CONSTRUCTION OF A NEW CLINIC FOR SAFCOL ......EARTHWORKS (PROVISIONAL) Site clearance Digging up and removing rubbish, debris, vegetation, hedges, m2 251.23-R - shrubs and trees not

PROVISIONAL

BILLS OF QUANTITIES

CONSTRUCTION OF A NEW CLINIC

FOR

SAFCOL - GRASKOP

AUGUST 2019

INDEX

1. PRELIMINARIES AND GENERAL 1

2. CLINIC CONSTRUCTION 2 - 21

3. EXTERNAL WORKS 22 - 31

4. PROVISIONAL SUMS 32

5. FINAL SUMMARY 33

6. ANNEXURE A

6.1 DRAWINGS

Page 3

ITEM

NO. DESCRIPTION UNIT

ACTUAL

QUANTITY RATE AMOUNT

1

SECTION NO. 1

BILL NO. 1

PRELIMINARIES

Fixed

Item

1

0%

R -

2 Value Item 1 0% R -

3 Time Item 1 0% R -

Carried Forward to Final Summary

R -

Page 2

Risk of collapse of excavations

Keeping excavations free of water

ITEM

NO. DESCRIPTION UNIT QUANTITY RATE AMOUNT

1

SECTION 2

BILL NO. 1

EARTHWORKS (PROVISIONAL)

Site clearance

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

m2

251.23

-

R -

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

2 Stripping average 150mm thick layer of top soil and stockpiling m2 251.23 - R -

on site

EXCAVATION, FILLING, ETC

3

Excavation in earth not exceeding 2m deep

Reduced levels under floors

m3

75.37

-

R -

4 Trenches m3 115.52 - R -

5

Extra over trench and hole excavations in earth for excavation in Soft rock

m3

5.78

-

R -

6 Hard rock

Extra over all excavations for carting away

m3 11.55 - R -

7

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

m3

75.37

-

R -

a dumping site to be located by the contractor

8

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

m2

284.00

-

R -

9 Keeping excavations free of all water other than subterranean water

Earth filling obtained from the excavations and/or prescribed

Item

1.00

-

R -

10

stock piles on site compacted to 93% Mod AASHTO density

Backfilling to trenches, holes, etc

m3

50.59

-

R -

Earth filling supplied by the contractor compacted to 93% Mod AASHTO

-

density

11 Under floors, steps, pavings, etc

Coarse river sand filling supplied by the contractor

m3 251.23 - R -

12

Under floors etc

Garden soil filling obtained from the excavations and/or

m3

37.68

-

R -

13

prescribed stock piles on site (not compacted) Over site

m3

125.62

-

R -

Carried Forward

R -

Page 3

25MPa/19mm concrete

High tensile steel reinforcement to structural concrete work

14

Brought Forward

SOIL POISONING

Soil insectiside

Under floors etc including forming and poisoning shallow

m2

251.23

-

R -

R -

furrows against foundation walls etc, filling in furrows and ramming

15 To bottoms of trenches

CONCRETE

m2 115.52 - R -

16

REINFORCED CONCRETE CAST AGAINST EXCAVATED SURFACE

Surface blinding under footings and bases

m3

7.10

-

R -

17

Strip footings

m3

42.60

-

R -

- 18 Bases

REINFORCEMENT

m3 1.00 - R -

19

Mild steel reinforcement to structural concrete work

8mm Diameter bars

t

1.00

-

R -

20

16mm Diameter bars

t

1.00

-

R -

21 12mm Diameter bars

MOVEMENT JOINTS, ETC

t 1.00 - R -

22

Expansion joints with softboard between vertical concrete surfaces

10mm Joints not exceeding 300mm high

BRICKWORK

m

98.89

-

R -

23

Brickwork of NFX bricks (14 MPa nominal compressive

strength) in class I mortar

One brick walls

m2

142.00

-

R -

24

Brickwork reinforcement

150mm Wide reinforcement built in horizontally

m

1136.00

-

R -

External face bricks (Prime Cost Amount R 4 500.00/1000) -

pointed with flush horizontal and vertical joints

25 Extra over brickwork for face brickwork

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

bricks (Prime Cost Amount R 4 500.00/1000) pointed with

recessed joints on all exposed faces

m2 70.46 - R -

Carried Forward to Summary

R -

Page 4

TEST BLOCKS

ITEM


1

SECTION 2

BILL NO. 2

CONCRETE, FORMWORK AND

REINFORCEMENT

REINFORCED CONCRETE

25MPa/19mm concrete

Surface beds on waterproofing

m3

25.12

-

R -

2 Ramps m3 2.25 - R -

3

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

No

10.00

-

R -

cube (Provisional)

CONCRETE SUNDRIES

4

Finishing top surfaces of concrete smooth with a steel trowel

including rounding edges to form a bullnose finish

Ramps, etc to falls (Provisional)

