SECTION NO. 1 1 PRELIMINARIES - NDA

Construction of Early Childhood Development Centre

Mpumalanga Province

-1-

Item

No

1

SECTION NO. 1

BILL NO. 1

PRELIMINARIES BUILDING AGREEMENT AND PRELIMINARIES

Preliminaries and General

F:............................. V:.........................T:............................

Carried to Final Summary

Section No. 1


Bill No. 1


Quantity

Item

Rate

R

Amount


Mpumalanga Province

-2-

Item

No

1

2

3

4

SECTION NO. 2

BILL NO. 1

EARTHWORKS (PROVISIONAL) NOTE :

Unless otherwise stated herein, all items in this bill shall be

deemed to fall into Work Group No. 104 for CPAP formula

purposes SUPPLEMENTARY PREAMBLES

Nature of ground

The nature of the ground is assumed to be loose sandy

material, therefore "earth", but possibly interspersed with "hard

rock" or "soft rock"

Carting away of excavated material

Descriptions of carting away of excavated material shall be

deemed to include loading excavated material onto trucks

directly from the excavations or, alternatively, from stock piles

situated on the building site EXCAVATION, FILLING, ETC

Excavation in earth not exceeding 2m deep

Trenches m3

Extra over trench and hole excavations in earth for

excavation in

Soft rock m3

Hard rock m3

Extra over all excavations for carting away

Surplus material from excavations and/or stock piles on site to

a dumping site to be located by the contractor m3

Carried Forward

Section No. 2

ECD Building

Bill No. 1

Earthworks (Provisional)

Quantity

94

9

5

49

Rate

R

Amount


Mpumalanga Province

-3-

5

6

7

8

9

10

11

12

Brought Forward

Risk of collapse of excavations

Sides of trench and hole excavations not exceeding 1,5m deep

m2

Keeping excavations free of water

Keeping excavations free of all water other than subterranean

water

Earth filling obtained from the excavations and/or

prescribed stock piles on site compacted to 93% Mod

AASHTO density

Backfilling to trenches, holes, etc m3

Under floors, steps, pavings, etc m3

G5 filling supplied by the contractor compacted to 93%

Mod AASHTO density


Coarse river sand filling supplied by the contractor

Sandbed m3

Compaction of surfaces

Compaction of ground surface under floors etc including

scarifying for a depth of 100mm, breaking down oversize

material, adding suitable material where necessary and

compacting to 93% Mod AASHTO density m2 SOIL POISONING

Soil insectiside

Under floors etc including forming and poisoning shallow

furrows against foundation walls etc, filling in furrows and

ramming m2

Carried Forward

Section No. 2

ECD Building

Bill No. 1


338

Item

46

81

40

13

270

270

R

R


Mpumalanga Province

-4-

13

14

15

16

17

18

19

20

21

Brought Forward

To bottoms and sides of trenches m2

UNREINFORCED CONCRETE CAST AGAINST EXCAVATED SURFACES

15MPa/19mm concrete

Blindings m3

REINFORCED CONCRETE CAST AGAINST EXCAVATED SURFACES

25MPa/19mm concrete

Strip footings m3

Mild steel reinforcement to structural concrete work

8mm Diameter bars t

High tensile steel reinforcement to structural concrete

work:

10mm Diameter bars t

BRICKWORK NFX clay face bricks pointed with flush horizontal and

vertical joints

Half brick walls m2

One brick walls m2

Brickwork reinforcement

75mm Wide reinforcement built in horizontally m


MOVEMENT JOINTS, ETC

Carried Forward

Section No. 2

ECD Building

Bill No. 1


433

5

27

2,03

2,03

54

68

635

800

R

R


Mpumalanga Province

-5-

22

Brought Forward

Expansion joints with softboard between vertical

concrete surfaces and brickwork

12mm Joints not exceeding 300mm high m

Carried Forward to Summary of Section No. 2

Section No. 2

ECD Building

Bill No. 1


400

R

R


Mpumalanga Province

-6-

Item

No

SECTION NO. 2

BILL NO. 2 CONCRETE, FORMWORK AND REINFORCEMENT

NOTE :




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 Principal Agent. The testing shall be undertaken

by an independent firm or institution nominated by the

contractor to the approval of the Principal Agent. (Test cubes

are measured separately)

Formwork

Description 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

The vertical strutting shall be carried down to such construction

as is sufficiently strong to afford the required support without

damage and shall remain in position until the newly

constructed work is able to support itself.

Formworks to soffits of solid etc shall be deemed to be slabs

not exceeding 250mm thick unless otherwise described

Carried Forward

Section No. 2

ECD Building

Bill No. 2

Concrete, Formwork and Reinforcement

Quantity Rate

R

Amount


Mpumalanga Province

-7-

1

2

3

4

5

Brought Forward

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

15MPa/19mm concrete

Aprons cast in panels m3

REINFORCED CONCRETE

25MPa/19mm concrete

Surface beds on waterproofing m3

CONCRETE SUNDRIES

Finishing top surface of concrete smooth with a wood

float.

Surface beds, slabs, etc. m2

(CPAP FORMULA WORK GROUP NO. 114)

Fabric reinforcement

Type 193 fabric reinforcement in concrete surface beds, slabs,

etc. m2 MOVEMENT JOINTS ETC

Expansion joints with Bitumen impregnated softboard

between vertical concrete and brick surfaces


Carried Forward

Section No. 2

ECD Building

Bill No. 2


8

27

270

270

254

R

R


Mpumalanga Province

-8-

6

Brought Forward

TEST BLOCKS

Making and testing 150 x 150 x 150mm concrete strength test

cube (Provisional) No


Section No. 2

ECD Building

Bill No. 2


9

R

R


Mpumalanga Province

-9-

Item

No

1

2

3

SECTION NO. 2

BILL NO. 3

MASONRY NOTE :




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

Face bricks

Bricks shall be ordered timeously to obtain uniformity in size

and colour

Pointing

Descriptions of recessed pointing to fair face brickwork and

face brickwork shall be deemed to include square recessed,

hollow recessed, weathered pointing, etc. SUPERSTRUCTURE

Brickwork of NFP bricks in class II mortar

115mm Half brick walls m2

115mm Half brick walls in beamfilling m2

230mm One brick walls m2

Carried Forward

Section No. 2

ECD Building

Bill No. 3

Masonry

Quantity

301

18

288

Rate

R

Amount


Mpumalanga Province

-10-

4

5

6

7

8

9

10

11

12

Brought Forward

Corobrick "Firelight Travertine FBX" Face bricks pointed

with flush horizontal and vertical joints

Extra over for face brick work m2

Brick-on-edge header course copings, sills, etc of clay

face bricks pointed with recessed joints on all exposed

faces

Brickwork for brick-on-edge header course 150mm wide sill set

slopping m

Brickwork for brick-on-edge header copping on top of one brick

wall m BRICKWORK SUNDRIES




Prestressed fabricated lintels

110 x 75mm Lintels in lengths not exceeding 3m m

110 x 75mm Lintels in lengths exceeding 3m m

Galvanised hoop iron cramps, ties, etc

30 x 1,6mm Roof tie 1,5m long with one end fixed to timber

and other end built into brickwork No PRECAST CONCRETE WINDOW SILLS

Natural grey sills in single lengths bedded in class I

mortar including metal fixing lugs etc

150 x 15mm thick corrugated cement pressed precast window

sill m


Section No. 2

ECD Building

Bill No. 3

Masonry

244

37

9

1 251

1 129

69

31

50

37

R

R


Mpumalanga Province

-11-

Item

No

1

2

3

4

SECTION NO. 2

BILL NO. 4

WATERPROOFING NOTE :



purposes DAMP-PROOFING OF WALLS AND FLOORS

One layer of 375 micron "Consol Plastics Brikgrip DPC"

embossed damp proof course

150mm thick half brick walls m2

220mm thick in one brick walls m2

One layer of 250 micron "Consol Plastics Gunplas USB

Green" waterproof sheeting sealed at laps with "Gunplas

Pressure Sensitive Tape"

Under surface beds m2

JOINT SEALANTS, ETC

"Denbraven LM15" polysulphide sealing compound

including backing cord, bond breaker, primer, etc

10 x 10mm expansion joints in floors m


Section No. 2

ECD Building

Bill No. 4

Waterproofing

Quantity

9

22

270

254

Rate

R

Amount


Mpumalanga Province

-12-

Item

No

1

2

3

4

SECTION NO. 2

BILL NO. 5

ROOF COVERINGS ETC NOTE :



purposes PROFILED METAL SHEETING AND ACCESSORIES

KLIP-LOK 700 profile roll formed in continuous lengths,

light industrial with 'Global Coat' finish to 1 side on 38 x

76mm SAP Battens at 1200mm Centres Max on Timber

trusses:

Roof covering with pitch exceeding 25 degrees and not

exceeding but 30 degrees m2

300mm wide ridge capping m

150mm high bandage flashing with acrylic sealant m

ROOF AND WALL INSULATION

"Sisalation 410" housing grade glass fibre reinforced

aluminium foil bonded insulation

Insulation laid taut over rafters (at approximately 1 200mm

centres) and fixed concurrent with battens, purlins, etc m2


Section No. 2

ECD Building

Bill No. 5

Roof Covering

Quantity

421

26

24

294

Rate

R

Amount


Mpumalanga Province

-13-

Item

No

SECTION NO. 2

BILL NO. 6

CARPENTRY AND JOINERY NOTE :


deemed to fall into Work Group No.126 for CPAP formula


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 ROOFS, ETC

Plate nailed timber roof truss construction

Carried Forward

Section No. 2

ECD Building

Bill No. 6

Carpentry and Joinery

Quantity Rate

R

Amount


Mpumalanga Province

-14-

1

2

3

4

5

6

7

Brought Forward

Sawn softwood

38 x 114mm Wall plates m

Design, manufacture and deliver on site, plate nailed roof truss

construction to Early Childwood Development Building, size

270m² overall on plan consisting of ten pitched trusses, each

truss 12 890 x 2000mm high overall with 600mm eaves

overhang projecting both sides, including all necessary purlins,

runners, bracing and cross bracing, hip rafters, jack trusses,

etc (wall plates measured elsewhere)

. No

Take delivery, temporary store, hoist in position and erect plate

nailed timber roof trusses, purlins, gangboarding, temporary

and permanent bracing, etc (measured on slope of roof) m2

Sundries

Two coats creosote on sawn timbers m2

EAVES , VERGES , ETC

PVC Fascia boards

9 x 225mm fascia boards including galvanised steel H-profile

jointing strips m DOORS, ETC

Wrought meranti doors hung to steel frames

Door 813 x 2 032 x 44mm Hardwood "Meranti" timber door

with horizontal slates. No

Hollow core Doors

762 x 1 882 x 44mm Hollow core flush panel door with

hardwood edging. No

Carried Forward

Section No. 2

ECD Building

Bill No. 6


46

1

270

5

80

1

4

R

R


Mpumalanga Province

-15-

8

9

10

Brought Forward

Semi-solid core doors

813 x 2032 x 44mm semi-solid core flush panel door with

hardwood edging. No

813 x 2032 x 44mm semi-solid core flush panel door with

hardwood edging with louver No

NOTICE BOARDS, KEYBOARDS, DUCKBOARDS, ETC

Softboard

Pinning boards 2100mm x 1200mm high x 12mmm softboard

in 44mm x 22mm rebated meranti surround all fixed to

plastered wall No


Section No. 2

ECD Building

Bill No. 6


8

3

5

R

R


Mpumalanga Province

-16-

Item

No

1

2

3

SECTION NO. 2

BILL NO. 7 CEILINGS, PARTITIONS AND ACCESS FLOORING

NOTE :




Descriptions:


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 elsewhere CEILINGS ETC

"Aerolite" insulation

75mm Insulation closely fitted and laid on top of

brandering between roof timbers etc m2

6,4mm "Rhino" gypsum plasterboard with H-type pressed

steel jointing strips

Ceilings including 38 x 38mm sawn softwood brandering at

400mm centres m2

2Extra over ceiling for 650 x 650mm trap door of 38 x 50mm

wrought softwood rebated framing with one 38 x 50mm

sawn softwood cross brander covered with ceiling board and

fitted flush in opening No

Carried Forward

Section No. 2

ECD Building

Bill No. 7

Ceilings, Partitions and Access Flooring

Quantity

270

270

3

Rate

R

Amount


Mpumalanga Province

-17-

4

Brought Forward

"Rhino" gypsum plasterboard cornices

75mm Coved cornices m


Section No. 2

ECD Building

Bill No. 7


254

R

R


Mpumalanga Province

-18-

Item

No

1

SECTION NO. 2

BILL NO. 8

IRONMONGERY NOTE :




Finishes to ironmongery

Where applicable finishes to ironmongery are indicated by

suffixes in accordance with the following list:

BS Satin bronze lacquered

CH Chromium plated

SC Satin chromium plated

SE Silver enamelled

GE Grey enamelled

AS Anodised silver

AB Anodised bronze

AG Anodised gold

ABL Anodised black

PB Polished brass

PL Polished and lacquered

PT Epoxy coated

SD Sanded

NP Nickle plated

HINGES, BOLTS, ETC.

HINGES

"Dorma"

DBB-SS-009 102 x 75 x 3mm Stainless steel two ball bearing

butt hinge. No LOCKS

Carried Forward

Section No. 2

ECD Building

Bill No. 8

Ironmongery

Quantity

32

Rate

R

Amount


Mpumalanga Province

-19-

2

3

4

5

6

7

8

9

Brought Forward

"Union"

CZ682TL-73SC Gower lever furnature (LH) with bathroom turn

and emergency release No

2231 4R-76SS bathroom/wc lock case No

CZ682-24-61SC Gower 4-lever locksets No

HANDLES

"Dorma"

DPH213 350 x 32mm stainless steel "D" shaped straight

back-to-back pull handles. No

"Union"

CZ682T-73SC Gower bathroom lever furnature with bathroom

turn and emergency release No CATCHES, CABIN HOOKS, ETC

"Dorma"

150mm Chrome plated cabin hooks and eyes No

PUSH PLATES AND KICKING PLATES

"Dorma"

800 x 200 x 1,2mm type 304 stainless steel kick plate to

outside of door No BATHROOM FITTINGS

"Kimberley-Clark"

Kimberly-Clark Professional SQ3 lockable two toilet roll holder.

No

Carried Forward

Section No. 2

ECD Building

Bill No. 8

Ironmongery

6

6

11

2

6

1

1

6

R

R


Mpumalanga Province

-20-

10

11

12

13

14

15

16

17

Brought Forward

Kimberly-Clark Professional series I twinpak Skincare soap

dispenser colour White (code: SA921950), overall size 184 x

110 x 264mm high, installed by Kimberly Clerk installation

team. No

"Chairman Industries"

32mm Type SR1 rear grab rail plugged No

32mm Type DL2 side grab rail plugged No

SUNDRIES

"Dorma"

Union CZ8731SC door stop No

WALL-MOUNTED WASTE BIN

"Franke"

Perforated waste container - BS610 No

TOWEL DISPENSER

"Franke"

Paper towel dispenser - BS600P No

SIGNAGE

All signage to be fixed with adequate heavy duty "no nails

double sided tape to top of door

70mm high white perspex with black vinyl letters. " Classroom"

persex length to be adjusted to accommodation room

designation. FONT TYPE: Bookman Old in capital letters. No

70mm high white perspex with black vinyl letters. "Paraplegic

Classroom" persex length to be adjusted to accommodation

room designation. FONT TYPE: Bookman Old in capital

letters. No

Carried Forward

Section No. 2

ECD Building

Bill No. 8

Ironmongery

4

1

1

16

4

4

3

1

R

R


Mpumalanga Province

-21-

18

19

20

21

22

23

24

25

26

27

28

Brought Forward

70mm high white perspex with black vinyl letters. " Office "



70mm high white perspex with black vinyl letters. " Store Room "

persex length to be adjusted to accommodation room designation.

FONT TYPE: Bookman Old in capital letters. No

70mm high white perspex with black vinyl letters. " Pantry "



70mm high white perspex with black vinyl "Boys WC" persex

length to be adjusted to accommodation room designation.


70mm high white perspex with black vinyl "Girls WC" persex

length to be adjusted to accommodation room designation.


