition) and to the Supplementary Preambles which are
incorporated at the front of these Bills of Quantities.
TOPS, SHELVES, DOORS, MIRRORS, ETC.
6mm 'Smartglass Images' silvered float glass
C0[2[2er backed mirrors with [20iished edges fixed
with double sided adhesive ta[2e::
(
Mirror 1125 x 906 mm high.
No.
2
Mirror 1728 x 906 mm high.
No.
3
Mirror 916 x 906 mm high.
No.
4
Mirror 1085 x 906 mm high.
No.
5 Mirror 2109 x 906 mm high.
No.
6
Mirror 1806 x 906 mm high.
No.
7
Mirror 2409 x 906 mm high.
No.
8
Mirror 1069 x 906 mm high.
No.
3
(
Carried To Section Summary
Section No. 8
Bill No. 10
Glazing
8-35
R
(
UNISA PHASE 3
Unit
Quantity
Rate
Amount
SECTION NO. B
Toilets
BILL NO. 11
PAINTWORK
The Tenderer is referred to the relevant Clauses in the
separate document Model Preambles for Trades (2008
Edition) and to the Supplementary Preambles which are
incorporated at the front of these Bills of Quantities.
SUPPLEMENTARY PREAMBLES
General notes:
(
All paints, etc are to be supplied by an approved by an
manufacturer and applied in accordance with
manufacturer's instructions. All paints, varnishes etc are
to be brought onto site in original unopened containers
and thinning or rnixing may only be done in accordance
with the manufacturer's instructions. Ensure that all
surfaces to be painted are dry, free of dust, dirt, grease
and oil before painting. The moisture content in
bathrooms and kitchens is to be measured and
approved by Plascon prior to painting.
All internal window reveals, except sills, are to have a
firm plastered corner unless otherwise specified.
MS/a Architects drawing No1205_TD_506
ON FLOATED PLASTER
(
Apply one coat plaster primer (Piascon PP700l.
Make good cracks and defects with interior polyfilla.
well smoothed off white still wet. Spot prime areas
that have received polyfilla with plaster primer.
Apply two finishing coats (Piascon Double Velvet)
all in accordance to manufacturer's instruction Cas
per paint type P1lor similar approved:
150
On interior walls.
Carried to Collection
Section No. 8
Bill No. 11
Paintwork
8-36
R
UNISA PHASE 3
Unit
Quantity
rn2
89
m2
19
m2
15
m2
6
m
124
Amount
Rate
ON PLASTERBOARD
Atmly one coat [!laster [!rimer {Piascon PP700).
Make good cracks and defects with interior [!Oiyfilla,
well smoothed off white still wet. S[!ot [!rime areas
that have received [!Oiyfilla with [!laster [!rimer.
A[![!ly two finishing coats {Piascon Double Velvet)
all in accordance to manufacturer's instruction {as
[!er [!aint ty[!e P1) or similar a[![!roved:
2 On ceilings,bulkheads and cornices.
ON METAL
Ex[!osed surfaces of galvanized mild steelwork
shall be degreased with galvanized iron cleaner
until a water break free surfaces has been achieved,
washed and dried and within 4 hours [!rimed with'
Plascon GW85 [!rimer'. A[![!IY Plascon lnterthane
990 recoatable [!Oiyurethane. All in accordance with
manufacturer' instructions- 50 micron dry film
thickness {as 12er [!aint ty[!e P4) or similar a[![!roved:
/
\
3
On windows.
ON WOOD, WOOD BOARD
Primed to manufacturer's S[!ecifications, one
universal undercoat and two a[![!roved coats high
gloss enamel [!aint{ Colour to later S[!ec) or similar
a[![!roved:
4 On doors.
(
5
On door frames.
6 On skirtings.
Carried to Collection
Section No. 8
Bill No. 11
Paintwork
8-37
R
(
UNISA PHASE 3
Amount
SECTION NO. 8
Toilets
BILL N0.11
PAINTWORK
COLLECTION
Page No
Brought Forward from Page
8-36
8-37
(
Carried To Section Summary
Section No. 8
Bill No. 11
Paintwork
8-38
R
UNISA PHASE 3
Amount
SECTION NO. 8
Toilets
BILL N0.12
PROVISIONAL SUMS
The Tenderer is referred to the relevant Clauses in the separate document
Model Preambles for Trades (2008 Edition) and to the Supplementary
Preambles which are incorporated at the front of these Bills of Quantities.