ROUGH FORMWORK (DEGREE OF ACCURACY II)

m2

22.50

-

R -

5

Rough formwork to sides

Edges, risers, ends and reveals not exceeding 300mm high or wide

MOVEMENT JOINTS ETC

m

22.50

-

R -

6

Expansion joints with closed cell expanded polystirene joint filler between

vertical concrete and/ or brick surfaces

10mm Joints not exceeding 300mm high or wide

REINFORCEMENT (PROVISIONAL)

m

98.89

-

R -

7

Fabric reinforcement

Type 193 fabric reinforcement in concrete surface beds, slabs, etc

m2

251.23

-

R -


R -

Page 5


ITEM


1

SECTION 2

BILL NO. 3

MASONRY

SUPERSTRUCTURE

Brickwork of NFP bricks in class II mortar

Half brick walls

m2

221.18

-

R -

2 Half brick walls in beamfilling m2 77.92 - R -

3 One brick walls m2 194.36 - R -

4 One brick walls in beamfilling m2 8.37 - R -

5

75mm Wide reinforcement built in horizontally

m

884.73

-

R -

6 150mm Wide reinforcement built in horizontally

Prestressed fabricated lintels

m 1000.70 - R -

7

110 x 75mm Lintels in lengths not exceeding 3m

m

123.00

-

R -

8 110 x 75mm Lintels in lengths exceeding 4,5m and not exceeding 6m

Galvanised hoop iron cramps, ties, etc

m 22.50 - R -

9

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

No

120.00

-

R -

other end built into brickwork

FACE BRICKWORK

External face bricks (Prime Cost Amount R 4 500.00/1000) pointed with flush

horizontal and vertical joints

10 Extra over brickwork for face brickwork m2 224.58 - R -

External brick-on-edge header course copings, sills, etc of external face bricks

(Prime Cost Amount R 4 500.00/1000) external face bricks pointed with flush

horizontal and vertical joints

11 180mm Wide sill set sloping and slightly projecting

NUTEC-CEMENT WINDOW SILLS

Natural grey sills in single lengths bedded in class I mortar including metal fixing

m 50.00 - R -

12

lugs etc

15 x 150mm Wide sills set flat and slightly projecting PAVING (Provisional)

m

30.48

-

R -

13

60mm Standard grey interlocking paving blocks laid with butt joints on 25mm thick river sand bed with sand swept into joints

Paving in herringbone bond

m2

0

-

R -

Precast concrete finished smooth on exposed surfaces including bedding,

jointing and pointing

14 Garden kerb (SABS 927 fig 7) 75 x 150mm high with 150 x 150 m 0 - R -

x 300mm unreinforced concrete haunching at back of each joint incl. excav


R -

Page 6

ITEM


1

2

SECTION 2

BILL NO. 4

WATERPROOFING

DAMP-PROOFING OF WALLS AND FLOORS

One layer of 375 micron "Consol Plastics Brikgrip DPC"

embossed damp proof course

In walls

One layer of 250 micron "Consol Plastics Gunplas USB Green"

waterproof sheeting sealed at laps with "Gunplas Pressure

Sensitive Tape"

Under surface beds

m2

m2

133.13

251.23

-

-

R -

R -


R -

Page 7

ITEM


1

SECTION 2

BILL NO. 5

ROOF COVERINGS ETC

PROFILED METAL SHEETING AND ACCESSORIES

0,6mm Corrugated Z275 spelter galvanised sheet steel with

"Globalcoat" finish on one side in single lengths fixed to timber

purlins or rails and 0,8mm galvanised sheet steel accessories

with "Globalcoat" finish on one side including covering the roof

screws with patent plastic covers

Roof covering with pitch not exceeding 25 degrees

m2

277.92

-

R -

2 Sidewall flashing 308mm girth m 12.19 - R -

3 Cover flashing 154mm girth

ROOF AND WALL INSULATION

m 12.19 - R -

4

Sisalation FR430 fire retardant aluminium foil insulation

Insulation laid taut over purlins (at approximately 1 200mm

m2

213.91

-

R -

centres) and fixed concurrent with roof covering including galvanised steel straining wires


R -

Page 8

DOORS ETC

ITEM


1

SECTION 2

BILL NO. 6

CARPENTRY AND JOINERY

Sawn softwood

38 x 114mm Wall plates

m

78.57

-

R -

2 Design, manufacture and deliver on site, plate nailed roof truss No 1.00 - R -

construction to size 6 900 x 12 700mm overall on plan consisting of eleven double pitched trusses, each truss