70mm high white perspex with black vinyl letters. " Sluice Room "



70mm high white perspex with black vinyl letters. " Waiting Area "



70mm high white perspex with black vinyl letters. " Motor

Activity Zone " persex length to be adjusted to accommodation

room designation. FONT TYPE: Bookman Old in capital

letters. No

70mm high white perspex with black vinyl letters. " Kitchen "



"AL5066-06ASE06" 152 x 152mm anodised aluminium plate

with fire extinguisher symbol No


with fire hose reel symbol No

Carried Forward

Section No. 2

ECD Building

Bill No. 8

Ironmongery

1

1

1

2

2

1

1

1

1

2

1

R

R


Mpumalanga Province

-22-

29

30

31

32

Brought Forward


with fire escape symbol No


with Fire Fighting Equipment No

Union AL5066-E14AS 150 x 150mm Disabled engraved

pictogram No

PINNING BOARDS, WRITING BOARDS, PROJECTION SCREENS, ETC

"Virtrex" virtreous enamelled writing boards, etc to SABS

CSK-36-1980

Green writing board 4 800 x 1 220mm high consisting of two

fixed panels each 2 400 x 1 220mm high complete with

aluminium chalk rail, etc, plugged No


Section No. 2

ECD Building

Bill No. 8

Ironmongery

10

13

1

4

R

R


Mpumalanga Province

-23-

Item

No

1

2

3

SECTION NO. 2

BILL NO. 9

METALWORK NOTE :




Descriptions

Descriptions of bolts shall be deemed to include nuts and

washers

Descriptions of expansion anchors and bolts and chemical

anchors and bolts shall be deemed to include nuts, washers

and mortices in brickwork or concrete

Metalwork described as"holed for bolt(s)" shall be deemed to

exclude the bolts unless otherwise described PRESSED STEEL DOOR FRAMES

1,2 mm Thick double rebated door frames suitable for half

brick walls

Frame for door 813 x 2 032mm high No

Frame for door 813 x 2032mm high and fixed fanlight 305mm

high No

1,2 mm double rebate door frame suitable for one brick wall


ALUMINIUM WINDOWS, DOORS, ETC

WINDOWS

Carried Forward

Section No. 2

ECD Building

Bill No. 9

Metal Work

Quantity

13

1

2

Rate

R

Amount


Mpumalanga Province

-24-

4

5

6

7

8

9

10

11

12

13

14

Brought Forward

Purpose made Bronze anodized aluminium windows

factory fitted with aluminium alloy glazing beads suitable

for harsh marine climate

2400mm wide x 1500mm high (Type B) No

1800mm wide x 1200mm high (Type C) No

2128mm wide x 600mm high (Type D) No

740mm wide x 600mm high (Type E) No

1800mm wide x 900mm high (Type F) No

600mm wide x 600mm high (Type G) No

1800mm wide x 1200mm high (Type J) No

Purpose made Bronze anodized aluminium Double door

with side lights factory fitted with aluminium alloy glazing

beads suitable for harsh marine climate

3600mm wide x 2125mm high (Type A) No

9000mm wide x 2125mm high (Type H) No

3000mm wide x 1500mm high (Type K) No

ALUMINIUM LOUVRE PANELS

louvre panels screwed into timber doors

Panel 150 x 500mm high No


Section No. 2

ECD Building

Bill No. 9

Metal Work

4

1

1

1

1

2

1

4

1

1

3

R

R


Mpumalanga Province

-25-

Item

No

1

2

3

4

SECTION NO. 2

BILL NO. 10

PLASTERING NOTE :



purposes. SCREEDS

1:4 Cement plaster screeds wood floated on concrete

25mm Thick on floors and landings m2

INTERNAL PLASTER

1 coat wood float plaster. 1 coat 2mm trowelled - on

"Pourpet" finish to concrete smooth finish for internal

purposes

On walls m2

On narrow widths m2

EXTERNAL PLASTER



purposes

On walls m2


Section No. 2

ECD Building

Bill No. 10

Plastering

Quantity

270

569

11

24

Rate

R

Amount


Mpumalanga Province

-26-

Item

No

1

2

3

4

SECTION NO. 2

BILL NO. 11

TILING NOTE :



purposes. 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 1:4 cement plaster

backing and descriptions of tiling on concrete floors etc shall

be deemed to include 1:3 plaster bedding WALL TILING

(PC Amount R120.00/m2) for wall tile size: 200 x 200 x

6mm thick tiles fixed with straight joint in both directions

adhesive to manufacturer

Internal walls m2

Fair exposed cutting and fitting around pipe not exceeding 110

mm internal diameter No FLOOR TILING

(PC Sum of R150 per m2) for Floor tiles size 300 x 300 x

10mm fixed to floors with straight joints in both directions

with the recommended ceresit Tylon adhesive (elsewhere)

and flush pointed with Ceresit Tylon

On floors and landings m2

100mm tile skirting m


Section No. 2

ECD Building

Bill No. 11

Tiling

Quantity

156

20

270

229

Rate

R

Amount


Mpumalanga Province

-27-

Item

No

SECTION NO. 2

BILL NO. 12

PLUMBING AND DRAINAGE (PROVISIONAL) NOTE :




"Polycop" polypropylene pipes:

Polypropylene pipes 54mm diameter and under shall be

seamless copper coloured class 16 pipes jointed with

"Fast-fuse" heat welded thermoplastic or brass compression

fittings as designed for use with copper pipes as stated

Pipes shall be firmly fixed to walls etc with coloured nylon

snap-in pipe clips with provision for accommodating thermal

movement and jointed and fixed strictly in accordance with the

manufacturer's instructions

All pipe diameters are nominal external

Concrete pipes:

Pipes shall be jointed with ogee joints with rubber collars or

socket and spigot joints with rubber rings

uPVC pipes and fittings:

Soil, waste and vent pipes and fittings shall be solvent weld

jointed

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

Carried Forward

Section No. 2

ECD Building

Bill No. 12

Plumbing and Drainage (Provisional)

Quantity Rate

R

Amount


Mpumalanga Province

-28-

Brought Forward

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

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

Fixing of pipes

Unless specifically otherwise stated, descriptions of pipes shall

be deemed to include 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 Forward

Section No. 2

ECD Building

Bill No. 12


R

R


Mpumalanga Province

-29-

Brought Forward

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

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

clauses 3, 5.5, 5.6, 5.7 and 7 of SABS 1200

DB : Earthworks (Pipe trenches)

Pipes shall be bedded in accordance with clauses 3.1 to 3.4.1,

5.1 to 5.3 and 7 of SABS 1200

LB : Bedding (Pipes).

Unless otherwise described bedding of rigid pipes shall be

class B bedding

Flush pans

Flush pans shall have straight or side outlets and "P" or "S"

traps as necessary

Carried Forward

Section No. 2

ECD Building

Bill No. 12


R

R


Mpumalanga Province

-30-

1

2

3

4

5

6

7

Brought Forward

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 (CPAP FORMULA WORK GROUP 148)

RAINWATER DISPOSAL

0,8mm Seamless Aluminium OGEE gutters and rainwater

pipes with baked enamel finish

150 x 125mm gutters m

100 x 75mm Diameter rainwater pipes No

Extra over gutter for outlet for 75mm pipe No

Extra over rainwater pipe for shoe No

SANITARY FITTINGS

"Vaal"

"Vaal" Hibiscus Basin Product code: 7023 with two semi

punched tapholes, intergreted overflow and chainstay hole thru

the centre semi-punched taphole. No

'Vaal Hibiscus basin' Product code 7023 with 1 x 12mm C.P.

lever action taps and 32mm C.P lagged bottle trap, waste

outlet plug and chain. nb: cold water tap must be closed to

toilet. nb: NO PEDESTAL No

"Vaal Pearl Paraplegic Semi Close Couple Suite" product

code: 73005C supplied with purpose made C.P side flush lever

(right) and purpose made urea seat and cover plate No

Carried Forward

Section No. 2

ECD Building

Bill No. 12


48

4

4

4

4

1

1

R

R


Mpumalanga Province

-31-

8

9

10

11

12

13

14

15

16

17

Brought Forward

'VAAL' JUNIOR 104 LOW LEVEL SUITE Product code:

751358 and matching 6 litre cistern, Product code: 712034

(03No.) No

'VAAL' flatback wall hung bowl urinal Product code: 705326

(03No.) No

"VAAL" Hibiscus Close Coupled Suite Product code: 772654 No

"FRANKE"

'Franke' model. Quinline - QLX611 satin 900L x 500W Product

code: 820000 No

'Franke' model. CH SLOP HOPPER 540 X 540MM Product

code - 351350 with "Cobra" model FM.100-35mm water supply

flush valve No TRAPS, ETC

"Marley"

32 x 50mm Deep seal "P" or "S" trap No

"Cobra Watertech"

32mm C.P. lagged bottle traps No

TAPS, VALVES, ETC

Brass

22mm Stopcock No

"Cobra Watertech"

"COBRA" Xena Pillar taps code XE-214-15 No

Chrome plated cobra watertech NOKA Bath/shower diverter mixer

NA-961 complete with overflow, elbows, and rail with adjustable

holder. No

Carried Forward

Section No. 2

ECD Building

Bill No. 12


4

1

1

1

1

2

5

10

10

1

R

R


Mpumalanga Province

-32-

18

19

20

21

22

23

24

25

26

27

28

29

30

31

32

Brought Forward

"Cobra" Tap - "Selene" SE 970 single lever with aerated swivel

outlet BSP female inlet No

PB1.10RB vacuum breaker No

PA1.1RB "Kwikflo" 400 kPa pressure reducing valve No

SANITARY PLUMBING

uPVC pipes

50mm Pipes m

110mm Pipes m

Extra over uPVC pipes for fittings

110mm Reducer No

50mm Bend No

50mm Junction No

110mm Pan connector No

50mm Access bend No

110mm Access bend No

50mm Access junction No

110mm Access bend with anti-syphon horn No

50mm "GI Two-way" vent valve No

Sundries

Testing waste pipe system

WATER SUPPLIES

Carried Forward

Section No. 2

ECD Building

Bill No. 12


1

1

1

100

150

4

5

10

5

10

5

5

5

5

Item

R

R


Mpumalanga Province

-33-

33

34

35

36

37

38

39

40

41

42

43

Brought Forward

Class 0 copper pipes

15mm Pipes m

15mm Pipes chased into brick walls m

22mm Pipes m



Extra over class 0 copper pipes for capillary fittings

15mm Fittings No

22mm Fittings No

28mm Fittings No

Copper overflow and service pipes

15mm Service pipe 500mm girth No

SOLAR WATER HEATING SYSTEM

"Kwikot"

100 Litre Kwikot 600i Dual electric water heater slimline 100

litres 990 x 480mm Geyser. Installed in ceiling. NB All hot

water services to be clad with insulation with min. R-valve 1. No TESTING

Testing water pipe system

FIRE APPLIANCES ETC

Carried Forward

Section No. 2

ECD Building

Bill No. 12


80

140

90

150

50

45

50

10

1

1

Item

R

R


Mpumalanga Province

-34-

44

45

46

47

48

49

Brought Forward

"Chubb"

Approved hose reel complete with 30m long and 20mm dia

rubber hose, chromium plated stopcock, shut-off nozzle and

wall bracket fixed to wall No

4,5kg Carbon dioxide fire extinguisher complete with 520 x 115

x 22mm thick timber backboard plugged to wall and varnished No WATER SUPPLIES TO FIRE APPLIANCES

Galvanized steel pipes

25mm Pipes m

Extra over galvanized steel pipes for steel fittings

25mm Fitting No

25mm Non-return valve No

CONNECTION

Allow a PC amount of R20,000 for sewer and water

connenction.


Section No. 2

ECD Building

Bill No. 12


1

2

10

3

1

Item

R

R


Mpumalanga Province

-35-

Item

No

1

SECTION NO. 2

BILL NO. 13

GLAZING NOTE :



purposes TOPS, SHELVES, DOORS, MIRRORS, ETC

6mm Silvered float glass copper backed mirrors with

polished edges holed for and fixed with chromium plated

dome capped mirror screws with rubber buffers to plugs

in brickwork or concrete

400 x 900 x 4mm "GG" quality polished glass mirror: Fixed to

wall with vertical strips of double sided adhesive tape. One

mirror per wash hand basin. No


Section No. 2

ECD Building

Bill No. 13

Glazing

Quantity

4

Rate

R

Amount


Mpumalanga Province

-36-

Item

No

1

2

3

4

5

SECTION NO. 2

BILL NO. 14

PAINTWORK NOTE :



purposes ON FLOATED PLASTER

Prime with One coat Plascon Plaster Primer and two coats

Plascon Plaster Primer on walls.

On internal walls m2



On external walls m2

ON PLASTERBOARD

Prime with one coat Professional Plaster Primer and two

coats Professional Evaluation Acrylic

On Gypsum Ceilings and Cornices m2

One coat primer and two coats exterior quality PVA

emulsion paint

On fascias and bargeboards m2

ON METAL

Spot priming defects in pre primed surfaces with zinc

chromate primer and applying one undercoat and two

coat high gloss enamel paint on steel

On doors frames m2

Carried Forward

Section No. 2

ECD Building

Bill No. 14

Paintwork

Quantity

580

24

270

32

13

Rate

R

Amount


Mpumalanga Province

-37-

6

7

Brought Forward

ON WOOD

Spot priming defects in pre primed surfaces with wood

primer and applying one undercoat and two coat high

gloss enamel paint on steel

On doors m2

Three coats polyurethane semi-gloss varnish

On doors m2


Section No. 2

ECD Building

Bill No. 14

Paintwork

49

3

R

R


Mpumalanga Province

-38-

Bill

No

1

2

3

4

5

6

7

8

9

10

11

12

13

14

Section No. 2

ECD Building

SECTION SUMMARY - ECD Building



Masonry

Waterproofing

Roof Covering



Ironmongery

Metal Work

Plastering

Tiling


Glazing

Paintwork


Section No. 2

ECD Building

Page

No

-5-

-8-

-10-

-11-

-12-

-15-

-17-

-22-

-24-

-25-

-26-

-34-

-35-

-37-

Amount

R


Mpumalanga Province

-39-

Item

No

1

2

3

SECTION NO. 3

BILL NO. 1

EARTHWORKS (PROVISIONAL) NOTE :




Nature of ground

The nature of the ground is assumed to be loose sandy

material, therefore "earth", but possibly interspersed with "hard

rock" or "soft rock"

Carting away of excavated material




situated on the building site SITE CLEARANCE ETC

EXCAVATION, FILLING, ETC


Trenches m3

Extra over trench and hole excavations in earth for

excavation in

Soft rock m3

Hard rock m3

Carried Forward

Section No. 3

Guard House

Bill No. 1


Quantity

11

1

1

Rate

R

Amount


Mpumalanga Province

-40-

4

5

6

7

8

9

10

11

Brought Forward



a dumping site to be located by the contractor m3



m2

Keeping excavations free of water

Keeping excavations free of all water other than subterranean

water


prescribed stock piles on site compacted to 93% Mod

AASHTO density



G5 filling supplied by the contractor compacted to 93%

Mod AASHTO density


Coarse river sand filling supplied by the contractor

Sandbed m3

Compaction of surfaces

Compaction of ground surface under floors etc including

scarifying for a depth of 100mm, breaking down oversize


compacting to 93% Mod AASHTO density m2 SOIL POISONING

Carried Forward

Section No. 3

Guard House

Bill No. 1


5

36

Item

5

5

5

1

15

R

R


Mpumalanga Province

-41-

12

13

14

15

16

17

18

19

Brought Forward

Soil insectiside

Under floors etc including forming and poisoning shallow

furrows against foundation walls etc, filling in furrows and

ramming m2

To bottoms and sides of trenches m2

UNREINFORCED CONCRETE CAST AGAINST EXCAVATED SURFACES

15MPa/19mm concrete

Blindings m3

REINFORCED CONCRETE CAST AGAINST EXCAVATED SURFACES

25MPa/19mm concrete

Strip footings m3

Mild steel reinforcement to structural concrete work

8mm Diameter bars t

High tensile steel reinforcement to structural concrete

work:

10mm Diameter bars t

BRICKWORK NFX clay face bricks pointed with flush horizontal and

vertical joints

Half brick walls m2

One brick walls m2

Carried Forward

Section No. 3

Guard House

Bill No. 1


15

46

1

3

0,23

0,23

2

11

R

R


Mpumalanga Province

-42-

20

21

Brought Forward





Section No. 3

Guard House

Bill No. 1


24

129

R

R


Mpumalanga Province

-43-

Item

No

SECTION NO. 3

BILL NO. 2 CONCRETE, FORMWORK AND REINFORCEMENT

NOTE :




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 Principal Agent. The testing shall be undertaken

by an independent firm or institution nominated by the

contractor to the approval of the Principal Agent. (Test cubes

are measured separately)

Formwork

Description 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

The vertical strutting shall be carried down to such construction

as is sufficiently strong to afford the required support without

damage and shall remain in position until the newly

constructed work is able to support itself.

Formworks to soffits of solid etc shall be deemed to be slabs

not exceeding 250mm thick unless otherwise described

Carried Forward

Section No. 3

Guard House

Bill No. 2


Quantity Rate

R

Amount


Mpumalanga Province

-44-

1

2

3

4

5

Brought Forward

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

15MPa/19mm concrete

Aprons cast in panels m3

REINFORCED CONCRETE

25MPa/19mm concrete

Surface beds on waterproofing m3

CONCRETE SUNDRIES

Finishing top surface of concrete smooth with a wood

float.