BUDGETARY ALLOWANCES
The following budgetaty allowances are for the work to be executed b]l
the contractor:
t
1
2
3
4
5
{
Provide the amount of R15,000.00 (Fifteen thousand Rands) for the supply
and installation of the lronmongery, namely hinges, locksets & handles.
Item
15 000 00
Provide the amount of R15,000.00 (Fifteen thousand Rands) for the supply
and installation of the signage.
Item
15 000 00
Provide the amount of R15 000.00 ( Fifteen thousand rands) for the
relocation of pipework at the (worker's female We, worker's shower,
worker's male We, worker's security We) toilets to accommodate new fittings
at new position, including builders work, connections, testing,repair of walls,
etc (as perMS/a Architects drawing No.1205_TD_101).
Item
15 000 00
Provide the amount of R15 000.00 (Fifteen thousand rands) for the
relocation of pipework at the ( student male We, student disabled We,
student female We) toilets to accommodate new fittings at new position,
including builders work, connections, testing,repair of walls, etc (as per
MS/a Architects No. 1205_TD_102).
Item
15 000 00
Provide the amount of R10 000.00 (Ten thousand rands) for fixing the damp
problems in some walls.
Item
10 000 00
Provide the amount of R10 000.00 (Ten thousand rands) for fixing and
making good the polycarb sheeting.
Item
10 000 00
Provide the amount of R7 000.00 (Seven thousand rands) for fixing and
painting walls.
Item
7 000 00
Provide the amount of R1 000.00 (One thousand rands) for fixing ladder to
comply with the National Building Regulations.
Item
1 000 00
Provide the amount of R8 000.00 (Eight thousand rands) for fixing paving.
Item
8000 00
\
6
7
8
9
Carried To Section Summary
Section No. 8
Bill No. 12
Provisional Sums
8·39
R
(
UNISA PHASE 3
Amount
SECTION NO. 8
Toilets
SECTION SUMMARY
Page
Bill
No.
(
8-9
2
MASONRY
3
WATERPROOFING
8-10
4
CARPENTRY AND JOINERY
8-12
5
CEILINGS PARTITIONS AND ACCESS FLOORING
8-17
6
METALWORK
8-20
7
PLASTERING
8-21
8
TILING
8-25
9
PLUMBING AND DRAINAGE (PROVISIONAL)
8-34
10
GLAZING
8-35
11
PAINTWORK
8-38
12
PROVISIONAL SUMS
8-39
4
CARPENTRY AND JOINERY
8-11
8-5
ALTERATIONS
(
Carried to Final Summary
Section No. 8
SECTION SUMMARY
8-40
R
11----+-
(
UNISA PHASE 3
(
SECTION NO. 9
Partial upgrade
(
9-1
(
UNISA PHASE 3
Unit
Quantity
Amount
Rate
SECTION NO.9
Partial upgrade
BILL N0.1
ALTERATIONS
REMOVAL OF EXISTING WORK
Take down and remove ceilings and set aside for
reuse including storing safe! :
Acoustic tile suspended ceilings.
m2
2 340
m2
2 340
Re-install ceilings ( Prevoius set aside):
(
2
Acoustic tile suspended ceilings.
ADJUSTMENT AND ALTERATION OF EXISTING
WORK
Recti!work to comply with the National Building
Regulations including making good to finishes and
adjacent surfaces:
3
No.
Ladder in staff court yard.
Carried To Section Summary
Section No. 9
Bill No.1
Alterations
9-2
R
(
UNISA PHASE 3
Unit
Quantity
Amount
Rate
SECTION NO. 9
Partial upgrade
BILL N0.2
PAINTWORK
The Tenderer is referred to the relevant Clauses in the
separate document Model Preambles for Trades (2008
Edition) and to the Supplementary Preambles which are
incorporated at the front of these Bills of Quantities.