Sundries

5

Two coats creosote on sawn timbers

EAVES , VERGES , ETC

m2

85.00

-

R -

6

Everite Flexit pressed nutec-cement

12 x 225mm Fascias and barge boards including galvanised steel H-profile

m

80.83

-

R -

jointing strips

Semi-solid (medium duty) door leaf with 2X concealed hardwood

edges, finished in commercial veneer

7 44mm Door 813 x 2 032mm high

Solid laminated (heavy duty) door leaf finished in commercial

No 12.00 - R -

8

veneer

44mm Door 813 x 2 032mm high

No

7.00

-

R -

9

Solid slatted meranti heavy duty door leaf

44mm Door 914 x 2032mm high

FITTINGS

No

1.00

-

R -

10

Fittings to Building

Kitchen Floor cupboards 450mm wide x 900mm high complete

m

0

-

R -

11 Kitchen wall cupboards 450mm wide x 800mm high as per architect drawings m 0 - R -

12 Store wall cupboards 600mm wide x 800mm high as per architect drawings m 0 - R -

13 Staffroom lockers 450mm wide x 800mm high as per architech drawings m 0 - R -

14 Floor cupboard 450mm wide x 2 005mm high overall comprising No 0 - R -

tops, bottoms, sides, divisions, shelves, backs, filler panels, doors, ironmongery, finishes, etc all as per architect drawing (Consulting Rooms and Manager's office)

Carried Forward R -

Page 9

15

Brought Forward

Phamarcy wall shelves 600mm wide x 2005mm high as per architect

m

1.30

-

R -

R -

drawings

16 C-store wall shelves 550mm wide x 2102mm high as p[er architect drawings m 2.00 - R -

17 Store wall shelves 567mm wide x 1202mm high as p[er architect drawings m 2.78 - R -

18 Reception, Records and Phamarcy counters 870mm wide m 8.51 - R -


R -

Page 10

Rhino gypsum plasterboard cornices

ITEM


1

SECTION 2

BILL NO. 7

CEILINGS, PARTITIONS AND ACCESS FLOORING

CEILINGS ETC

Aerolite insulation

75mm Insulation closely fitted and laid on top of brandering

m2

213.91

-

R -

between roof timbers etc

NAILED UP CEILINGS

2

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

jointing strips

Ceilings including 38 x 38mm sawn softwood brandering at

m2

213.91

-

R -

400mm centres

3 Extra over ceiling for 650 x 650mm trap door of 38 x 50mm No 2.00 - R -

wrought softwood rebated framing with one 38 x 50mm sawn softwood cross brander covered with ceiling board and fitted flush in opening

4

75mm Coved cornices

m

246.02

-

R -


R -

Page 11

Dorma

ITEM


1

SECTION 2

BILL NO. 8

IRONMONGERY

HINGES, BOLTS, ETC.

Union

2 x Standard steel weld on door frame

No

19.00

-

R -

2 3 x Standard steel weld on door frame No 1.00 - R -

3

BTS80 Satin chromium plated single action floor spring hinge

No

20.00

-

R -

without stand open feature including adjustable top centre and box let into concrete

LOCKS

4

Union

D2 - QS products QS 5757J stainless steel 3 lever latch lock and deadbolt

No

12.00

-

R -

5

D3F & D3M - QS products QS 0055/5 bathroom lock with QS4410 WC

thumbturn indicator

No

4.00

-

R -

6

D4 - QS products QS 0055/5 bathroom lock with QS4409 WC thumbturn

indicator

No

1.00

-

R -

7

D6 - QS products QS 6055/1 cylinder latch and deadbolt with QS 1104SN

cylinder

No

2.00

-

R -

8

D8 - QS products QS 8535/1 narrow style latch lock with QS 1103SN cylinder

HANDLES

No 1.00 - R -

9

Dorma

QS Products "Kiruna" stainless steel tube lever handle on rose with escutcheons

No

14.00

-

R -

10 2 x QS Products QS2203/QS4486 stainless steel D-handle on plate No 5.00 - R -

11 2 x QS Products QS2201/1/ steel bolt thru D handle.