Surface beds, slabs, etc. m2

(CPAP FORMULA WORK GROUP NO. 114)

Fabric reinforcement

Type 193 fabric reinforcement in concrete surface beds, slabs,

etc. m2 MOVEMENT JOINTS ETC

Expansion joints with Bitumen impregnated softboard

between vertical concrete and brick surfaces


Carried Forward

Section No. 3

Guard House

Bill No. 2


2

2

15

15

19

R

R


Mpumalanga Province

-45-

6

Brought Forward

TEST BLOCKS

Making and testing 150 x 150 x 150mm concrete strength test

cube (Provisional) No


Section No. 3

Guard House

Bill No. 2


2

R

R


Mpumalanga Province

-46-

Item

No

1

2

3

SECTION NO. 3

BILL NO. 3

MASONRY NOTE :




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

Face bricks

Bricks shall be ordered timeously to obtain uniformity in size

and colour

Pointing

Descriptions of recessed pointing to fair face brickwork and

face brickwork shall be deemed to include square recessed,

hollow recessed, weathered pointing, etc. SUPERSTRUCTURE


115mm Half brick walls m2

115mm Half brick walls in beamfilling m2

230mm One brick walls m2

Carried Forward

Section No. 3

Guard House

Bill No. 3

Masonry

Quantity

7

3

46

Rate

R

Amount


Mpumalanga Province

-47-

4

5

6

7

8

9

10

11

Brought Forward



Extra over for face brick work m2

Brick-on-edge header course copings, sills, etc of clay

face bricks pointed with recessed joints on all exposed

faces

Brickwork for brick-on-edge header course 150mm wide sill

projected at 45 degrees m

Brickwork for brick-on-edge header lintel m

BRICKWORK SUNDRIES

Air bricks etc

229 x 76mm Clay vermin proof air brick No




Prestressed fabricated lintels

110 x 75mm Lintels in lengths not exceeding 3m m

Galvanised hoop iron cramps, ties, etc

30 x 1,6mm Roof tie 1,5m long with one end fixed to timber

and other end built into brickwork No


Section No. 3

Guard House

Bill No. 3

Masonry

48

7

9

2

20

121

20

20

R

R


Mpumalanga Province

-48-

Item

No

1

2

3

4

SECTION NO. 3

BILL NO. 4

WATERPROOFING NOTE :



purposes DAMP-PROOFING OF WALLS AND FLOORS

One layer of 375 micron "Consol Plastics Brikgrip DPC"

embossed damp proof course

150mm thick half brick walls m2

220mm thick in one brick walls m2

One layer of 250 micron "Consol Plastics Gunplas USB

Green" waterproof sheeting sealed at laps with "Gunplas

Pressure Sensitive Tape"

Under surface beds m2

JOINT SEALANTS, ETC

"Denbraven LM15" polysulphide sealing compound

including backing cord, bond breaker, primer, etc

10 x 10mm expansion joints in floors m


Section No. 3

Guard House

Bill No. 4

Waterproofing

Quantity

0,3

4

12

19

Rate

R

Amount


Mpumalanga Province

-49-

Item

No

1

2

3

SECTION NO. 3

BILL NO. 5

ROOF COVERINGS ETC NOTE :



purposes PROFILED METAL SHEETING AND ACCESSORIES

SAFLOK 700 Roofing Sheets (Green) Laid at 17 Degree

pitch on 38 x 76mm SAP Battens at 1200mm Centres Max

on Timber trusses:

Roof covering with pitch exceeding 25 degrees and not

exceeding but 30 degrees m2

300mm wide ridge capping m

ROOF AND WALL INSULATION

"Sisalation 410" housing grade glass fibre reinforced

aluminium foil bonded insulation

Insulation laid taut over rafters (at approximately 1 200mm

centres) and fixed concurrent with battens, purlins, etc m2


Section No. 3

Guard House

Bill No. 5

Roof Covering

Quantity

37

16

15

Rate

R

Amount


Mpumalanga Province

-50-

Item

No

SECTION NO. 3

BILL NO. 6

CARPENTRY AND JOINERY NOTE :


deemed to fall into Work Group No.126 for CPAP formula


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


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 ROOFS, ETC

Plate nailed timber roof truss construction

Carried Forward

Section No. 3

Guard House

Bill No. 6


Quantity Rate

R

Amount


Mpumalanga Province

-51-

1

2

3

4

5

6

Brought Forward

Sawn softwood

38 x 114mm Wall plates m

Design, manufacture and deliver on site, plate nailed roof truss

construction to Early Childwood Development Building, size

37m² overall on plan consisting of ten pitched trusses, each

truss 2500 x 500mm high overall with 600mm eaves overhang

projecting both sides, including all necessary purlins, runners,

bracing and cross bracing, hip rafters, jack trusses, etc (wall

plates measured elsewhere)

. No

Take delivery, temporary store, hoist in position and erect plate

nailed timber roof trusses, purlins, gangboarding, temporary

and permanent bracing, etc (measured on slope of roof) m2

Sundries

Two coats creosote on sawn timbers m2

EAVES , VERGES , ETC

PVC Fascia boards

9 x 225mm fascia boards including galvanised steel H-profile

jointing strips m DOORS, ETC

Wrought meranti doors hung to steel frames

Door 813 x 2 032 x 44mm Hardwood "Meranti" timber door

with horizontal slates. No


Section No. 3

Guard House

Bill No. 6


15

1

37

1

24

2

R

R


Mpumalanga Province

-52-

Item

No

1

2

3

SECTION NO. 3

BILL NO. 7 CEILINGS, PARTITIONS AND ACCESS FLOORING

NOTE :




Descriptions:


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 elsewhere CEILINGS ETC

"Aerolite" insulation

75mm Insulation closely fitted and laid on top of

brandering between roof timbers etc m2

6,4mm "Rhino" gypsum plasterboard with H-type pressed

steel jointing strips

Ceilings including 38 x 38mm sawn softwood brandering at

400mm centres m2

2Extra over ceiling for 650 x 650mm trap door of 38 x 50mm

wrought softwood rebated framing with one 38 x 50mm

sawn softwood cross brander covered with ceiling board and

fitted flush in opening No

Carried Forward

Section No. 3

Guard House

Bill No. 7


Quantity

12

12

1

Rate

R

Amount


Mpumalanga Province

-53-

4

Brought Forward

"Rhino" gypsum plasterboard cornices

75mm Coved cornices m


Section No. 3

Guard House

Bill No. 7


19

R

R


Mpumalanga Province

-54-

Item

No

1

SECTION NO. 3

BILL NO. 8

IRONMONGERY NOTE :




Finishes to ironmongery

Where applicable finishes to ironmongery are indicated by

suffixes in accordance with the following list:

BS Satin bronze lacquered

CH Chromium plated

SC Satin chromium plated

SE Silver enamelled

GE Grey enamelled

AS Anodised silver

AB Anodised bronze

AG Anodised gold

ABL Anodised black

PB Polished brass

PL Polished and lacquered

PT Epoxy coated

SD Sanded

NP Nickle plated

HINGES, BOLTS, ETC.

HINGES

"Dorma"

DBB-SS-009 102 x 75 x 3mm Stainless steel two ball bearing

butt hinge. No

Carried Forward

Section No. 3

Guard House

Bill No. 8

Ironmongery

Quantity

4

Rate

R

Amount


Mpumalanga Province

-55-

2

3

4

5

6

7

8

Brought Forward

"Union"

CZ682-24-61SC Gower 4-lever locksets No

HANDLES

"Dorma"

DPH213 350 x 32mm stainless steel "D" shaped straight

back-to-back pull handles. No CATCHES, CABIN HOOKS, ETC

"Dorma"

150mm Chrome plated cabin hooks and eyes No

AL8722AS Rubber buffer hat and coat hook / door stop No

BATHROOM FITTINGS

"Kimberley-Clark"

Kimberly-Clark Professional SQ3 toilet tissue dispenser colour

White (code: SA405607), overall size 130 x 135 x 360mm

high, installed by Kimberly-Clark installation team. No

Kimberly-Clark Professional series I twinpak Skincare soap

dispenser colour White (code: SA921950), overall size 184 x

110 x 264mm high, installed by Kimberly Clerk installation

team. No WALL-MOUNTED WASTE BIN

334 x 258 x 635mm high Kimberly Clark Professional Reflex

Disposal Wall Mounted Waste Bin (colour: WHITE-code:

SA426213). Installation by a Kimberly Clark team. No SIGNAGE

Carried Forward

Section No. 3

Guard House

Bill No. 8

Ironmongery

2

2

2

2

1

1

1

R

R


Mpumalanga Province

-56-

9

10

11

12

Brought Forward

All signage to be fixed with adequate heavy duty "no nails

double sided tape to top of door

70mm high white perspex with black vinyl "WC" persex length

to be adjusted to accommodation room designation. FONT

TYPE: Bookman Old in capital letters. No

70mm high white perspex with black vinyl letters. " Guard House "




with fire extinguisher symbol No


with fire hose reel symbol No


Section No. 3

Guard House

Bill No. 8

Ironmongery

1

1

1

1

R

R


Mpumalanga Province

-57-

Item

No

1

2

3

SECTION NO. 3

BILL NO. 9

METALWORK NOTE :




Descriptions

Descriptions of bolts shall be deemed to include nuts and

washers

Descriptions of expansion anchors and bolts and chemical

anchors and bolts shall be deemed to include nuts, washers

and mortices in brickwork or concrete

Metalwork described as"holed for bolt(s)" shall be deemed to

exclude the bolts unless otherwise described

PRESSED STEEL DOOR FRAMES

1,2 mm double rebate door frame suitable for one brick wall


ALUMINIUM WINDOWS, DOORS, ETC

WINDOWS

Purpose made Bronze anodized aluminium windows

factory fitted with aluminium alloy glazing beads suitable

for harsh marine climate

600mm wide x 600mm high No

1800mm wide x 1200mm high No

Carried Forward

Section No. 3

Guard House

Bill No. 9

Metal Work

Quantity

2

1

1

Rate

R

Amount


Mpumalanga Province

-58-

Brought Forward R

4 1200mm wide x 900mm high No 1

Section No. 3

Guard House

Bill No.9

Metal Work

Carried Forward to Summary of Section No. 3 R


Mpumalanga Province

-59-

Item

No

1

2

3

SECTION NO. 3

BILL NO. 10

PLASTERING NOTE :



purposes. SCREEDS

1:4 Cement plaster screeds wood floated on concrete

25mm Thick on floors and landings m2

INTERNAL PLASTER



purposes

On walls m2

On narrow widths m2


Section No. 3

Guard House

Bill No. 10

Plastering

Quantity

12

54

1

Rate

R

Amount


Mpumalanga Province

-60-

Item

No

1

2

3

SECTION NO. 3

BILL NO. 11

TILING NOTE :




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 1:4 cement plaster

backing and descriptions of tiling on concrete floors etc shall

be deemed to include 1:3 plaster bedding WALL TILING

(PC Amount R120.00/m2) for wall tile size: 200 x 200 x

6mm thick tiles fixed with straight joint in both directions

adhesive to manufacturer

Internal walls m2

FLOOR TILING

(PC Sum of R150 per m2) for Floor tiles size 300 x 300 x

10mm fixed to floors with straight joints in both directions

with the recommended ceresit Tylon adhesive (elsewhere)

and flush pointed with Ceresit Tylon

On floors and landings m2

100mm skirting m


Section No. 3

Guard House

Bill No. 11

Tiling

Quantity

1

12

18

Rate

R

Amount


Mpumalanga Province

-61-

Item

No

SECTION NO. 3

BILL NO. 12

PLUMBING AND DRAINAGE (PROVISIONAL) NOTE :




"Polycop" polypropylene pipes:

Polypropylene pipes 54mm diameter and under shall be

seamless copper coloured class 16 pipes jointed with

"Fast-fuse" heat welded thermoplastic or brass compression

fittings as designed for use with copper pipes as stated

Pipes shall be firmly fixed to walls etc with coloured nylon

snap-in pipe clips with provision for accommodating thermal

movement and jointed and fixed strictly in accordance with the

manufacturer's instructions

All pipe diameters are nominal external

Concrete pipes:

Pipes shall be jointed with ogee joints with rubber collars or

socket and spigot joints with rubber rings

uPVC pipes and fittings:

Soil, waste and vent pipes and fittings shall be solvent weld

jointed

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

Carried Forward

Section No. 3

Guard House

Bill No. 12


Quantity Rate

R

Amount


Mpumalanga Province

-62-

Brought Forward

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

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

Fixing of pipes

Unless specifically otherwise stated, descriptions of pipes shall

be deemed to include 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 Forward

Section No. 3

Guard House

Bill No. 12


R

R


Mpumalanga Province

-63-

Brought Forward

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

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

clauses 3, 5.5, 5.6, 5.7 and 7 of SABS 1200

DB : Earthworks (Pipe trenches)

Pipes shall be bedded in accordance with clauses 3.1 to 3.4.1,

5.1 to 5.3 and 7 of SABS 1200

LB : Bedding (Pipes).

Unless otherwise described bedding of rigid pipes shall be

class B bedding

Flush pans

Flush pans shall have straight or side outlets and "P" or "S"

traps as necessary

Carried Forward

Section No. 3

Guard House

Bill No. 12


R

R


Mpumalanga Province

-64-

1

2

3

4

5

6

7

Brought Forward

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 (CPAP FORMULA WORK GROUP 148)

RAINWATER DISPOSAL

0,8mm Seamless Aluminium OGEE gutters and rainwater

pipes with baked enamel finish

150 x 125mm gutters m

100 x 75mm Diameter rainwater pipes No

Extra over gutter for outlet for 75mm pipe No

Extra over rainwater pipe for shoe No

SANITARY FITTINGS

"Vaal"

"Vaal" Hibiscus Basin Product code: 7023 with two semi

punched tapholes, intergreted overflow and chainstay hole thru

the centre semi-punched taphole. No

"Vaal Pearl Paraplegic Semi Close Couple Suite" product

code: 73005C supplied with purpose made C.P side flush lever

(right) and purpose made urea seat and cover plate No WASTE UNIONS, ETC

"Cobra Watertech"

32mm "345/50CP" bottle trap No

Carried Forward

Section No. 3

Guard House

Bill No. 12


24

4

4

4

1

1

1

R

R


Mpumalanga Province

-65-

8

9

10

11

12

13

14

15

16

17

18

19

20

Brought Forward

TAPS, VALVES, ETC

Brass

22mm Stopcock No

"Cobra Watertech"

"COBRA" Xena Pillar taps code XE-214-15 No

SANITARY PLUMBING

uPVC pipes

50mm Pipes m

110mm Pipes m

Extra over uPVC pipes for fittings

110mm Reducer No

50mm Bend No

110mm Pan connector No

50mm Access bend No

110mm Access bend No

50mm Access junction No

110mm Access bend with anti-syphon horn No

50mm "GI Two-way" vent valve No

Sundries

Testing waste pipe system

WATER SUPPLIES

Carried Forward

Section No. 3

Guard House

Bill No. 12


2

1

50

50

2

4

1

2

3

1

1

1

Item

R

R


Mpumalanga Province

-66-

21

22

23

24

25

26

27

28

29

30

Brought Forward

Class 0 copper pipes

15mm Pipes m


22mm Pipes m



Extra over class 0 copper pipes for capillary fittings

15mm Fittings No

22mm Fittings No

28mm Fittings No

TESTING

Testing water pipe system

FIRE APPLIANCES ETC

"Chubb"

4,5kg Carbon dioxide fire extinguisher complete with 520 x 115

x 22mm thick timber backboard plugged to wall and varnished No


Section No. 3

Guard House

Bill No. 12


60

20

20

20

10

10

10

5

Item

1

R

R


Mpumalanga Province

-67-

Item

No

1

SECTION NO. 3

BILL NO. 13

GLAZING NOTE :



purposes TOPS, SHELVES, DOORS, MIRRORS, ETC

6mm Silvered float glass copper backed mirrors with

polished edges holed for and fixed with chromium plated

dome capped mirror screws with rubber buffers to plugs

in brickwork or concrete

400 x 900 x 4mm "GG" quality polished glass mirror: Fixed to

wall with vertical strips of double sided adhesive tape. One

mirror per wash hand basin. No


Section No. 3

Guard House

Bill No. 13

Glazing

Quantity

1

Rate

R

Amount


Mpumalanga Province

-68-

Item

No

1

2

3

4

5

SECTION NO. 3

BILL NO. 14

PAINTWORK NOTE :



purposes ON FLOATED PLASTER



On internal walls m2

ON PLASTERBOARD

Prime with one coat Professional Plaster Primer and two

coats Professional Evaluation Acrylic

On Gypsum Ceilings and Cornices m2

One coat primer and two coats exterior quality PVA

emulsion paint

On fascias and bargeboards m2

ON METAL

Spot priming defects in pre primed surfaces with zinc

chromate primer and applying one undercoat and two

coat high gloss enamel paint on steel

On doors frames m2

ON WOOD

Three coats polyurethane semi-gloss varnish

On doors m2


Section No. 3

Guard House

Bill No. 14

Paintwork

Quantity

55

12

10

3

7

Rate

R

Amount


Mpumalanga Province

-69-

Bill

No

1

2

3

4

5

6

7

8

9

10

11

12

13

14

Section No. 3

Guard House

SECTION SUMMARY - Guard House



Masonry

Waterproofing

Roof Covering



Ironmongery

Metal Work

Plastering

Tiling


Glazing

Paintwork


Section No. 3

Guard House

Page

No

-42-

-45-

-47-

-48-

-49-

-51-

-53-

-56-

-58-

-59-

-60-

-66-

-67-

-68-

Amount

R


Mpumalanga Province

-70-

Item

No

1

2

SECTION NO. 4

BILL NO. 1

GENERAL SITEWORKS (PROVISIONAL) SITE CLEARANCE ETC

Site clearance

Digging up and removing rubbish, debris, vegetation, hedges,

shrubs and trees not exceeding 200mm girth, bush, etc m2

Stripping average 150mm thick layer of top soil and stockpiling

on site m2


Section No. 4

External Works

Bill No. 1

General Site Works (Provisional)