SUPPLEMENTARY PREAMBLES
General notes:
(
All paints, etc are to be supplied by an approved by an
manufacturer and applied in accordance with
manufacturer's instructions. All paints, varnishes etc are
to be brought onto site in original unopened containers
and thinning or mixing may only be done in accordance
with the manufacturer's instructions. Ensure that all
surfaces to be painted are dry, free of dust, dirt, grease
and oil before painting. The moisture content in
bathrooms and kitchens is to be measured and
approved by Plascon prior to painting.
All internal window reveals, except sills, are to have a
firm plastered corner unless otherwise specified.
MS/a Architects drawing No1205_TD_506
ON PLASTER BOARD
(
Apply one coat plaster primer !Piascon PP700l.
Make good cracks and defects with interior polyfilla,
well smoothed off white still wet. Spot prime areas
that have received polyfilla with plaster primer.
Apply two finishing coats (Piascon Double Velvet!
all in accordance to manufacturer's instruction las
per paint type P1l or similar approved:
2 340
Accoustic ceilings
Carried To Section Summary
Section No. 9
Bill No.2
Paintwork
9·3
R
11----+-
(
UNISA PHASE 3
Amount
SECTION NO. 9
Partial upgrade
BILL N0.3
PROVISIONAL SUMS
BUDGETARY ALLOWANCES
The following budgetary allowances are for work to be executed by the
contractor:
(
2
3
Provide the amount of R 50 000.00 (Fifty Thousand Rand) lor Installation of
barriers and protection lor the alteration works.
Item
50 000 00
Provide the amount of R 25 000.00 (Twenty Five Thousand Rand) lor
Installation paving at the night entrance to the study rooms around the court
yard
Item
25 000 00
Provide the amount of R 5 000.00 ( Five Thousand Rand) lor bricking up
the holes on the west wall where air conditioning units will be removed
including making good to finishes.
Item
5 000 00
(
Carried To Section Summary
Section No. 9
Bill No.3
Provisional Sums
9-4
R
11----+-
(
UNISA PHASE 3
Amount
SECTION NO. 9
Partial upgrade
SECTION SUMMARY
Page
Bill
No.
ALTERATIONS
9-2
2
PAINTWORK
9-3
3
PROVISIONAL SUMS
9-4
(
(
Carried to Final Summary
Section No. 9
SECTION SUMMARY
9-5
R
(
UNISA PHASE 3
(
SECTION N0.10
Additional areas-shop & kitchen
(
10-1
(
UNISA PHASE 3
Unit
Quantity
Amount
Rate
SECTION N0.10
Additional areas-sho[! & kitchen
BILL N0.1
ALTERATIONS
The Tenderer is referred to the relevant Clauses in the
separate document Model Preambles for Trades (2008
Edition) and to the Supplementary Preambles which are
incorporated at the front of these Bills of Quantities.
TEMPORARY BARRIERS. SCREENS. ETC.
Temuorary: barriers, screens, etc., including
removal:
(
Dust screen 1OOOmm high between concrete floor and
ceiling formed of suitable timber framing with micron
polyethylene sheeting stapled on including corners,
ends, etc.
m
2
m'
8
REMOVAL OF EXISTING WORK
Break down and remove brickwork etc:
2
One brick wall.
Take out and remove doors, windows, etc including
thresholds, sills, etc (building U[! oeenings
elsewhere):
3
Timber single door and frame 832 x 2032mm high
overall from onebrick wall.
No.
Take out and remove joinery: fittings etc, setting
aside for re-use and later refixing in new [!Osition:
(
4 Timber wall cupboard 2100 x 700 X 1OOOmm high.
No.
2
No.
1
Take out and remove [!i[!ing, sanitary: fittings, etc
including disconnecting [!i[!ing from fittings and
making good floor and wall finishes (making good
tiling and uaintwork elsewhere):
5
Stainless steel sink and drainer including timber
cupboard 2000 x 800 1OOOmm high.
Carried to Collection
Section No. 10
Bill No.1
Alterations
10-2
R