PUSH PLATES AND KICKING PLATES

No 1.00 - R -

12

Dorma

2mm Satin finished stainless steel kickplate plate size 800 x 300 high fixed

DOOR CLOSERS

No

10.00

-

R -

13

Dorma

1 x QS Products QS700 door closer

No

3.00

-

R -

LETTERS, NAMEPLATES, ETC

14 60 x 3mm Thick perspex plate with two 40mm high engraved No 15.00 - R -

and painted numerals

Carried Forward

R -

Page 12

BATHROOM FITTINGS

Stiebel Eltron

Nampak

Chairman Industries

15

Brought Forward

Union

AL5022-E06 150 x 150mm anodised aluminium plate with

No

2.00

-

R -

R -

fire extinguisher symbol

16 AL5022-E10 150 x 150mm anodised aluminium plate with No 2.00 - R -

male symbol


female symbol


paraplegic symbol


fire exit symbol

20

19mm Diameter chromium plated towel rail 600mm long

No

1.00

-

R -

including end brackets plugged

21

PTFS-S Paper towel dispenser plugged

No

15.00

-

R -

22 SDSS Soap dispenser plugged No 15.00 - R -

0935 Wall bin with lid No 15.00 - R -

23

TR2 lockable toilet roll holder plugged

No

5.00

-

R -

24

32mm Type DL2 side grab rail plugged

No

1.00

-

R -

25 32mm Type SR2 rear grab rail plugged

SUNDRIES

No 1.00 - R -

26

Union

AL8730AS door stop plugged

No

19.00

-

R -

27 AL8722AS rubber tipped hat and coat hook No 20.00 - R -


R -

Page 13

1,2mm Robmeg rebated frames suitable for one brick walls

ALUMINIUM DOORS

ITEM


1

SECTION 2

BILL NO. 9

METALWORK

PRESSED STEEL DOOR FRAMES

1,2mm Robmeg frames suitable for half brick walls

Frame for door 813 x 2 032mm high

No

19.00

-

R -

2

Frame for double door 914 x 2 032mm high

ALUMINIUM WINDOWS

No

1.00

-

R -

3

Powder coated aluminium windows

575mm x 510mm Crealco Swift 38 with top hung window

No

5.00

-

R -

4 575mm x 595mm Crealco Lazy-Z fixed louvre No 4.00 - R -

5 920mm x 2605mm Crealco Clip 44 shop front with pivot point as indicated No 4.00 - R -

6 943mm x 775mm Crealco Pivot 38 with pivot point No 2.00 - R -

7 943mm x 775mm Crealco Swift with crealco Lazy - Z fixed louvre inset panel No 3.00 - R -

8 1150mm x 1275 Crealco Swift 38 with top hung window No 10.00 - R -

9 1265mm x 775mm Crealco Swift 38 fixed panel No 1.00 - R -

10 2070mm x 425mm Crealco Swift 38 with top hung window No 2.00 - R -

11

2300mm x 2605mm Crealco Clip 44 pivot door with 90mm door jamb

No

1.00

-

R -

12 1035mm x 2085mm Crealco Clip 44 pivot door with 90mm door jamb No 1.00 - R -


R -

Page 14

ITEM


1

SECTION 2

BILL NO. 10

PLASTERING

SCREEDS

1:4 Cement plaster screeds wood floated on concrete

25mm Thick on floors and landings

GRANOLITHIC

m2

242.23

-

R -

2

Untinted granolithic on concrete

35mm Thick on floors and landings

INTERNAL PLASTER

m2

22.72

-

R -

3

Cement plaster on brickwork

On walls

m2

299.10

-

R -

4 On narrow widths

EXTERNAL PLASTER

m2 10.08 - R -

5


On walls

m2

202.73

-

R -

6 On narrow widths m2 13.54 - R -


R -

Page 15

"Marley Extruda"

BUMPRAILS, CORNER PROTECTORS, ETC

ITEM


1

SECTION 2

BILL NO. 11

TILING

WALL TILING

200 x 200 x 6mm Ceramic tiles (Prime Cost Amount

R150.00/m2) fixed with adhesive to plaster (plaster elsewhere)

On walls

m2

120.30

-

R -

. 2 On walls in isolated panels, splashbacks, etc m2 2.00 - R -

3 On narrow widths m2 1.00 - R -

4 Fair exposed cutting and fitting around pipe not exceeding 110mm internal

FLOOR TILING

No 14.00 - R -

5

2mm 'Polyflor XL Pu"homogeneous fully flexible vinyl sheeting

On floors

m2

242.23

-

R -

6 Margins and Borders 200mm wide m 226.26 - R -

7 Margins with turn-ups over coves and up against walls 400mm girth m 226.26 - R -

8 Insets 100mm wide of differing color to form "redline" demarcation

Polyflor or equal and approved self-levellimg screed material to be installed

m 226.26 - R -

9

by an approved / specialist installer (011 609 3500)

3.5mm thick suppllied and installed complete in accordance to manufacturers

printed instructions

SKIRTINGS, NOSING, ETC.

m2

242.23

-

R -

10

"Polyflor"

PC20 Polycove pvc halfround corner strip

m

226.26

-

R -

11 Extra over for PC20 Polycove pvc taper door piece No 10.00 - R -

12

MFE16 vinyl edging

POLISH, SEALERS, ETC

m

226.26

-

R -

13

Two coats wax polish

On vinyl floors

m2

242.23

-

R -

14

"701" injection moulded thermoplastic end cap

No

10.00

-

R -


R -

Page 16

uPCV gulleys

Sumps, catchpits, inspection chambers, etc (gratings and covers elsewhere

ITEM


1

SECTION 2

BILL NO. 12

PLUMBING AND DRAINAGE (PROVISIONAL)