Quantity

3 705

3 705

Rate

R

Amount


Mpumalanga Province

-71-

Item

No

1

2

3

4

5

6

7

SECTION NO. 4

BILL NO. 2

PARKING AND DRIVEWAYS (PROVISIONAL) NOTE : Tenderers are advised to study the "Specification of

Materials and Methods to be used" (OOG-001E) before pricing

this bill

NOTE : All excavations are measured as being in "earth"

and/or filling compacted to 98% modified AASHTO density

---------------

EARTHWORKS

(HAYLETT FORMULA WORK GROUP NO. 104) Open face excavations in earth to reduce levels m3

Extra over all excavations for carting away surplus material

from excavations and/or stockpile on site to a dumping site to

be located by the Contractor m3

Extra over open face excavations in earth for excavations in

soft rock m3


hard rock m3

Allow for keeping all excavations entirely free from water and

mud

125mm base layer of selected gravel material to comply with

minimum CBR 15 and maximum PI 12, imported from

commercial sources and compacted to 95% modified

AASHTO density m3

Over site of G7 sub-base layer C4 material in accordance with

SABS 1200 ME, stabilised to attain UCS 1,5 MPa after seven

days and compacted to 95% Mod AASHTO density m3

Carried Forward

Section No. 4

External Works

Bill No. 2

Parking and Driveways (Provisional)

Quantity

150

150

15

8

Item

75

75

Rate

R

Amount


Mpumalanga Province

-72-

8

9

10

11

12

13

14

Brought Forward

Compaction of ground surface under pavings, etc including

scarifying for a depth of 150mm, breaking down over size


compact to 93% modified AASHTO density m2

25mm thick layer clean, dry, riversand layer treated with an

approved weed killer at the rate of 50 gram per square metre,

spread and levelled to receive paving blocks (elsewhere) m2

Tests to determine the degree of compaction, etc. of ground or

filling No

PRECAST CONCRETE

(HAYLETT FORMULA WORK GROUP NO. 112) Light grey "Grinaker G-blocks" interlocking precast

concrete (35 MPa) paving blocks laid with butt joints on

50mm thick river sand bed with sand swept into joints

including preparation of ground or filling

80mm paving blocks m2

Extra over for edge blocks m

KERBS, CHANNELS, ETC

Concrete barrier kerbing m

METALWORK

(HAYLETT FORMULA WORK GROUP NO. 136) Standard "STOP" sign with standard 50mm diameter

galvanised mild steel fixing post bedded into and including

bases, including all necessary mass concrete, excavations,

etc. No

PAINTING

(HAYLETT FORMULA WORK GROUP NO. 152)

Carried Forward

Section No. 4

External Works

Bill No. 2


501

501

10

501

14

135

2

R

R


Mpumalanga Province

-73-

15

Brought Forward

Prepare and paint one coat white reflective road marking paint on precast concrete paving blocks

100mm wide line m


Section No. 4

External Works

Bill No. 2


80

R

R


Mpumalanga Province

-74-

Item

No

1

2

SECTION NO. 4

BILL NO. 3

STORMWATER DRAINAGE (PROVISIONAL)

STANDARD PREAMBLES

The contractor is refered to the Model Preambles for Trades

(2008 edition) as issued the Association of South African

Quantity Surveyors before pricing this bill

Descriptions of excavations shall be deemed to include for

setting aside surplus excavated material in spoil heaps for use

as filling or for depositing within 150m of the perimeter of the

excavations and spreading and roughly levelling as directed,

as well as for increase in bulk and multiple handling of

excavated material caused by the Contractor's method of

operation




situated on the building site and for bulking

Mass concrete with a coarse aggregate of 19mm and a

minimum compressive strength of 15MPa at 28 days

Storm water channel 750mm wide x 150mm thick with rounded

salient edges and finished on exposed surfaces with (2:1)

cement mortar, laid to falls in panels not exceeding 1800mm

long with 12mm bitumen impregnated softboard movement

joints with exposed edges raked out for a depth of 10mm and

filled with bituminous compound including all necessary

excavation and formwork m

Extra Over for Rainwater Catch pits No


Section No. 4

External Works

Bill No. 3

Stormwater Drainage (Provisional)

Quantity

80

1

Rate

R

Amount


Mpumalanga Province

-75-

Item

No

1

2

3

4

5

6

7

SECTION NO. 4

BILL NO. 4

WALKWAYS (PROVISIONAL) NOTE : All excavations are measured as being in "earth"

and/or filling compacted to 98% modified AASHTO density

---------------

EARTHWORKS

(HAYLETT FORMULA WORK GROUP NO. 104) Open face excavations in earth to reduce levels m3

Extra over all excavations for carting away surplus material

from excavations and/or stockpile on site to a dumping site to

be located by the Contractor m3


soft rock m3


hard rock m3

Allow for keeping all excavations entirely free from water and

mud

125mm base layer of selected gravel material to comply with

minimum CBR 15 and maximum PI 12, imported from

commercial sources and compacted to 95% modified

AASHTO density m3

Compaction of ground surface under pavings, etc including

scarifying for a depth of 150mm, breaking down over size


compact to 93% modified AASHTO density m2

Carried Forward

Section No. 4

External Works

Bill No. 4

Walkways (Provisional)

Quantity

23

23

2

1

Item

23

156

Rate

R

Amount


Mpumalanga Province

-76-

8

9

10

11

Brought Forward

25mm thick layer clean, dry, riversand layer treated with an

approved weed killer at the rate of 50 gram per square metre,

spread and levelled to receive paving blocks (elsewhere) m2

Tests to determine the degree of compaction, etc. of ground or

filling No

PRECAST CONCRETE

(HAYLETT FORMULA WORK GROUP NO. 112) Light grey "Grinaker G-blocks" interlocking precast

concrete (35 MPa) paving blocks laid with butt joints on

50mm thick river sand bed with sand swept into joints

including preparation of ground or filling

60mm paving blocks m2

KERBS, CHANNELS, ETC

Concrete Mountable kerbing m


Section No. 4

External Works

Bill No. 4


156

3

156

105

R

R


Mpumalanga Province

-77-

Item

No

1

2

3

4

5

6

SECTION NO. 4

BILL NO. 5

FENCING AND BOUNDRY WALL (PROVISIONAL)

BOUNDRY WALL

(CPAP formula work group no. 102)


Trenches m3



a dumping site to be located by the Contractor m3


Sides of trench and hole excavations not exceeding 1,5m deep m2


prescribed stockpiles on site compacted to 93% Mod.

AASHTO density



25MPa/19mm Unreinforced concrete cast against

excavated surfaces

Surface blinding under footings and bases m3

Strip footings m3


Carried Forward

Section No. 4

External Works

Bill No. 5

Fencing and boundry walls (Provisional)

Quantity

24

24

94

9

1

7

Rate

R

Amount


Mpumalanga Province

-78-

7

8

9

10

11

12

13

Brought Forward


One brick walls m2





Extra over brickwork for face brickwork m2

Brick-on-edge header course copings, sills, etc of external

face bricks (Prime Cost Amount R 3 500.00/1000) pointed

with recessed joints on all exposed faces

Coping on top of one brick wall m

STEEL FENCING

DIAMOND MESH FENCE

Security fencing, gates, etc including two coats

aluminium paint on metal stays, framing, etc

Fencing formed of I section or Y section standards 1800mm

long at maximum 2,5m centres driven into ground and with

droppers 2,4m long at maximum 2,5m centres and 2 strands of

galvanised barbed wire tied to standards, posts and eye bolts m

Diamond Mesh Gate 1m x 1,8m high No

WELDED SECURITY FENCING


Holes m3

Carried Forward

Section No. 4

External Works

Bill No. 5


156

694

283

59

52

1

7

R

R


Mpumalanga Province

-79-

14

15

16

17

18

19

20

Brought Forward



m2

Soil insecticide

To bottoms and sides of trenches etc m2

20MPa/19mm Concrete

Bases m3

Welded steel palisade security fencing with posts encased

in concrete footings

Palisade security fencing in 2.1 x 3m panels made of 60 x 60 x

5mm slotted channels top and bottom rails , filled in verticaly

with 30 x 30 x 3mm hot rolled angle palisades 1800mm long at

150mm centres, panels fixed to 76 x 76 x 3mm posts with

devils fork end at the top and bottom cast into concrete bases

500 x 500 x 500mm thick (elsewhere). m

Gates, screens, etc.

Manually operated sliding gate 6 000 x 2 440mm high overall,

the outer frame of 75 x 75 x 5mm square tubing and 50 x 50 x

2.5mm welded mesh welded to frame work, complete with

industrial type roller wheels rolling on ground track and

mechanical operating mechanism and padbolt No

1500mm wide x 2400mm high palisade fence Gate complete

including locking mechanism No

Plascon zinc phosphate primer undercoat and plascon

super universal enamel top coat

On gates, grilles, palisade fencing, etc.(both sides measured

over the full flat area) m2


Section No. 4

External Works

Bill No. 5


60

60

4

179

1

1

781

R

R


Mpumalanga Province

-80-

Bill

No

1

2

3

4

5

Section No. 4

External Works

SECTION SUMMARY - External Works

General Site Works (Provisional)


Stormwater Drainage (Provisional)




Section No. 4

External Works

Page

No

-70-

-73-

-74-

-76-

-79-

Amount

R


Mpumalanga Province

-81-

Item

No

SECTION NO. 5

BILL NO. 1

PROVISIONAL SUMS NOTES:

1. The Contractor's attention is drawn specifically to the

Principal Building Agreement Clause 20.0 (Nominated

Sub-Contractors), Clause 21.0 (Selected Sub-Contractors)

and Clause 22 (Work by Others) and to the related

Clauses in Section 1, Bill No. 1 - Preliminaries

2. The Contractor's attention is drawn also to the definition

of attendance on Nominated or Selected Sub-Contractors

and of fuel, power and water for commissioning of

mechanical and other specialised installations given in the

JBCC Preliminaries

3. Where special attendance includes the provision of

hoisting facilities for a Sub-Contractor then the Contractor

shall:-

* Ensure that the capacities of his hoisting equipment

are sufficient to deal with the masses and the

quantities of the items to be hoisted,

* Schedule the times of availability of the hoisting

equipment for each Sub-Contractor,

* Provide all necessary personnel to operate the

hoisting equipment,

all to enable the Sub-Contractor to execute the hoisting or

lowering of his material, etc. using the facilities provided

by the Contractor

4. Under no circumstances may any Provisional Amount,

etc. be extended at an amount lower than the amount

given in this Bill

Carried Forward

Section No. 5

Provisional Sums

Bill No. 1

Provisional Sums

Quantity Rate

R

Amount


Mpumalanga Province

-82-

Brought Forward

5. CPAP Formula Work Group 190 shall apply to all lump

sum amounts of profit and attendance

Carried Forward

Section No. 5

Provisional Sums

Bill No.1

Provisional Sums

R

R


Mpumalanga Province

-83-

1

2

3

4

5

6

7

8

9

10

11

12

Brought Forward

PROVISIONAL SUMS FOR NOMINATED/SELECTED SUB-CONTRACTS

Joinery Fittings

Provide the amount of R 60 000.00 ( Sixty Thousand Rand) for

joinery installation to kitchen.

Allow for Profit

Allow for general attendance

Electrical Installation and Connection

Provide the amount of R 150 000.00 ( One Hundred and Fifty

Thousand Rand) for electrical installation and connection.

Allow for Profit


Mechanical Installation

Provide the amount of R 50 000.00 ( Fifty Thousand Rand) for

mechanical installation.

3750

Allow for Profit


Landscaping

Provide the amount of R 10 000.00 (Ten Thousand Rand) for

landscaping.

Allow for Profit


Carried Forward

Section No. 5

Provisional Sums

Bill No. 1

Provisional Sums

Item

Item

Item

Item

Item

Item

Item

Item

Item

Item

Item

Item

R

R

60 000

150 000

50 000

10 000

00

00

00 00


Mpumalanga Province

-84-

13

14

15

16

17

18

19

20

21

22

23

24

Brought Forward

Play Ground Equipment

Provide the amount of R 60 000.00 (Sixty Thousand Rand) for

play ground equipment, sand pit and benches installation

complete.

Allow for Profit


Septic Tank

Provide the amount of R 80 000.00 (Eighty Thousand Rand)

for septic tank

Allow for Profit


CLO Allowance

Provide the amount of R 25 000.00 (Twenty Five Thousand

Rand) for CLO.

Allow for Profit


Borehole and Water Pump Installation

Provide the amount of R 150 000.00 (One Hundred and Fifty

Thousand Rand) for bolerhole equipped complete with 5000l

water tank and a 3m stand.

Allow for Profit



Section No. 5

Provisional Sums

Bill No. 1

Provisional Sums

Item

Item

Item

Item

Item

Item

Item

Item

Item

Item

Item

Item

R

R

60 000

80 000

25 000

150 000

00

00

00 00


Mpumalanga Province

-85-

Section

No

1

2

3

4

5

FINAL SUMMARY


ECD Building

Guard House

External Works

Provisional Sums

SUBTOTAL

CONTINGENCIES Allow the sum of R 100 000.00 ( One Hundred Thousand Rand

) for Contingencies to be used at the discretion of the Project

Manager and to be deducted in whole or in part if not required

SUBTOTAL

Add value added tax @ 14%

Carried to Form of Tender

Page

No

-1-

-38-

-69-

-80-

-84-

Item

Amount

R

R

R

R

100 000

00

• this drawing is copyright and remains with the architect, any unauthorized

reproduction, publication, tmsmission and or inclusion of any media is an

infringement.

figured dimensions to be taken in preference to scaled dimensions.

report any discrepancies direct to the architect before commencing work. all work to be done in accordance with the sabs 0400

•

•

•

REV. I DATE DESCRIPTION INIT.

DRAWING No.

NDA.15.01_wd101

REVISION

01

SCHEDULE OF AREAS ITEM SPACE AREA

01 ECD BLOCK 297m2

02 GUARD HOUSE 15.5m2

TOTAL FLOOR AREA 312.5m2

PARKING BAY COUNT

01 PARAPLEGIC BAYS·3.5x5m 01

02 PARKING BAYS- 2.5x5m 07

TOTAL PARKING BAYS 08

SITE COVERAGE

01 TOTAL BUTll UP AREA 312.5m2

02 SITE AREA 3701.8m2

%COVERAGE 8.4%

DENSITY CONTROLS

01 LOT NUMBER 02 STAND AREA 03 MAX. FAR 04 PROPOSED FAR 05 MAX. HEIGHT 06 PROPOSED HEIGHT 07 FRONT BUILDING LINE

08 REAR BUILDING LINE

09 SIDE BUILDING LINE

-

'

3m BUILDING LINE ,

:.-,:.-,:.

-·

z

E I II -· I

.. • a:q I e•

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0

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65 OOOmm STAND BOUNDARY

NE W PALISADE FENCE

,....0, ,-:---- r 1··---- - -··-··-··-··-··-·f

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·-··-··-··-··-··-,

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National

q_omm WIPE PAD (g-DRIV AY _ ' .' .. ','.,''.,'' , ' " ' . ,. ' " ' ' '

Development

Agency ' . .' ' ' ' .' ·

·' .'

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.

' ' ' ' ,

' ' ' ' '

ISSUED FOR CONSTRUCTION

I< ---- --- -il-

A

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ENTRr

ir

WALL TO DETAIL WALL TO DETAIL

• architect

• client

dgit AROHITEOTS

NELSPRUIT 9 WaterlilyTur n, Unit 7

Rlvt !l'!llde Part: x12-Tel:082 &194952

.KlHANNE SBURG 334 Cilrtelet Esta te, S)TtA nue Broadacre112021- Tel; 011022 4042/3

DUI'.ItAN

SEcnON 3 TilE SPINAKER

180 Mah;trna G:aMhl Road

Ourban 4001- T l:021:'168 2m

EAST LONDON

No. 7 Belsraw Road Southern Wood

East London 5214 -Tel: 043 704 8300

Social Development Department

Social Development MPUMALANGA PROVINCE

MAIN ROAD PROJECT:

MPUMALANGA EARLY CHILDHOOD

DEVELOPMENT CENTRE



infringement.