STORMWATER DRAINAGE

Class 4 uPVC pressure pipes

110mm Pipes laid in and including trenches not exceeding 1m deep

m

72.00

-

R -

2 110mm Pipes laid in and including trenches exceeding 1m and n.e 2m deep

Extra over uPVC pipes for fittings

m 10.00 - R -

3

110mm Bend

No

12.00

-

R -

4 110mm Access double junction No 12.00 - R -

110mm Dished gulley not exceeding 750mm deep

No

3.00

-

R -

5

Inspection chamber 1 000 x 1 000mm and and n.e 750mm deep internally

RAINWATER DISPOSAL

No

2.00

-

R -

6

Seamless aluminium gutter

100 x 75mm Eaves gutters

m

6.00

-

R -

7 Extra over 100 x 75mm eaves gutter for angle No 1.00 - R -

8 Extra over 100 x 75mm eaves gutter for outlet for 125mm pipe No 1.00 - R -

9 78mm Diameter samless aluminium rainwater pipes m 4.00 - R -

10 Extra over 78mm diameter rainwater pipe for shoe No 1.00 - R -

11 Extra over 78mm diameter rainwater pipe for bend No 1.00 - R -

12 Extra over 78mm diameter rainwater pipe for eaves or plinth No 1.00 - R -

offset 600mm projection

SANITARY FITTINGS

13

Plumbcrazy Grade 304 stainless steel

FKAC0020 Frankie Sirx washtrough or equal approved

No

1.00

-

R -

14 SGLXP862 Smeg Omni dropped in double bowl sink No 1.00 - R -

Vaal

15 WF0208A Betta flair wall hung basin No 5.00 - R -

16 WHX108A Betta coral wall hung basin No 10.00 - R -

17 BE1WH9155 Betta verdi conquest wall hung wc including sit, dual flush plate

and cistern

No 4.00 - R -

Carried Forward

R -

Page 17

18

Brought Forward

LAWHPR20954 Betta verdi conquest wall hung wc including sit, dual flush plate

and cistern

WASTE UNIONS, ETC

No

1.00

-

R -

R -

19

Cobra Watertech

32mm "301CP" Basin waste union

No

15.00

-

R -

20 40mm "316CP" Bath or sink waste union

TRAPS, ETC

No 2.00 - R -

21

Marley

"TVAC9020/CH" ITD 32 x 40 chrome bottle trap

No

5.00

-

R -

22 "TVW053R" ITD 32 x 50 black reseal p-trap No 9.00 - R -

23 "GEDE002" Geberit in wall bottle trap with chrome cover plate No 1.00 - R -

24 FKPL0001 Franke spazio plumbing kit for single sink No 1.00 - R -

25 FKPL0002 Franke spazio plumbing kit for double sink

TAPS, VALVES, ETC

No 1.00 - R -

26

Brass

15mm Fullway gate valve

No

7.00

-

R -

27 22mm Fullway gate valve No 4.00 - R -

28 22mm Bibcock with hose union No 15.00 - R -

29

Cobra Watertech

15mm "059CP" Extension piece with sliding wall flange

No

2.00

-

-

R -

30 15mm "128CP Carina" underwall pattern stopcock No 10.00 - R -

31 15mm "166/041CP Carina" wall type sink mixer No 4.00 - R -

32 15mm "505-21CP" elbow action pillarcock No 10.00 - R -

33 15mm 111CP Pillartap No 5.00 - R -

34 15mm "232/350CP" angle regulating valve with no service connection No 15.00 - R -

35 PB1.10RB vacuum breaker No 2.00 - R -

SANITARY PLUMBING uPVC pipes

36 50mm Pipes m 60.00 - R -

37 110mm Pipes m 10.00 - R -

Extra over uPVC pipes for fittings

37 110mm Reducer No 8.00 - R -

Carried Forward

R -

Page 18

Sundries

TESTING

38

Brought Forward

50mm Bend

No

35.00

-

R -

R -

39 50mm Junction No 5.00 - R -

40 110mm Pan connector No 7.00 - R -

41 50mm Access bend No 2.00 - R -

42 110mm Access bend No 13.00 - R -

43 50mm Access junction No 13.00 - R -

44 110mm Access Junction No 2.00 - R -

45 110mm Access bend with anti-syphon horn No 7.00 - R -

46 50mm Access reducing junction No 3.00 - R -

47 50mm "GI Two-way" vent valve No 7.00 - R -

48

Testing waste pipe system

WATER SUPPLIES

Item

1.00

-

R -

49

Class 0 copper pipes

15mm Pipes

m

70.00

-

R -

50 15mm Pipes chased into brick walls m 50.00 - R -

51 22mm Pipes m 30.00 - R -

52 22mm Pipes chased into brick walls m 48.00 - R -

53

Extra over class 0 copper pipes for capillary fittings

15mm Fittings

No

50.00

-

R -

54 22mm Fittings No 28.00 - R -

55

Copper overflow and service pipes

15mm Service pipe 500mm girth

ELECTRIC WATER HEATERS

No

8.00

-

R -

56

Kwikot

Solar SOL-250-IND (250 Litre) with 2No SOL-PANEL2. Panel

No

2.00

-

R -

mounted on the roof and hot water tank in the ceiling space

57

Testing water pipe system

FIRE APPLIANCES ETC

Item

1.00

-

R -

58

Chubb

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

No

4.00

-

R -

x 22mm thick timber backboard plugged to wall and varnished


R -

Page 19

10,76mm High penetration resistant clear laminated safety glass

Sundries

ITEM


1

SECTION 2

BILL NO. 13

GLAZING

GLAZING TO STEEL WITH PUTTY

6,38mm Normal strength clear laminated safety glass

Panes exceeding 0,1 and not exceeding 0,5m2

m2

64.40

-

R -

2

Panes exceeding 0,5m2 and not exceeding 2m2

m2

1.00

-

R -

3

150mm Diameter hole through 10,76mm safety glass

TOPS, SHELVES, DOORS, MIRRORS, ETC

6mm Silvered float glass copper backed mirrors with polished

No

1.00

-

R -

4

edges holed for and fixed with chromium plated dome capped

mirror screws with rubber buffers to plugs in brickwork or

concrete

Mirror 600 x 900mm high with four screws

No

13.00

-

R -


R -

Page 20

Spot priming defects in pre primed surfaces with zinc chromate

ITEM


1

SECTION 2

BILL NO. 14

PAINTWORK

ON FLOATED PLASTER

One coat alkali resistant primer, one undercoat and two coats

eggshell enamel paint

On internal walls


m2

299.10

-

R -

2

interior quality PVA emulsion paint

On ceilings and beams


m2

6.00

-

R -

3

eggshell enamel paint

On external walls

ON PLASTERBOARD

m2

202.73

-

R -

4

One coat primer and two coats interior quality PVA emulsion

paint

On ceilings and cornices

ON FIBRE-CEMENT

m2

459.93

-

R -

5

One coat primer and two coats interior quality acrylic PVA paint

On internal window sills not exceeding 300mm wide or girth

One coat primer and two coats exterior quality PVA emulsion

m

30.48

-

R -

6

paint

On external window sills not exceeding 300mm wide or girth

m

6.00

-

R -

7 On fascias and bargeboards

ON METAL

m2 80.83 - R -

8

primer and applying one undercoat and two coat high gloss

enamel paint on steel

On door frames

ON WOOD

m2

20.00

-

R -

9

Three coats polyurethane semi-gloss varnish

On doors

m2

34.22

-

R -


R -

Page 21

ITEM

NO. DESCRIPTION Page RATE AMOUNT

1

Foundations

Page 2

R -

R -

R -

R -

R -

R -

R -

R -

R -

R -

R -

R -

R -

R -

2 Concrete, Formwork and Reinforcement Page 4

3 Masonry Page 5

4 Waterproofing Page 6

5 Roof Covering Page 7

6 Carpentry and Joinery Page 8

7 Ceilings Page 10

8 Ironmongery Page 11

9 Metalwork Page 13

10 Plastering Page 14

11 Tiling Page 15

12 Plumbing and Drainage Page 16

13 Glazing Page 19

14 Paintwork Page 20


R -

Page 22

Roadbed preparation and compaction of in-situ material in the

EARTHWORKS

Cut to spoil or stockpile from :

Stabilising agent :

ITEM


1

SECTION 3

BILL NO. 1

ROADWORKS - PROVISIONAL

Removal of topsoil from areas designated for roads and streets

m3

0

-

R -

to a depth of 150mm, and spoil. -

2 Removal, haulage and spreading of topsoil to areas designated m3 0 - R -

for roads and streets to a depth of 150mm, and spoil.

TREATMENT OF ROADBED

3

travelled way, including in-situ preparation

of wearing course and selected layer, to :

Minimum of 93% of mod AASHTO density

m3

0

-

R -

4

Cut to fill compacted to 93% of mod AASHTO density

m3

0

-

R -

5 Borrow to fill, compacted to 93% of mod AASHTO density

Lower selected layer, compacted to 93 % of mod AASHTO

m3 0 - R -

6

density

From borrow

m3

0

-

R -

7

Soft excavation

m3

0

-

R -

8 Intermediate excavation m3 0 - R -

9 Hard excavation

SUBBASE

m3 0 - R -

10

Construct the subbase course with material from designated

borrow areas, compacted to 96% of mod AASHTO density

Gravel subbase (C4 material) in layers not exceeding 200mm

m3

0

-

R -

thickness

11 Process subbase material by means of stabilisation m3 0 - R -

12

Portland cement

t

0

-

R -

13 Long overhaul (truck haul)

ANCILLARY ROADWORKS

m3.km 0 - R -

14

Roadmarkings : Non reflectorised paint applied at a nominal rate of 0,42 litre/m2 :

White lines (broken or unbroken) 100mm wide

km

0

-

R -

15 Yellow lines (broken or unbroken) 100mm wide km 0 - R -


R -

Page 23

SEGMENTED PAVING

16

Brought Forward

White characters and symbols

m2

0

-

R -

R -

17 Yellow characters and symbols m2 0 - R -

18 Setting out and pre-marking of lines (excluding traffic island km 0 - R -

markings, characters and symbols)

19

Supply and lay 60mm Grey interlocking paving

m2

0

-

R -

including 20mm sand bedding.

20 Approved herbicide and ant poison under paving m2 0 - R -

21 Other special test requested by the engineer Item 0 - R -

22 Profit on last Item 0 - R -

23 Providing testing equiptment Item 0 - R -


R -

Page 24

ITEM

NO.