•

•

•


DRAWING No.

NDA.15.01_wd101

REVISION

01

SITE LAYOUT PROVISIONAL SITE LOCATION:

MPUMALANGA DRAWING TITLE:

- PROPOSED SITE LAYOUT

SCALE 1:200 TOTAL STAND AREA 3701.8m2

DATE: I SCALES:

MARCH 2015 1:200

DRAWN:

ALLAN.M



infringement.



•

•

•


DRAWING No.

NDA.15.01_wd101

REVISION

01

SCHEDULE OF AREAS ITEM SPACE AREA

01 ECD BLOCK 297m2

02 GUARD HOUSE 15.5m2

TOTAL FLOOR AREA 312.5m2

PARKING BAY COUNT

01 PARAPLEGIC BAYS·3.5x5m 01

02 PARKING BAYS- 2.5x5m 07

TOTAL PARKING BAYS 08

SITE COVERAGE

01 TOTAL BUTll UP AREA 312.5m2

02 SITE AREA 3701.8m2

%COVERAGE 8.4%

DENSITY CONTROLS

01 LOT NUMBER 02 STAND AREA 03 MAX. FAR 04 PROPOSED FAR 05 MAX. HEIGHT 06 PROPOSED HEIGHT 07 FRONT BUILDING LINE

08 REAR BUILDING LINE

09 SIDE BUILDING LINE

1

r·;)_ \"

f1; ...; '- "d ":<

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MAIN ROAD MPUMALANGA

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NE W PALISADE FENCE

··-··-··-··-··

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••.....,(), J:'.ll y -•• -••-. ·-·.-•• -•• -•• -. f ·. , ', j i :7 -... 3m BUILDING LINE , 1 1

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1.8m HIGH FENCE PAVED WALKWAY

NDA " ---- -1-..,L'q

National

'k ---- ----i ":-""1="

q_omm WIPE PAD (g-DRIV AY _ Development

Agency


---- --- -il-

A

• architect

dgit




I

ENTRr

ir

• client

AROHITEOTS DURitAN


180 Ma h;trn;G:a Mhl Road

Our b;4001- T l:021:'168 2m

EAST LONDON


East Londo5214 -Tel: 043 704 8300


Social Development

MPUMALANGA PROVINCE

PROJECT:

EARLY CHILDHOOD

DEVELOPMENT CENTRE LOCATION:

MPUMALANGA



infringement.



•

•

•


DRAWING No.

NDA.15.01_wd101

REVISION

01

SITE LAYOUT PROVISIONAL SITE DRAWING TITLE:

- PROPOSED SITE LAYOUT

SCALE 1:200 TOTAL STAND AREA 3701.8m2

H 2015 1:200

ALLAN.M

DATE: MARC SCALES: DRAWN:

u

!

DOOR SCHEDULE

ELEVATION/DESCRIPTION QTY

NB: ALL RAINWATER FROM

THE ROOF TO COLLECT

INTOJOJO TANKS,AS

SHOWN.

ALL WATER FROM THE JOJO

,-----CONC.PLATFORM

TO ENG'S DETAILS. y ,.-230ITJTI

,.-23{)JJm THICK

WINDOW SURROUND. I

I lffi

li



infringement.

• figured dimensions to be taken in preference to scaled dimensions.

• report any discrepancies direct to the architect before commencing work.

I" A M Frame for 230mm wall. I 01

TANKS IS NOT SUITABLE

FOR CONSUMPTION,ONLY

USED FOR IRRIGATION

PURIPOSES.

5730 5500 5500 5500

1m WIDE V-DRAIN APRON.

I • all work to be done in accordance with the sabs 0400

I

DOOR 2032x813x44mm HARDWOOD "MERANTI" TIMBER

DOOR WITH HORIZONTAL SLATES. DOOR FOR

VARNISHING.

\I/

GENERAL NOTES THIS DRAWING IS NOTTO BE SCALED. FIGURE DIMENSIONS TO BE USED ALL

DOOR FRAME I DOUBLE REBATED GALVANIZED PRESSED STEEL

FRAME, POS. FRAME TO TAKE 2032x813mm I

DOOR. PROVIDE HEAVY DUTY BRASS HINGES.

/ \

\ /

i /!!l\

\ /

i !!!l\

THE TIME.

CONTRACTOR IS RESPONSIBLE FOR CORRECT SETIING OUT OF THE BUILDING,

ALL EXTERNAL AND INTERNAL WALLS WITH PARTICULAR REFERENCE TO

REFERENCE I D15 KITCHEN LEFT HAND z>-'

13

J1111ica worktop with a

beveled1front front edge, screw

uLnm•fonnica worktop with a

! beveled front front edge, screw

13 13

32mm formica worl<top with "-----1 beveled front front edge, screw !

formica worktop with a

beveled front front edge, screw

BOUNDARIES, BUILDING LINES ETC.

CONTRACTOR TO VERIFY ALL LEVELS, HEIGHTS AND DIMENSIONS BEFORE

PUTIING ANY WORK

(')

! ""' "'"

fixed otop of a 16mm white

melami.[e cupboard can:as

I

! i "'"

foted on top of a 16mm white

melamine cupboard carcas

fixed on top of a 16mm white

melamine cupboard carcas ""'

"'"

! ! ) .9

fixed on top of a 16mm white

melamine cupboard carcas CONTRACTOR TO CHECK AND VERIFY ALL LEVELS, DATUMS AND DIMENSIONS

ON SITE AND SHALL REPORT ANY DISCREPANCIES OR OMISSIONS TO THIS

OFFICE PRIOR TO START OF WORKS OR DURING THE CONSTRUCTION PHASE.

B --.hJ- Frame for 115mm wall. 04

DOOR I 1882x762X44mm HOLLOW CORE FLUSH PANEL

PARAPLEGIC

CLASSROOM Porcelain Tiles

area_35m'

I ]

·;; CLASSROOM 02 Porcelain Tiles

area_30.3m' -a! :<c=

rJ

CLASSROOM 03 Porcelain Tiles

area_30.3m'

! ! -a! <=

CLASSROOM 04 SMALLER BABIES Porcelain Tiles

araa_30.3m'

THIS DRAWING IS TO BE READ AND UNDERSTOOD IN CONJUNCTION WITH

STRUCTURAL, MECHANICAL, ELECTRICAL AND/ OR ANY OTHER CONSULTANT Is

DOCUMENTATION AS MAY BE APPLICABLE TO THE PROJECT PRIOR TO START

OF WORKS AND ITS DURATION

REPORT TO THE ARCHITECT ALL AMBIGUITIES, DISCREPANCIES, OMISSIONS,

ERRORS. DEPARTURES FROM GOOD PRACTICE DISCOVERED IN THE DOOR WITH HARDWOOD EDGING. DOOR FOR PAINTING.

DOOR FRAME I DOUBLE REBATED GALVANIZED PRESSED

STEEL FRAME, PBS. FRAME TO TAKE

1882x762mm DOOR.

en w "- 0:: --' i5 en D

.8 ! "- I "- I I u

8::

DRAWINGS

BEFORE TENDERING, EXAMINE THE SI"TlE AND ASCERTAIN THE EXTENT AND

NA"TlJRE OF ALL CONDITIONS AFFECTING THE WORK,NOT EXCLUDING THE

LOCATION OF ALL BURIED SERVICES WHICH MAY HAVE TO BE PROTECTED,

REMOVED OR RELOCATED

REFERENCE I D04 GIRLS TOILET

D05 GIRLS TOILET

RIGHT HAND E E

RIGHT HAND g

1800 1585 4900 115

4900

MATERIALS SHALL BE THE BEST OF THEIR RESPEC"TlVE KINDS DESCRIBED ON

THE DRAWINGS AND THE CONTRACTOR SHALL WHERE REQUIRED HEREIN OR

UPON REQUEST OF THE ARCHITECT/ ENGINEER FURNISH VOUCHERS TO

D06 BOYS TOILET LEFT HAND I)! PROVE 1lHAT THE MATERIALS COMPLY HEREWITH

D07 BOYS TOILET

D " c M

LEFT HAND

Frame for 230mm wall. 01

MOTOR

ACTIVITY ZONE "' Porcelain Tiles

1 900 1 715 1 715 1 900 1

1\!1§_

SEATING

AREA

!li

QUALITY OF MA"TlERIALS & WORKMANSHIP TO COMPLYWITH THE RELEVANT

SAB.S & B.S.S. SPECIFICATION & SHALL CONFORM TO THE MINIMUM

STANDARD PREAMBLES IN THE BILL OF QUANTITIES OR, IN THE ABSENCE OF A

BLL OF QUANTITIES, AVAILABLE FOR PERUSAL AT THE OFFICES OF THE

ARCHITECT.

THE CON"TlRACTOR SHALL NOTIFY AND OBTAIN THE APPROVAL OF THE

PLANNING DEPARTMENT AND I OR THE FIRE PREVENTION OFFICER FOR ANY

WORKS UNDER THEIR RESPECTIVE JURISDICTION REQUIRNG INSPECTIONS

PRIOR TO COVERING UP OR PROCEEDING WITH SUBSEQUENT WORK

DOOR 2032x813X44mm SEMISOLID CORE FLUSH PANEL

DOOR WITH HARDWOOD EDGING. DOOR FOR

PAINTING.



2032x813mm DOOR.

area_29m' Porcelain Tiles

area_35m'

REFERENCE I D16 PRINCIPAL'S OFFICE

n LEFT HAND

SHARED COVERED

ill

§

D M Framefor115mmwall.l 07 OUTDOOR PLAY AREA Porcelain Tiles

Porcelain Tiles

area_10m' §

DOOR 2032x813X44mm SEMISOLID CORE FLUSH PANEL


PAINTING.

DOOR FRAME DOUBLE REBATED GALVANIZED PRESSED


2032x813mm DOOR.

area_28.4m'

ill

NDA REFERENCE D01 STORE ROOM RIGHT HAND

D09 PARAPLEGIC CLASSROOM LEFT HAND

D10 CLASSROOM 02 RIGHT HAND

D11 CLASSROOMOO LEFTHAND

D12 CLASSROOM 04 RIGHT HAND

D13 SLUICE ROOM LEFT HAND

D14 KITCHEN LEFT HAND

BOYS & GIRLS TOILETS:

are to take the

V-DRAIN APRON. 1m WIDE V-DRAIN APRON.

y

Na1 t]onal

Development Agency

'VAAL'JUNIOR 104 LOW LEVEL SUITE II II II II "bl' II L "I II

Product code: 751358and matching 61itre "' .. .... """" """" "' ·-· "' ••••• "'"' ·-· "' .... "'"'

cistern, Product code: 712034 (03 No.)

BOYS TOILET:

ISSUED FOR CONSTRUCTION io::::JI I 150x500mm ALUMINUM

VENTILATION LOUVRES.

'VAAL'flatback wall hubowl urinal

Product code: 705326 (415x315x275mm). DA.."V CA..RE BLOCK NOTE

ALL GLAZING TO OMPLY WITH LOCAL BUILDING REGULATIONS WITH REGARDS io THE USE OF SAFETY GLASS WHERE 1-.--h.-te-t --------,-, -,.-u.-----------1 GLAZING IS REQUIRED BELOW 900mm ABOVE FLOOR LEVEL. arc

1 c \ •w-'''''"''""'"

E M Frame for 115mm wall. 02

BATHROOM@ NORMAL HEIGHT.

BOYS & GIRLS TOILET@ 600MM HEIGHT:

'VAAL'HIBISCUS BASIN_Product code- 7023 with two

PROPOSED FLOOR PLAN

Total Floor Area = 297m2

References to trade names are used

only to simplify detailing. Various

The Kitchen worktop is to be 32mm "Formica" laminated

worktop. Product code: 271 Blackstone.

screw fixed on top of a 16mm white melanins cupboard with

ALL GLAZING TO BE FACTORY FITIED WITH ALUMINUM

ALLOY GLAZING BEADS SUITABLE FOR HARSH MARINE

ALL OPENING SIZES TO BE CHECKED ON SITE PRIOR TO

dgit Rlvt !l'!llde Part: x12-Tel:082 &194952


2032x813X44mm SEMISOLID CORE FLUSH PANEL


PAINTING.

semi punched tspholes, integrated overflow and

chainstay hole thru the centre semi-punched taphole.

Provide 32mm C.P.Iagged bottle traps.

Scale 1:50

SCALE IN METRES

similar and approved products are

available for approval prior to

installation.

supawood doors spray painted matt white.

fitted with 156mm wide hollow stainless steel barrel handles

SS202 grade,code 8235 (by Gelmar or similar approved).

MANUFACTURE.

ALL SLABS, BEAMS, COLUMNS, STAIRS AND STRUCTURAL

AROHITEOTS DUI'.ItAN



Ourba4001- T l' 021:'168 2m

EAST LONDON




2032x813mm DOOR.

REFERENCE I D02 TOILET LOBBY RIGHT HAND

LEFT HAND

"Cobra" Xena Pillar taps code_XE-214-15 I I I I 0 1 2 3 4 5

BATHROOM:

'VAAL'Hibiscus Close Coupled Suite

Product code_772654.

GENERAL FIRE NOTES

FIRE EXTINGUISHERS TO BE HUNG ON

PURPOSE MADE BOARDS AND LOCATED

IN SECURE POSITIONS AS INDICATED ON

'FRANKE" model. Quinline- QLX611 satin 900L x 500W

Product code:820000.

K chen sink is to take the "Cobra" Tap- 'Selene" SE 970.

REINFORCED CONCRETE AND STRUCTURAL STEEL WORK ACCORDING TO ENGINEER'S DETAILS.

ALL BUILDING WORK IS TO COMPLY WITH SABS 0400 AND LUt;ALt

MUNICIPAL BY-LA WS.

client

East London 5214 -Tel: 043 704 8300

Social Development

PARAPLEGIC TOILET:

'Vaal Pearl Paraplegic Semi Close Couple Suite'

2mm formica worktop with a beveled front front edge,

screw fixed on top of a

wire mesh baskets

constructed to detail spray painted to assorted colours.

PLAN. single lever with aerated swivel outlet BSP female inlet. ALL GLAZING TO COMPLY WITH PART N OF SABS 0400.

710L x 490W x 60D "Defy"

Department Social Development

MPUMALANGA PROVINCE


M

Product code_73005C supplied with purpose made C.P. side ftush lever (light) and purpose made urea seat

and cover plate.

PARAPLEGIC TOILET: 'Vaal Hibiscus basin" Product code_7023 with 1x12mm

01 C.P. lever action taps and 32mm C.P.lagged bottle trap,

!:j

g

16mm white melamine

cupboard carcas red, orange, yellow.green,

blue, pink, violet.

Supawood doors spray painted

Gemini solid plate hob (NCP) code: DCD352

Fitted to counter and installed to electrician's details.

Provide 01no."Kwikot' 600i Dual electric water heater slimine

100 Litres 990x4BOmm I1J Geyser. installed in ceiling

void.

CONTRACTOR IS TO BUILD IN APPROVED D.P.C.s, WHETHER OR NOTTHESE ARE SHOWN ON DRAWINGS,TO ALL EXTERNAL

WALLS AT EACH FLOOR, BEAMS OR PARAPETS LEVELS AND TO IPROJECT: Mp MALANGA I ALL WINDOWS, DOORS, GRILLES OR OTHER OPENINGS TO

EXTERNAL WALLS, CAVITY WALLS TO HAVE STEPPED D.P.Cs. EARLy CHILDHOOD

ALL WORK TO DRAINAGE & PLUMBING TO COMPLY WITH LOCAL I DEVELOPMENT CENTRE

E Frame for 115mm wall.

2032x800x44mm SEMISOLID CORE FLUSH PANEL


PAINTING.

DOOR FRAME I DOUBLE REBATED GALVANIZED PRESSED S"TlEEL

FRAME. PBS. FRAME TO TAKE 2032x900mm DOOR.

WITH 305nm OBSCURE GLAZED FANLIGHT ON TOP.

PROVIDE HEAVY DUTY HINGES.

waste outlet plug and chain. Nb: cold water tap must be

closest to toilet.Nb: NO PEDESTAL.

Stainless steel side grab rail "Chai1111an Industries DL2"

and Stainless steel side grab rail "Chairman Industries

SR2'to Paraplegic Toilet.

"Kimberly Clar1<" lockable two roll toilet roll holder

"lockable'to all Toilets.

• matt white. Lockable,Fitted with

119mm Thick Dee Plastic Handles

in WHITE code 211 (by Gelmar or

similar approved)

NB: All hot water services to be clad with insulation with min. R-value 1.

SLUICE ROOM: Provide

'VAAL'HIBISCUS BASIN_Product code- 7023 with two semi

punched tapholes. Provide 32mm chrome plated bottle trap.

"Cobra" Xena Pillar taps_Code -XE-214-15

'FRANKE" model. CH SLOP HOPPER 540x540mmm Poduct code -351350with 'Cobra" model FM.100- 35mm

AUTHORITY BY-LAWS & REGULATIONS.

I.E.s TO BE PROVIDED AT ALL JUNCTIONS AND BENDS.

R.E.s TO BE PROVIDED AT CHANGE OF DIRECTION AND

GRADIENT AND MAXIMUM 25m CENTRES.

DRAINAGE UNDER BUILDINGS TO BE ENCASED IN CONCRETE

AND ACCESS THERETO TO BE PROVIDED FROM BOTH SIDES.

MPUMALANGA

TITLE:

DAY CARE BLOCK

PROPOSED FLOOR PLAN

REFERENCE I D08 PARAPLEGIC TOILET RIGHT HAND

"Kimberly-Ciarl<" soap dispenser, plugged to all Toilets.

"Franke" paper towel dispenser- BS600P.

§

Classroon shelving

'-----1OOmm high Porcelain skirting tile

water supply flush valve. ALL SOIL PIPES TO BE 011Omm HD uPVC TO SASS 967 ALL WASTE PIPES TO BE 050mm HD uPVC TO SASS 967

Provide airconditioning to the Paraplegic classroom, ALL HOT & COLD WATER SUPPLY TO BE IN COPPER.

SCALES:

MARCH 2015 1:50

DRAWN:

ALLAN.M

part elevation "Franke" perforated waste container- BS610. Scale 1:25

covers the rupboard kickplate. classroom 01, classroom 02, seating area,and Principal's office.

No. REVISION

LIGHT AND VENTILATION TO COMPLY WITH PART 0" OF NDA.15.01_wd102 01

THE THE NBR.

DOOR SCHEDULE TO ENG'S UOIAOC . .. • "' 111 • 1 WINDOW SURROUND. 1 WINDOW SURROUND. 1\z

ln :;n.vvriVVVU..E:VI I X

r v I I I Yl""t: ELEVATION/DESCRIPTION QTY SHOWN. 11 11 11 ;2 lffi

TANKS IS NOT SUITABLE , '\ 5730 5500 5500 5500 I ----'k-- FORCONSUMPTION,ONLY od I

1-: R.E€}.-- - -- I '- J - _2_0mDIA. PIPEs toTO FALL 2:_6 GRADIENT. L '-- ...!... /j .If'

1.8mDIA. 1 'I 1 'I 1 'I lg

A M Frame for 230mm wall. 01 f I"' / 1mWIDEV-DRANAPRON. / / 1mWIDEV-DRAINAPRON. '- / '- / I '-

DOOR I 2032xB13x44mm HARDWOOD "MERANTI" TIMBER 1 IK I ""'"' y(@) - ·-- r- -y;

8- --- , - - S - -/-- @) - -r- 17! 1 / /"' ;.: il.

VARNISHING.

DOOR FRAME I DOUBLE REBATED GALVANIZED PRESSED STEEL 1 I \ / double doors with sidelights. Ail double doors with sidelights. double doors with sidelights. \ / \ / double doors with sidelights. I A'[' FRAME, POS. FRAME TO TAKE 2032x813mm

DOOR PROVIDE HEAVY DUTY BRASS HINGES. 1 1 1

I I I \

--'1<-- II I ----'1<-- !z I I @ I '!l 32mm III1Jca worktop With a _ 32mm fo1111ica wor1dop with a 32mm formica worl<lop with a _ _ 32mm formica wor1dop with a I § I I !z

! C'J I I 0 -l'l melaml e cupboard can:as ! ]l melamine cupboard carcas melamine cupboard carcas -l'l ! ! melamine cupboard carcas I I C'J

.

I . - -" ---.S _.,--- --- I .

-hJ- "- CLASSROOM Porceloinnles Porcelain Tiles SMALLER BABIES -=ti- >- <?. ;, -- - :a "' :a "' 1\. >--

DOOR I 1B82x762X44mm HOLLOW CORE FLUSH PANEL ....J > . ii 0 0 (.) > ....J DOOR WITH HARDWOOD EDGING. DOOR FOR ff3 liS :s g ffi PAINTING.

9= :J:: 15 il il ilu:: :J:: 9=

DOOR FRAME I DOUBLE REBATED GALVANIZED PRESSED - --- I o I o -'-=0 I -

STEEL FRAME, PBS. FRAME TO TAKE 600 600 600 1882x762mm DOOR. 'il ,---, ,---, ,--

REFERENCE I D04 GIRLS TOILET RIGHT HAND 400 600 j ,.ill. ,.ill. ,.ill. \11/ \J/ \)/ 115

D05 GIRLS TOILET RIGHT HAND

D06 BOYS TOILET LEFT HAND

007 BOYS TOILET LEFT HAND

----'k-- !ill N - I - """"':-- 1 900 1 715 "' 715 1 900 1 R OM /I

0_: 1 "

c M 01 I @) ;;s "'"' k

11fs TOILET ; Nb:Providemechancal MOTOR SEATING [[• I -

Frame for 230mm wall. • • Porcelain Tiles ve tllatlon to Para. ACTIVITY ZONE ·-n - !tl!J I o

DOOR I 2032xB13X44mm SEMISOLID CORE FLUSH PANEL r) f . ::r Porcelain Tiles 8 -:::::. ,_ 1 : 006 I ( 007 PIOYide - "' area_29m' m I I .l!1

DOOR WITH HARDWOOD EDGING. DOOR FOR - - area 35m' , 2: o .A.

PAINTING. til I 1dose1. 11"1' -=:- - 131l "' II "' 1 .,.- 785

DOOR FRAME I DOUBLE REBATED GALVANIZED PRESSED -'I.-- I @ • 1

1800 TOIL, ·1 0' ·1 8 '""' ·n1es .I!' 1 STEEL FRAME, PBS. FRAME TO TAKE

913 230

!ji 2032x813mm DOOR.

REFERENCE I D16 PRINCIPAL'S OFFICE LEFT HAND Polt91ain TIIos Provide · FHR c15l L=J lmtrll- I 1 P'

1 area_3-7m' @)overhead -, · --,· -

-----'1.-- I • 002 doorcloser. -- 16 · - RE. ill

n-: ;: l!3

- I - oos \ e [:2 \ L/PRINCIPAC1 600 785 " soo 115 1\ 1 .II' ooa 'Toot\ --;-- -'I<-- ,..---1

- I I 'C../ - I I .·- I 015 §

M I ATH /'-......\. """ • ,_ SHARED COVERED o:n o

W11 MANAGER'SH-FI\5 :I 'I ...,.. _ 1

- • l _4.7m' Tub. area_2.6m' Porcelain Tiles - PANT Y g s Porcelai M

D Frame for 115mm wall. 07 RLS = lR S l\:"' PorcelainTIIes Porcelain Tiles I OUTDOOR PLAY AREA N - I area 10m' "' I I'

I , I , " r 1

,>r, !.- •I I _' I ; I +- area

PANEL DOOR I 2032xB13X44mm SEMISOLID CORE FLUSH FOR DOOR WITH HARDWOOD EDGING. DOOR we. E :•c. I (we. I<-- area 31 •

PAINTING.


STEEL FRAME, PBS. FRAME TO TAKE 2032xB13mm DOOR.

!

009 PARAPLEGIC CLASSROOM LEFT HAND f I/ J i V J 1 l tmWIDEV-DRAINAPRON. /: - ----- ------ 1\ / tmWIDEV-DRAINAPRON. / REFERENCE I D01 STORE ROOM RIGHT HAND

D10 CLASSROOM 02 RIGHT HAND I, L / _ _L<- / _ _L R.E. I I I

D11 CLASSROOM03 LEFTHAND

'®.' 013 SLUICE ROOM LEFT HAND BOYS & GIRLS TOILETS: I I

D14 KITCHEN LEFT HAND are to take the ., 600 "' 515 "' soo "'31 2128 2808 "' 4IO' 3000 3078

'VAAL" JUNIOR 104 LOW LEVEL SUITE 230

,......, -----'1.-- Product code: 751358 and matching 6 litre 1000 1000 2128 10135 3793 2400 cistern, Product code: 712034 (03 No.) 1 230 115 115 1

23035

'VAAL" flatback wall hubowl urinal ALL GLAZING TO COMPLY WITH LOCAL BUILDING REGULATIONS


E M Frame for 115mm wall. 02 BATHROOM@ NORMAL HEIGHT. PROPOSED FLOOR PLAN References to trade names are used The Kitchen wor1dop is to be 32mm 'Formica" laminated ALL GLAZING TO BE FACTORY FITIED WITH ALUMINUM

2032xB13X44mm SEMISOLID CORE FLUSH PANEL semi punched tapholes, integrated overflow and Total Floor Area = 297m similar and approved products are screw fixed on top of a 16mm white melamne cupboard with

MANUFACTURE.

'VAAL" HIBISCUS BASIN_Product code7· 023 with two 2 ALL OPENING SIZES TO BE CHECKED ON SITE PRIOR TO

DOOR WITH HARDWOOD EDGING. DOOR FOR chainstay hole thru the centre semi-punched taphole.

Scale 1:50 available for approval prior to supawood doors spray painted matt white.

PAINTING. fitted with 156mm wide hollow stainless steel barrel handles

DOOR FRAME I DOUBLE REBATED GALVANIZED PRESSED 'Cobra" Xena Pillar taps code_XE-214-15 I I I I REINFORCED CONCRETE AND STRUCTURAL STEEL WORK

STEEL FRAME, PBS. FRAME TO TAKE 0 1 2 3 4 5 GENERAL FIRE NOTES "FRANKE" model. Quinline- QLX611 satin 900L x SOOW ACCORDING TO ENGINEER'S DETAILS. 2032xB13mm DOOR. BATHROOM:

FIRE EXTINGUISHERS TO BE HUNG ON Product code:820000.

REFERENCE I D02 TOILET LOBBY RIGHT HAND Product code_772654.

PURPOSE MADE BOARDS AND LOCATED MUNICIPAL BY-LA WS.

003 BATH LEFT HAND IN SECURE POSITIONS AS INDICATED ON K chen sink is to take the "Cobra" Tap- 'Selene" SE 970.

=Th _32mm formica wor1dop with wire mesh baskets y

' PLAN. single lever with aerated swivel outlet BSP female inlet.

ALL GLAZING TO COMPLY WITH PART N OF SABS 0400.

A

Product code_73005C supplied with purpose made 16mm white melamine red, orange, yellow,green, Gemini solid plate hob (NCP) code: DCD352 CONTRACTOR IS TO BUILD IN APPROVED D.P.C.s, WHETHER OR

and cover plate. WALLS AT EACH FLOOR, BEAMS OR PARAPETS LEVELS AND TO 1AIIJMINIJtut

Provide 01no."Kwikot" 600i Dual electric water heater ALL WINDOWS, DOORS, GRILLES OR OTHER OPENINGS TO VENTILATION LOUVRES.

PARAPLEGIC TOILET: !:j slimine 100 Litres 990x480mm I1J Geyser. installed in ceiling EXTERNAL WALLS, CAVITY WALLS TO HAVE STEPPED D.P.Cs.

E M Frame for 115mm wall. 01 C.P. lever action taps and 32mm C.P.lagged bottle trap, g ALL WORK TO DRAINAGE & PLUMBING TO COMPLY WITH LOCAL

waste outlet plug and chain. Nb: cold water tap must be ' ' matt white. Lockable,Fitted with R-value 1. AUTHORITY BY-LAWS & REGULATIONS.

2032x900x44mm SEMI SOLID CORE FLUSH PANEL closest to toilet.Nb: NO PEDESTAL. DOOR WITH HARDWOOD EDGING. DOOR FOR in WHITE code 211 (by Gelmar or SLUICE ROOM: Provide I.E.s TO BE PROVIDED AT ALL JUNCTIONS AND BENDS.



infringement.

• all work to be done in accordance with the sabs 0400


I GENERAL NOTES



CONTRACTOR TO VERIFY ALL LEVELS, HEIGHTS AND DIMENSIONS BEFORE PUTIINGANV WORK

CONTRACTOR TO CHECK AND VERIFY ALL LEVELS, DATUMS AND DIMENSIONS ON SITE AND SHALL REPORT ANV DISCREPANCIES OR OMISSIONS TO THIS

THIS DRAWING IS TO BE READ AND UNDERSTOODIN CONJUNCTION WlnH STRUCTURAL, MECHANICAL, ELECTRICAL AND/ OR ANY OTHER CONSULTANT Is

OF WORKS AND ITS DURATION

ERRORS, DEPARTURES FROM GOOD PRACTICE DISCOVERED IN nHE DRAWINGS

NATIJRE OF ALL CONDITIONS AFFECTING THE WORK,NOT EXCLUDING THE LOCATION OF ALL BURIED SERVICES WHICH MAY HAVE TO BE PROTECTED, REMOVED OR RELOCATED

THE DRAWINGS AND nHE CONTRACTOR SHALL WHERE REQUIRED HEREIN OR

PROVE THAT nHE MATERIALS COMPLY HEREWITH

QUALITY OF MATIERIALS & WORKMANSHIP TO COMPLYWITH nHE RELEVANT

BLL OF QUANTITIES, AVAILABLE FOR PERUSAL AT nHE OFFICES OF THE ARCHITECT.

THE CONTRACTOR SHAUL NOTIFY AND OBTAIN THE APPROVAL OF nHE

WORKS UNDER THEIR RESPECTIVE JURISDICTION REQUIRNG INSPECTIONS PRIOR TO COVERING UP OR PROCEEDING WlnH SUBSEQUENT WORK

'

Na t]onal

Development Agency

1-.--h.-te-t --------,-, -,.-u.----------

dgit .KlHANNE SBURG


Broadacre112021- Tel; 011022 4042/3

AROHITEOTS DURitAN

180 Mah;trna G:arlllhl Road


Ourba4001- T l:021:'168 2m


East London 5214 -Tel: 043 704 8300

• client


PROJECT:

MPUMALANGA

DEVELOPMENT CENTRE

LOCATION:

MPUMALANGA

DRAWING TITLE:

DAY CARE BLOCK

PROPOSED FLOOR PLAN

MARCH 2015 1:50

ALLAN.M

DRAWING No.

NDA.15.01_wd102 REVISION

01

I

1

'- -' o \ o \ o

1

I

.1 '

"Iii

beveledJfrontfrontedge,screw

"

beveledfrontfrontedge screw

I

beveledfrontfrontedge screw

"

"

beveledfrontfrontedge screw 1

1 I!!!

l

...CONC.PLATFORM

---·.. - .l30mm nHICK ..231mm nHICK

IC::

PURPOSES. JOJOTANK ,I 1295 L I 3600 I. 21:J0 L 3600 I 1 3500 15 3600 I 1180 1 I

DOOR WITH HORIZONTAL SLATES. DOOR FOR

,_1 j I I fe} I I_ I fj JiJ

REFERENCE I 015 KITCHEN LEFT HAND

-+- U:::::::::JI

B

Frame for 115mm wall. 04

L 1 1

PARAPLEGIC 'Iii - CLASSROOM 02 1

CLASSROOM 03 i 'Iii 'Iii CLASSROOM 04 _ . 1 _3---'k-

c ;;:; l Porcelain Tiles o S area_30.3m2

area_30.3rn2 o o "S Porcelain Tiles 0 N

N- '

r---S . · "4:#- . :o.;l I L --

:;:;:;--- I 1115 0

g 1

\([J)1'P

3\orcei"TIIos a;

1-- I !li

I - ·-

'\RAPLEGIC g "tot. l

- I -

012 CLASSROOM 04 RIGHT HAND /R.E; I I I I v I y I z

150x500mm ALUMINUM Product code: 705326 (415x315x275mm). DA."V CA.RE BLOCK WITH REGARDS TO THE USE OF SAFETY GLASS WHERE 1

PARAPLEGIC TOILET:

'Vaal Pearl Paraplegic Semi Close Couple Suite" a beveled front front edge,

screw fixed on top of a

constructed to detail spray

painted to assorted colours.

710L x 490W x 600 "Defy'

Social Development

MPUMALANGA PROVINCE

VIOLET PINK

PROVIDE HEAVY DUTY HINGES. 'lockable" to all Toilets.