DESCRIPTION UNIT ACTUAL

QUANTITY

RATE TOTAL

SECTION 3

BILL NO. 2

RETAINING WALL

SITE CLEARANCE ETC

EXCAVATION, FILLING, ETC


1 Trenches m3 0 - R -


2 Surplus material from excavations and/or stock piles on site to m3 0 - R -



3 Sides of trench and hole excavations not exceeding 1,5m deep m2 0 - R -

Keeping excavations free of water

4 Keeping excavations free of all water other than subterranean water Item 0 - R -

Earth filling obtained from the excavations and/or prescribed

stock piles on site compacted to 93% Mod AASHTO density

5 Backfilling to trenches, holes, etc m3 0 - R -

SOIL POISONING

Soil insectiside

6 To bottoms and sides of trenches m2 0 - R -

CONCRETE

UNREINFORCED CONCRETE CAST AGAINST EXCAVATED

SURFACES

25MPa/19mm concrete

7 Strip footings m3 0 - R -

TEST BLOCKS

8 Making and testing 150 x 150 x 150mm concrete strenght test No 0 - R -

cube (Provisional)

SUBSTRUCTURE

Brickwork of NFX bricks (14 MPa nominal compressive

strength) in class I mortar

9 One brick walls m2 0 - R -


10 150mm Wide reinforcement built in horizontally m 0 - R -

Carried Forward to Summary R -

Page 25

Brought Forward R -

SUPERSTRUCTURE

Brickwork of NFP bricks in class II mortar

11 One brick walls m2 0 - R -

BRICKWORK SUNDRIES


12 150mm Wide reinforcement built in horizontally m 0 - R -


13 On walls m2 0 - R -

Sub-soil drainage

14 Supply, install and lay the subsoil drainange pipe m 0 - R -


15 On retaining walls m2 0 - R -

Carried Forward to Summary R -

Page 26

Construct inlets and outlet head walls as per drawing

Concrete

PITCHING

ITEM


1

SECTION 3

BILL NO. 3

STORMWATER DRAINAGE - PROVISIONAL

KERBING, CHANNELING & EDGE STRIPS

Kerbing and edging based on drawing no.

2 Half battered kerb (figure 3) m 0 - R -

3 Rectangular edging (figure 10)

STORMWATER DRAINAGE

m 0 - R -

4

Stormwater drains and channels as per drawing

(a) Open stormwater drainage channel

Inlet, outlet, transition and similiar structures

m

0

-

R -

5

Concrete

Class 25/19 to stormwater channels

STORMWATER CULVERTS

m3

0

-

R -

6

Supply, handle, lay and bed concrete pipe culverts, interlocking

joint, on Class C bedding

450 mm diameter class 100C

m

0

-

R -

7

Inlets and outlets head walls

No

0

-

R -

8

Class 30/19 inlets and outlets head walls

m3

0

-

R -

9

Stone pitching to sides of embankment

m2

0

-

R -


R -

Page 27

Extra over HDPE pipes for compression fittings -

Extra over HDPE pipes for testing pipeline including fittings, connections and hydrants

Supply and fix steel pipe specials including coating and painting

ITEM


1

SECTION 3

BILL NO. 4

WATER SUPPLY - PROVISIONAL

PIPEWORK

Supply, lay, joint, bed on class C bedding complete with

couplings, test and disinfect water supply mains to SABS 966

25 mm diameter HDPE type 4 class 16

m

6

-

R -

2 32 mm diameter HDPE type 4 class 16 m 18 - R -




7

50 x 32 mm clamp saddle

No

2

-

R -

8 50 x 25 mm clamp saddle No 7 - R -

9 75 x 50 mm reducer No 1 - R -




13 25 mm diameter equal tee class 12 MPa No 4 - R -

14 32 mm diameter equal tee class 12 MPa No 1 - R -

15

HDPE type 4 class 16 pipes not exceeding 63 mm diameter

km

1

-

R -

16

Medium duty steel pipe specials as directed by the Engineer on site

VALVE CHAMBERS

Item

1

-

R -

17

Construct valve chambers complete with cover frame, locking

device (where required) including excvations, backfilling, etc

Gate valve chamber as per drawing

No

2

-

R -

18 Water meter chamber as per drawing No 2 - R -

19 Chamber locking mechanism as per drawing

VALVES

No 4 - R -

20

Class 16 flanged resilient gate valves for 1600 kPA working pressure as per drawing

50 mm dia

No

2

-

R -

21 80 mm dia No 1 - R -

Carried Forward

R -

Page 28

22

23

24

25

26

27

28

Brought Forward

WATER METERS

Supply and install 30m^3hour working pressure 2000 kPa

No

No

No

No

No

No

No

1

1

1

1

1

2

2

-

-

-

-

-

-

-

R -

R -

R -

R -

R -

R -

R -

R -

water meter on 75mm HDPE pipe complete including fittings as drawing

per drawing

50 mm diameter

SUNDRIES

Anchor/Thrust blocks as detailed by Contractor's design engineer

Concrete class 15/19 for thrust blocks not exceeding 0.5m

Concrete class 15/19 for thrust blocks exceeding 0.5m not exceeding 1m

Marker posts

Supply, deliver, paint and install precast concrete marker posts as drawing

Chubb or similiar approved

Fire hydrant including fittings

TANK STAND AND WATER TANK

Supply, deliver to site and install complete as per Engineers' detail

4.5m High water tank stand complete

10 000L water tank


R -

Page 29

Concrete (25MPa/19mm)