Poduct code -351350with "Cobra" model FM.100- 35mm

1 9000 1

- ' -f- c

DDDD , N

lsoolsoolsoolsoolsoolsoolsoolsoolsoolsool

WINDOW

9000x2125mm PURPOSE MADE BRONZE

ANODIZED ALUMINIUM SLIDING WINDOW FRAME

BY SPECIALISTS

01

REFERENCE Wl2 MOTOR ACTIVITY ZONE

J

r1800

- -f-

N ;;;

Sj lsooi!IOOI

- f----- --- -- ----

01

WINDOW 700X1200mm PURPOSE MADE BRONZE

ANODIZED ALUMINIUM SLIDING WINDOW FRAME

BY SPECIALISTS

REFERENCE

W19 PRINCIPAUMANAGER;S OFFICE

K

3000

- I I ----f--

>DOD: ;;;

1600 lsoo lsoo 1600 1600I -------------f--

01

WINDOW


ANODIZED ALUMINIUM FRAMED DOUBLE DOOR

WITH SIDELIGHTS BY SPECIAUSTS

REFERENCE WID PRINCIPAUMANAGER'S OFFICE

o -/

'

• architect

, D / N

,

c

" /

f-

N

--

N '

'

WINDOW SCHEDULE

3600

PROFILE ROLL FORMED

IN CONTINUOUS LENGTHS, LIGHT

INDUSTRAL Wllli'GLOBAL COAT'

GLOBAL ROOFING SOLUTIONS

ALL GLAZING TO COMPLY WITH LOCAL BUILDING

REGULATIONS WilliREGARDS TO THE USE OF

SAFETY GLASS WHERE GLAZING IS REQUIRED BELOW

900mm ABOVE FLOOR LEVEL.

ALLOY GLAZING BEADS SUITABLE FOR HARSH MARINE



infringement.


• report any discrepancies direct to the architect before commencing work.

I I

- c \/ \ I

f-

--f-- H / DODD_ ALL OPENING SIZES TO BE CHECKED ON SITE PRIOR

TO MANUFACTURE.

ALL SLABS, BEAMS, COLUMNS, STAIRS AND STRUCTURAL

REV. I DATE

DESCRIPTION

c \/ \ I

f-

!lJ

REINFORCED CONCRETE AND STRUCTURAL STEEL

WORK ACCORDING TO ENGINEER'

D /

" D

BOARD ALL BUILDING WORK IS TO COMPLY Willi SABS 0400 AND

- --f--

A lsoolsooleooleool 04

WINDOW 2125x3600mm PURPOSE MADE BRONZE

ANODIZED ALUMINIUM FRAMED DOUBLE DOOR

I I - ----

LOCAL MUNICIPAL BY-lAWS.

ALL GLAZING TO COMPLY WITH PART N OF SABS 0400.

CONTRACTOR IS TO BUILD IN APPROVED D.P.C.s.

SHOWN ON DRAWINGS,

GENERAL NOTES

WilliSIDELIGHTS BY SPECIALISTS WHElliER OR NOT THESE ARE

TO ALL EXTERNAL WALLS AT EAC

H FLOOR, BEAMS OR

PARAPETS LEVELS AND TO AL L WINDOWS, DOORS, THIS DRAWING IS NOTTO BE SCALED. FIGURE DIMENSIONS TO BE USED ALL REFERENCE W02 PARAPLEGIC CLASSROOM

W03 CLASSROOM 02

W04 CLASSROOM 03

W05 CLASSROOM 04

-- --

CARE BLOCK

PROPOSED FRONT ELEVATION I

KLIP-LOK 700 PROFILE ROLL FORMED

,-----,----IN CONTINUOUS LENGTHS, LIGHT

GRILLES OR OTHER OPENINGS TO EXTERNAL WALLS,

CAVITY WALLS TO HAVE STEPPED D.P.Cs.

ALL WORK TO DRAINAGE & PLUMBING TO COMPLY Willi

LOCAL AUlliORITY BY-lAWS & REGULATIONS.

I.E.s TO BE PROVIDED AT ALL JJNCTIONS AND BENDS.

R.E.s TO BE PROVIDED AT CHANGE OF DIRECTION AND

DRAINAGE UNDER BUILDINGS TO BE ENCASED IN

THE TIME.

CONTRACTOR IS RESPONSIBLE FOR CORRECT SETTING OUT OF THE BUILDING.

ALL EXTERNAL AND INTERNAL WALLS WITH PARTICULAR REFERENCE TO


CONTRACTOR TO VERIFY ALL LEVELS, HEIGHTS AND DIMENSIONS BEFORE

PUTTING ANY WORK

CONTRACTOR TO CHECK AND VERIFY ALL LEVELS. DATUMS AND DIMENSIONS

ON SITE AND SHALL REPORT ANY DISCREPANCIES OR OMISSIONS TO THIS

>DO: i'l

INDUSTRAL Wllli'GLOBAL COAT"

FINISH TO I SIDE. SUPPLIED BY

CONCRETE AND ACCESS THERETO TO BE PROVDED

FROM BOTH SIDES. OFFICE PRIOR TO START OF WORKS OR DURING THE CONSTRUCTION PHASE.

THIS DRAWING IS TO BE READ AND UNDERSTOOD IN CONJUNCTION Willi

==== ;;;

fll leoolaoo leooleoo I

8 04

ALL SOIL PIPES TO BE ll110mm HD uPVC TO SABS 967 STRUCTURAL, MECHANICAL, ELECTRICAL AND/ OR ANY OTHER CONSULTANT Is

--- ------- -

ANODIZED ALUMINIUM WINDOW FRAME BY

SPECIAUSTS

i'l CONCRETE WINDOW UEDG.E PROTRUDING 500mm I lt

·. ··.:-,·. _.' _,., :.>:

----

ALL HOT & COLD WATER SUPPLY TO BE IN COPPER.

ALL PARKING BAYS SIZES EXCEPT FOR PARAPLEGIC

ON PAVING WITH ROAD PAINT.

REPORT TO lliE ARCHITECT ALL AMBIGUITIES, DISCREPANCIES, OMISSIONS,

DRAWINGS

BEFORE TENDERING. EXAMINE THE SITE AND ASCERTAIN THE EXTENT AND

REFERENCE W03 PARAPLEGIC CLASSROOM

=I' Ill''-

/ \/ './

/ \I "\I

/

\ I \I /

SEE ENGINEER'S DRAWINGS FOR ALL EXTERNAL PARKING.

NATURE OF ALL CONDITIONS AFFECTING THE WORK,NOT EXCLUDING THE

W04 PARAPLEGIC CLASSROOM

woe COT STORAGE

WIO COT STORAGE

\ Ill \/ './

" " v

\I ', I " ",

\ I \I " \ I

" i I I

STORMWATER, PAVING AND KERBING LAYOUTS.

LIGHT AND VENTILATION TO COMPLY WITH PART 6" OF

LOCATION OF ALL BURIED SERVICES WHICH MAY HAVE TO BE PROTECTED,

REMOVED OR RELOCATED

THE DRAWINGS AND lliE CONTRACTOR SHALL WHERE REQUIRED HEREIN OR

/ II II/ II II/ II II / "\ THE THE NBR.

ALL PARTITIONING TO BE RODENT

ADEQUATE FIRE RATING.

PROOF AND HAVE MATERIALS SHALL BE THE BEST OF THEIR RESPECTIVE KINDS DESCRIBED ON

UPON REQUEST OF THE ARCHITECT!ENGINEER FURNISH VOUCHERS TO

PROVE ll1AT lliE MATERIALS COMPLY HEREWITH

1800

g ,

CARE BLOCK

-- I

I

-- ----- QUALITY OF MATERIALS & WORKMANSHIP TO COMPLYWITH lliE RELEVANT

/ 1', N

f- ;;; PROPOSED BACK ELEVATION SAB.S & B.S.S. SPECIFICATION & SHALL CONFORM TO THE MINIMUM

STANDARD PREAMBLES IN lliE BILL OF QUANTITIES OR, IN lliE ABSENCE OF A

BLL OF QUANTITIES, AVAILABLE FOR PERUSAL AT lliE OFFICES OF THE

ARCHITECT.

im'l leoo lsoo lsoo I

c -- -------- ----- 01

1000x1800mm PURPOSE MADE BRONZE WINDOW ANODIZED ALUMINIUM WINDOW FRAME BY

SPECIAUSTS

Scale 1:100 ,-----------------l<ILIP-LOK700 PROFILE ROLL FORMED

IN CONTINUOUS LENGTHS,LIGHT

INDUSTRIAL WITH "GLOBAL COAT'"

FINISH TO ISIDE.SUPPLIED BY


KLIP-LOK 700 PROFILE ROLL FORMED---------------,

IN CONTINUOUS LENGTHS, LIGHT

INDUSTRIAL WITH "GLOBAL COAT'"

FINISH TO ISIDE SUPPLIED BY


THE CONTRACTOR SHALL NOTIFY AND OBTAIN THE APPROVAL OF lliE

PLANNING DEPARTMENT AND I OR THE FIRE PREVENTION OFFICER FOR ANY

WORKS UNDER THEIR RESPECTIVE JURISDICTION REQUIRNG INSPECTIONS

PRIOR TO COVERING UP OR PROCEEDING Willi SUBSEQUENT WORK

REFERENCE

WII PRINCIPAU MANAGERS OFFICE

,------------f'LASTERPAINT

CONCRETE WINDOW LEDGE

,---------f'ROTRUDING 500mm

CONCRETE WINDOW LEDGE

2128

--+------------------

TIMBER EAVES FEATURE TO DETAIL

EAMLESS 1SOX125x!l.8mm

ALUMINIUM OGEE GUTTER WITH

BAKED ENAMEL FINISH FIXED WITH

CONCEALED BRACKETS ALL TO

SUPPLIERS SPECIFICATION.

- -- - TIMBER EAVES FEATURE--- - -- +- DETAIL

I I

!l! DO

.. ·:".--' ....., :-r ;+ -·>>· '

100x75mm RECTANGULAR FLUTED

ALUMINIUM DOWNPIPE WITH './(>:·.:_!..:..:."!:··:-'·'·': l-/· - ffiEJ'.AII<IED.ALil!o1JMillMJllllABSAT_

--------+ ------------- -

15321532153215321 i'l ;;;

/ _IOOOmm CENTRES, FIXED TO WALL

/ WilliNAIL PLUGS.

D --- ---- 01 N N

COROBRICK FACEBRICI

FRELIGHTTRAVERTINE FBX

FIRELIGHT TRAVERTINE FBX



SPECIAUSTS

REFERENCE Wl4 BATH

DAY CARE BLOCK

SEAMLESS 150x125x0.8mm

ALUMINIUM OGEE GUTTER WITH---,

D ENAMEL FINISH FIXED

'RHINOBOARD'CEILING

FD<ED TO 38XSOMM EX SW.

G.l. FLASHING.

FORMED IN CONTINUOS LENGTHS.

LIGHT INDUSTRIAL WITH 'GLOBAL

COAT' FINISH TO 1 SIDE.SUPPLIED

CARE

Scale 1:100

NDA

I 74o I -- ----

ii!,_ LJ i'l ;;;

E -- ---- ---- 01



SPECIAUSTS

Wl3 STORE REFERENCE

BAKE

WITH CONCEALED BRACKETS-

ALL TO SUPPLIERS

SPECIFICATION.

100 x 75mm RECTANGULAR

FLUTED ALUMINIUM DOWNPIPE---,

WITH PRE-PAINTED ALUMINIUM

STRAPS AT IOOOMM CENTRES,

FIXED TO WALL WITH NAIL

PLUGS

FASCIA BOARD

.-----J100P IRON STRAPS OR

GALVANISED WIRE

ANCHORS.

14mmSWWALL

PLATE.

BRANDERING AT 400MM

CENTRES.

TIMBER TRUSSES BY SPECIAList-1opo--tj

ROOF PITCH 1o• -s::r

BY GLOBAL ROOFING SOLUTIONS.

National

Development

Agency



Rlvt!l'!llde Part: x12-Tel:082 &194952

1800

iii

KLIP-LOK 700 PROFILE ROLL

SURFACE STORMWATER

SECTION Z-Z


.6.4mm "RHINOBOARD'CEILING

dgit AROHITEOTS

.KlHANNESBURG 334 Cilrtelet Estate, S)TtA nue

Broadacre112021- Tel; 011022 4042/3

DUl'. ltAN


Ourban 4001- T l:021:'168 2m

T LONDON

-- I

I

-- ----- FORMED IN CONTINUOS LENGTHS,

1000x125mm OPEN_j

CHANNEL TO ENG'S.

Scale 1:100 FIXED TO 38X50MM EX SW.

180 Ma h;trn;G:a Mhl Road

EAS


-f-

N

/ ' leoolsoolsool

;;; LIGHT INDUSTRIAL WITH 'GLOBAL----,

COAT FINISH TO 1 SIDE. SUPPLIED


DETAILS.

150mmHIGH

KLIP.LOK 700 PROFILE ROLL

FORMED IN CONTINUOS LENGTHS,

INDUSTRIAL WITH 'GLOBAL

COAT' FINISH TO ISIDE. SUPPLIED

FORMED IN CONTINUOS LENGlliS,

LIGHT INDUSTRAL Willi 'GLOBAL·

COAT' FINISH TO 1 SIDE. SUPPLIED


BRANDERING AT 400MM CENTRES.

IN.150mm HIGH


FORMED IN CONTINUOS LENGTHS.


• client

East London 5214 -Tel: 043 704 8300

F ---f-------- ---- 01


WINDOW ANODIZED ALUMINIUM WINDOW FRAME BY

SPECIAUSTS

SEAMLESS 150xl25x0.8mm

ALUMINIUM OGEE GUTTER WITH

BAKED ENAMEL FINISH FIXED

WITH CONCEALED BRACKETS -

ALL TO SUPPLIERS

SPECIFICATION.

,-----.2.25xl0mm NUTEC

FASCIA BOARD

OOP IRON STRAPS OR

_6.4mm 'RHINOBOARD'CEILING

FIXED TO 38X50MM EX SW.

BRANDERING AT 400MM

CENTRES. I TIMBER TRUSSES BY SPECIALIST.

G.l. FLASHING. BY GLOBAL ROOFING SOLUTIONS.

I '

SEAMLESS 151lx125xO.Bmm

ALUMINIUM OGEE GUTTER Willi


WITH CONCEALED BRACKETS

ALL TO SUPPLIERS

SPECIFICATION.

1

225x10mm NUTEC FASCIA BOARD

COP IRON STRAPS OR

.6.4mm 'RHINOBOARD' CEILING

FD<ED TO 38XSOMM EX SW.

BRA.NDERING AT 400mrn

CENTRES.

TIMBER TRUSSES BY SPEC LIST.

G.l. FLASHING.

.TM ER EAVES. F URETO

D 'IAIL.


BY GLOBAL ROOFING SOLUTIONS. Social Development Department

Social Development

MPUMALANGA PROVINCE

REFERENCE

WOB KITCHEN 100 x 75mm RECTANGULAR

GALVANISED WIRE

ANCHORS. ROOF PitCH 1o· 1--f-----+--- --

100x75mm RECTANGULAR GALVANISEDWIRE

ANCHORS. ROOF PITCH 10•

p d91-t -/---- ------'k-

FLUTED ALUMINIUM DOWNPIPE---,

WITH PRE-PAINTED ALUMINIUM I STRAPS AT IOOOMM CENTRES,

FIXED TO WALL WITH NAIL

fr"'l 1'1 ;:........38xl FLUTED ALUMINIUM DOWNPIPI

WITH PRE-PAINTED ALUMINIUM

I STRAPS AT IOOOMM CENTRES. -- - PROJECT:

N MPUMALANGA PLUGS

-' 1- FD<ED TO WALL WITH NAIL

PLUGS

"""et:L -- - "· •k EARLY CHILDHOOD

DEVELOPMENT CENTRE

CLASSROOM 02 ----- -- a

o,_SN;

CLASSROOM 04

01 · -· II IF----- - --------'k- "'

oln

LOCATION:

-g- -------

i'l ;;;

' ;;;

I

i'l ;;;

o-N

"§' MPUMALANGA

DRAWING TITLE:

N

G 02 DAY CARE BLOCK

PROPOSED ELEVATIONS, SECTIONS



SPECIAUSTS

IOOOxl25mmOPENf-- SECTION X-X SURFACE STORMWATER

FLOOR SLAB ON DAMP

MEMBRANE ON SOMM SAND BLINDING ON

ISOmm THICK WELL COMPACTED HARDCORE.

IOOOx125mmOPEN-' SECTION Y-Y SURFACE STORMWATER

100mm CONC. FLOOR SLAB ON DAMP PROOF

MEMBRANE ON 50MM SAND BLINDING ON

ISOmm THICK WELL COMPACTED HARDCORE.

.1000xl25mm OPEN

SURFACE STORMWATER

DATE: SCALES:

FEBRUARY 2015 1:100

DRAWN:

L.M

REFERENCE

W15 GIRLS TOILET CHANNEL TO ENG'S. Scale 1:100 DETAILS.

ON INSECTICIDE (ALDRIN I CHLORDANE OR

SIMILAR PRODUCT). CHANNEL TO ENG'S. Scale 1:100 DETAILS.


SIMILAR PRODUCD.

CHANNEL TO ENG'S.

DETAILS.

DRAWING No. REVISION

Wl6 GIRLS TOILET SUB-STRUCTURE TO ENG's SPECIFICATIONS. SUB-STRUCTURE TO ENG's SPECIFICATIONS. NDA.15.01_wd103 01

75

1r

.-0

75

1r

.-0

OCCUPATION CLASSIFICATION: A3

TI5. General Fire Perfonnance:

having a particular fire resistance.

TI07.Fire stability of strucluralelemenls or components:

Slability of slrucluralelemenls shall comply wilh lhe raquiromenls

conlslned In COLUMN 3 of TABLE 5 of 30 mlnules.

ns. lnlemal wall & partitions:

Fire resistmce of not less then 20 min. applicable.

In any building non-rombuslible matenal shall be used in

suspended ceiling.

Class 4, ftoor covenng lor G1 to comply to COLUMN 3 of TABLE 7

Class 3, ftoor covertng to feeder roules to COfTiliY to COLUMN 3 of TABLE 7 Class 1 ftoor covering to emergency

routes

TI15. Wall Finishes:

Class 4, wall finishes for G11o comply to COLUMN 3 of TABLE 8 Class 1 and 3 Wall covering to emergency and feeder Routes

TI21. Wnh of escape routes :

Minimum width of escape rou1e & stairs to be 1100 mm TABLES

TI28. Lobbies, foyers ole. :

Approved smoke control measures taken in entrance foyers.

TI29.Martirg & Signposling:

All fire fighling equipmenl, emergency routes and exils to be

marted in compliance wnh TT32.2, TI55.4 and in accolllance

wilh SAB.S.1186

TI33. Waler reliculation:

Reticulation for firo fittings shall comply with the roquiremenls

contained in rule WWS

TI34.Hose roels:

01 Hose Reel for every 500m' or part lheroof 5x30m

Fire hose reel in eccolllance with S.A.B.S.543

TI37.Portable fire exiinguishers:

1120Dm' Fire exiinguishers to comply lo COLUMN 2 of TABLE 10 11 x 4,5kg Dry Chemical Powder (DCP) or Carbon Dio de in

accordance wilh S.A.B.S. 810,889 cr 1151installed and

serviced in accoldance wilh SAB.S. 0105

TT39.Fire Stopping of Inaccessible Concealed Space: In any building

there is any inaccessible concealed space with a maximum

dimension of more than 5m such space shall be fire stopped.

TT41.Services in Structural or Separating Elements:

Any service thaipenetrates lhrough any walls and floors shall be

sealed not to penetrate such walls or floors

TT43.Air-Condtioni1g and Ventilation Systems:

Any air-ronditioning system or artificial ventilation system in

any building ohall be so designed to provenllhe dislribution of

products of combustion in lhe event of a fire in such building.

F

! !

-

Fire protection signage

Symbolic safety sign consists of: A Geometric Shape, A Colour and A Pictogram in accordance with s.a.b.s. 1186

75



infringement.


• report any discrepancies direct to the architect before commencing work. • all work to be done in accordance with the sabs 0400

I I r . I

E-2 Running Man (R) to escape route.

FORM :Square

SIZE : 150 x 150mm

COLOUR : Green Background

F-1 Fire Extinguisher.

FORM : Square

SIZE : 150x 150mm

COLOUR : White with Red Borderline

I I<

PICTOGRAME : White Figure

- TOTAL

75

E-3 General direction Arrow. (L)

FORM :Square

II COLOUR : Green Background PICTOGRAME : White Arrow

I 75

F-4 Location of Fire Fighting Equipment.

FORM : Square

PICTOGRAME : Red Fire Extinguisher

TOTAL

E-3 General direction Aoow. (R)

FORM : Square

COLOUR : Green Background

PICTOGRAME :WhiteArrow

X y

GENERAL NOTES THIS DRAWING IS NOTTO BE SCALED. FIGURE DIMENSIONS TO BE USED ALL THE TIME.



PUTIING ANY WORK CONTRACTOR TO CHECK AND VERIFY ALL LEVELS, DATUMS AND DIMENSIONS ON SITE AND SHALL REPORT ANY DISCREPANCIES OR OMISSIONS TO THIS OFFICE PRIOR TO START OF WORKS OR DURING THE CONSTRUCTION PHASE. THIS DRAWING IS TO BE READ AND UNDERSTOOD IN CONJUNCTION WITH

1r

.-0

75

SIZE : 150 x 150mm

COLOUR : White with Red Borderline

PICTOGRAME : Red Arrow

TOTAL

Fire Extinguishers to be hung on

I 23035 I

I ,=23=0 ,.!.!§. ,.!.!§. I 30

5730 5500 5500 5500

1295 3600 21:Jd 3600 I ,f 3600 15 3600 1180

DOCUMENTATION AS MAY BE APPLICABUE TO THE PROJECT PRIOR TO START OF WORKS AND ITS DURATION REPORT TO THE ARCHITECT ALL AMBIGUITIES, DISCREPANCIES, OMISSIONS, ERIRORS. DEPARTURES FROM GOOD PRACTICE DISCOVERED IN THE

BEFORE TENDERING, EXAMINE THE SITlE AND ASCERTAIN THE EXTENT AND

a in secure positions as indicated on I

I I

I

I I I

I

LOCAliON OF ALL BURIED SERVICES WHICH MAY HAVE TO BE PROTECTED, REMOVED OR RELOCATED

1r

.-0

••••••• c:{>

ARE ESCAPE ROUTE I'

\II

1m WIDE V-DRAIN APRON. \11

THE DRAWINGS AND THE CONTRACTOR SHALL WHERE REQUIRED HEREIN OR UPON REQUEST OF THE ARCHITECT/ ENGINEER FURNISH VOUCHERS TO PROVE THAT THE MATERIALS COMPLY HEREWITH

SAB.S & B.S.S. SPECIFICATION & SHALL CONFORM TO THE MINIMUM

STANDARD PREAMBLES IN THE BILL OF QUANTITIES OR, IN THE ABSENCE OF A

ARCHITECT.

THE CONTlRACTOR SHAUL NOTIFY AND OBTAIN THE APPROVAL OF THE

FIRE PROTECTION LEGEND -

WORKS UNDER THEIR RESPECTIVE JURISDICTION REQUIRNG INSPECTIONS PRIOR TO COVERING UP OR PROCEEDING WITH SUBSEQUENT WORK

30m ftre hose

reel & hydrant

30m Fire Hose Reel at 1500mm

above floor level I I I "C

I ! ! I .9

Co2 Fire • 4,5 kg Carbon Dioxide Flro Exlngulsher extinguisher

CLASSROOM

g>

Porcelain Tiles

Porcelain Tiles

g>

" SMALLER BABIES

D.C.P. ftreh• 4,5 kg Dry ChemicalPowder Rro Extinguisher ext1ngu1s er

NOTE:

Extinguisher to be mounted on 225 x 1000 x 25mm thick hardwood

backing with hook, plugged and screwed to wall Wood internal

(varnish). Prepare,Illand paint 3 coals polyurelhane matt finish

!ill r-

! -

'w=

ii 0:

-al :8

lj PARAPLEGIC area_35m'

·;;; CLASSROOM 02

i

! 0::

!

CLASSROOM 03 area_30.3m'

1l 8 ! !

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CLASSROOM 04 area_30.3m'

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NDA National

Development

Agency

ISSUED FOR INFORMATION

SHAREDCOV

OUTDOOR PLAY AREA

area 28.4m'

Porcelain Tiles

!;! architect

dgit

NELSPRUIT


.KlHANNE SBURG 334 Cilrtelet Esta te , S)TtA nue Broadacre112021- Tel; 011022 4042/3


Ourban 4001- T l:021:'168 2m

EAST L ONDON

East London 5214 -Tel: 043 704 8300

V-DRAII'l APRON.

I --- --

I

y

1m WIOE V-DRAIN APRON.

client


Social Development

MPUMALANGA PROVINCE


DEVELOPMENT CENTRE

IDA.'Y CA.RE BLOCK:

PROPOSED FIRE FLOOR PLAN Total Floor Area = 297m2

SCALE IN METRES

1 I I I 0 1 2 3 4 5

MPUMALANGA

TITLE:

DAY CARE BLOCK

PROPOSED FIRE FLOOR PLAN

SCALES:

NDA.15.01_wd104

DRAWN:

01

I

.I I

880 1200 880

2500

.

2960

1 I IIIII I 1 I"

700mmWIDEMELAMINE

WORKTOPATBOOMM

HEIGHT ABOVE

FINISHED FLOOR LEVEL

; F : ;o

"-

"'

N N

w

1

4 dgit

architect

A :

"

A

I'

2100mm High, ,

690x690mm Face brick pier. Facebrick to

architect's approval.

recast concrete




In II 1111 1111 II II II II II 1111 II II II II II II II 1111 II II II II II II II 1111 II II II II II 1111 illII II II II II J1 Ill

.60x30x2mm pre-slotted horizontal channels, in normal panel size 3950mm

wide, secured to steelposts.



infringement.


• report any discrepancies direct to the architect before commencing work. • all work to be done in accordance with the sabs 0400

---

ffi II I'-. w

----

" II II I/

w

/

•all alle fjm in•

t;

w !!l z

:;5

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PROPOSED FIR.ONT ELEVATION COROBRIK

.FACEBRICKS RRELIGHT

li.Bdll rlbtdl.) § N

.60x30x2mm pre-slotted horizontal channels, in

COROBRIK

IFACEBRICKS FIRELIGHT

Scale 1:50 .1200x900mm PURPOSE MADE

ALUMIN.FRAMED WINDOW

(NATURAL ANODISED).

---



INDUSTRIAL WITH GLOBAL

COAT' FINISH TO 1 SIDE.SUPPLIED BY GLOBAL ROOFING SOLUTIONS.

Scale 1:50

1BOili<1200mm PURPOSE MADE ALUMIN. FRAMED WINDOW

(NATURAL ANODISED).

TRAVERTINE FBX


fORMED IN CONTINUOS LENGTHS,



nonnal panel size 3950mm wide,secured to steel posts.

TRAVERTINE FBX CONCRETE

COPING STONE.


COPING STONE.

GALVANISED MILD

STEEL PEDESTRIAN

GATE TO DETAIL.

TE

TO DETAIL.

"' !\!

@)

COROBRIK IIR FACEBRICKS FIRE TRAVERTINE FBX

!\!

2100mm HIGH

690X690mm FACE BRICK

PIER. FACEBRICK TO

ARCHITECT'S

CLOSE COUPLED SUITE I

PROPOSED SIDE ELEV. Scale 1:50

PROPOSED REAR ELEVATION i00x600mm PURPOSE MADE

ALUMIN.FRAMED WINOOW

(NATURALANODISED).

APPROVAL. VAAL_ Product code 772654

TRAVERTINE FBX

w

"-

m

"gl i;'l l!ll

'0 230mm WALL. PLASTER ONE WITH 4 LEVER MORTICE

SEAMLESS 150x125x{).8mm

ALUMINIUM OGEE GUTIER WITH---,


WITH CONCEALED BRACKETS-

ALL TO SUPPLIERS

SPECIFICATION.

SUPER SISALATION

SINGLE SIDED REFLECTIVE

FOIL, LAMINATE ROOF

INSULATION.

OOP IRON STRAPS OR

GALVANISED WIRE

ANCHORS.


'ORMED IN CONTINUOS LENGTHS,

.IGHT INDUSTRIAL WITH 'GLOBAL

COAT' FINISH TO 1SIDE. SUPPLIED


TIMBER TRUSSES BY SPECIALIST.

ROOF PITCH 20•

-- r.. - J r t -100 x75mm RECTANGULAR ] 1 12x220mm FASCIA BOARD

L:FIXEDTORAFTERS.'EVERITE WITH PRE-PAINTED ALUMINIUM FLEXIT, PRESSED NUTEC

STRAPS AT IOOOMM CENTRES, CEMENr

FIXED TO WALL Wllll NAIL _ J J

fil

_J__ I ,¥ I

m

'!II! '1!1 I

61 51

7023

rr

DR

P.

I

...

PLUGS

FIXED TO 38X50MM EX SW.

BRANDERING AT 400mm

CENTRES.

""" """

National

Development Bll I

=· ol

il:l

I

+I

- - t J !:7

0

Agency

E ZE

"w'C-I_)g"'sw

l=u:l t;

g6@

o r. uJlWlJ

c.._jzo::::

Ei5i1::a EZ

5W

i

I Jl T INSIDE

SURFACE STORMWATER

CHANNEL TO ENG'S.

DETAILS.

L_1UUmm CONC.FLOOR SLAB ON DAMP PROOF

MEMBRANE ON 50MM SAND BLINDING ON

1ii0mm THICK WELL COMPACTED HARDCORE.


SIMILAR PRODUCT).

SUB-STRUCTURE TO ENG's SPECIFICATIONS.

SURFACE STORMWATER

CHANNEL TO ENG'S.

DETAILS.

ISSUED FOR INFORMATION




co:::t:Z>D..

GENERAL FIRE NOTES

ffi

.Y CONTROLLED SLIDING

y

PROPOSED SECTION A-A Scale 1:50

client

AROHITEOTS DURitAN



Ourban 4001- T l:021:'168 2m

EAST LONDON


East London 5214 -Tel: 043 704 8300

Social Development

FIRE EXTINGUISHERS TO BE HUNG

ON PURPOSE MADE BOARDS AND

LOCATED IN SECURE POSITIONS AS

INDICATED ON PLAN.

.I

DAY CARE BLOCK

PROPOSED FLOOR PLAN Total Floor Area= 15.5m2

Scale 1:50

SCALE IN METRES

I I

OUTSIDE

DRIVEWAY

PAVING

;"; 100x100mm GMS VERTICAL

POSTS ON BOTH SIDES TO

SUPPORT PEDESTRIAN

GATE.

NOTE

References to trade names are used

GENERAL NOTES THIS DRAWING IS NOT TO BE SCALED. FIGURE

DIMENSIONS TO BE USED ALL THE TIME.

CONTRACTOR IS RESPONSIBLE FOR CORRECT SETIING

OUT OF THE BUILDING, ALL EXTERNAL AND INTERNAL

WALLS WITH PARTICULAR REFERENCE TO


CONTRACTOR TO VERIFY ALL LEVELS, HEIGHTS AND

DIMENSIONS BEFORE PUTIING ANY WORK

CONTRACTOR TO CHECK AND VERIFY ALL LEVELS,

DATUMS AND DIMENSIONS ON SITE AD SHALL

REPORT ANY DISCREPANCIES OR OMISSIONS TO

THIS OFFICE PRIOR TO START OF WORKS OR DURING

THE CONSTRUCTIONPHASE. THIS DRAWING IS TO BE READ AND UNDERSTOOD IN

BEFORE TENDERING, EXAMINE THE SITE AND ASCERTAIN THE

EXTENT AND NATURE OF ALL CONDITIONS AFFECTING THE

WORK, NOT EXCLUDING THE LOCATION OF ALL BURIED SERVICES

WHICH MAY HAVE TO BE PROTECTED,REMOVED OR RELOCATED

MATERIALS SHALL BE THE BEST OF THEIR RESPECTIVE KINDS DESCRIBED

ON E DRAWINGS AND THE CONTRACTOR SHALL WHERE REQUIRED

HEREIN OR UPON REQUEST OF THE ARCHITECT/ ENGINEER FURNISH

VOUCHERS TO PROVE THATTHE MATERIALS COMPLY HEREWITH

QUALITY OF MATERIALS & WORKMANSHIP TO COMPLY WITH THE

RELEVANT SAB.S & B.S.S.SPECIFICATION & SHALL CONFORM TO THE MINIMUM STANDARD PREAMBLES IN THE BILL OF QUANTITIES

OR, IN THE ABSENCE OF A BILL OF QUANTITIES, AVAILABLE FOR

PERUSAL AT THE OFFICES OF THE ARCHITECT.

THE CONTRACTOR SHALL OTIFY AND OBTAINE APPROVAL OF

Department

Social Development

MPUMALANGA PROVINCE


DEVELOPMENT CENTRE

MPUMALANGA

TITLE:

GUARD HOUSE 0 1 2 3 4 5

yI

only to simplify detailing. Various

similar and approved products are

available for approval prior to

installation.

CONJUNCTION WITH STRUCTURAL,MECHANICA

ELECTRICAL AND/ OR ANY OTHER CONSULTANT Is DOCUMENTATION AS MAY BE APPLICABLE TO THE

PROJECT PRIOR TO START OF WORKS AND ITS DURATION

REPORT TO THE ARCHITECT ALL AMBIGUITIES, DISCREPANCIES,

THE PLANNING DEPARTMENT AND I OR THE FIRE PREVENTION

OFFICER FOR ANY WORKS UNDER THEIR RESPECTIVE JURISDICTION

REQUIRING INSPECTIONS PRIOR TO COVERING UP OR PROCEEDING

WITH SUBSEQUENT WORK

PROPOSED FLOOR PLAN, SECTION &

ELEVATIONS SCALES:

MARCH 2015 1:50

DRAWN:

ALLAN.M

OMISSIONS ,ERRORS, DEPARTURES FROM GOOD PRACTICE No. REVISION

DISCOVERED IN THE DRAWINGS

NDA.15.01_wd105 00

SECTION NO. 1 1 PRELIMINARIES - NDA

Documents

Transcript of SECTION NO. 1 1 PRELIMINARIES - NDA