Fabric reinforcement

Formwork

Bedding (pipes)

ITEM


1

SECTION 3

BILL NO. 5

SEWER - PROVISIONAL

PIPEWORK

Supply, lay, joint, bed and test structured wall uPVC sewers,

mainlite or similar approved, with spigot and socketed

compression joints in accordance with SABS 966

50 mm dia drain pipes

m

0

-

R -

2 110 mm dia on class A bedding

MANHOLES

m 0 - R -

3

Manholes as per drawing complete with concrete cover and frame and for the following depths

up to 1,5 m in depth

SEPTIC TANK and FRENCH DRAIN

No

0

-

R -

4

Excavate in all material and use for backfil or dispose, as ordered

For Septic Tank

m3

0

-

R -

5 For French Drain m3 0 - R -

6

Septic Tank Floor and Cover

m3

0

-

R -

7

Type 193 fabric reinforcement in concrete surface beds, slabs, etc

m2

0

-

R -

8

Septic tank floor and cover

m2

0

-

R -

9 230mm brickwall including brickface every 3rd layer m2 0 - R -

10 115mm brickwall including brickface every 3rd later m2 0 - R -

11 Plaster 15mm minimum thickness m2 0 - R -

12 All fittings and pipework as indicated on the drawings item 0 - R -

13

Prepare bedding 100mm thick

m

0

-

R -

14 Place blanket 200mm thick over pipe from excavated material m 0 - R -

15 Import material for bedding and selected backfill m3 0 - R -


R -

Page 30


25MPa/19mm Concrete

Rough formwork to sides

High tensile steel reinforcement to structural concrete work (incl. spacers)

ITEM


1

SECTION 3

BILL NO. 6

CARPORT (PROVISIONAL)

EARTHWORKS


Holes

m3

0

0.00

R -

2

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

m2

0

0.00

R -


3 Surplus material from excavations and/or stock piles on site to m3 0 0.00 R -


Earth filling obtained from the excavations and/or prescribed stock piles on site

4

compared to mod AASHTO density

In trenches, holes, etc.

m3

0

0.00

R -

5

Bases

m3

0

0.00

R -

6 Columns in foundations (Provisional) m3 0 0.00 R -

7

Rectangular stub columns in foundations (Provisional)

m2

0

0.00

R -

8

12mm Diameter bars

The following in 2 No. 7500 x 5000mm pre-fabricated shadeport trebble unit

t

0

0.00

R -

9

constructed of tubular mild steel welded and bolted frame

350 x 350 x 6mm Baseplate to columns

No

0

0.00

R -

10 End cap to 219mm diameter steel column No 0 0.00 R -

11 80 x 80 x 6mm Flat section bracket No 0 0.00 R -

12 219mm Diameter 3mm thick, hollow section steel column kg 0 0.00 R -

13 60mm Diameter 2mm thick, hollow section beam kg 0 0.00 R -

14 51mm Diameter 2mm thick, hollow section support kg 0 0.00 R -

15 48mm Diameter 2mm thick, hollow section arched purlin kg 0 0.00 R -

16 38mm Diameter 2mm thick, hollow section purlin support

0,6mm Corrugated Z275 spelter galvanised sheet steel with "Globalcoat" finish on one

side in single lengths fixed to timber purlins or rails and 0,8mm galvanised sheet steel

kg 0 0.00 R -

17

accessories with "Globalcoat" finish on one side including covering the roof screws with

patent plastic covers

Roof covering with pitch not exceeding 25 degrees

m2

0

-

R -


R -

Page 31

ITEM DESCRIPTION PAGE PAGE RATE AMOUNT

SECTION NO. 3 - SUMMARY

Bill No. 1 - Roadworks

Bill No. 2 - Retaining wall

Bill No. 3 - Stormwater Drainage

Bill No. 4 - Water Supply

Bill No. 5 - Sewer

Bill No. 6 - Carports

Page 22

Page 24

Page 26

Page 27

Page 29

Page 30

R -

R -

R -

R -

R -

R -


R -

Page 32

Electrical Installation

Mechanical Installation

Fire Rational

ITEM

NO. DESCRIPTION UNIT

ACTUAL

QUANTITY RATE

AMOUNT

1

SECTION 4

BILL NO. 1

PROVISIONAL SUMS FOR NOMINATED / SELECTED

Electrical Upgrade

Provide the amount of R50,000.00 ( fifty thousand rand)

Item

0

-

-

for electrical upgrade

2 Profit Item % R -

3 Allow for general attendance Item % R -

4

Provide the amount of R80,000.00 (Eighty Thousand Rand)

Item

1

-

80 000.00-

for electrical installation

5 Profit Item 1 % R -

6 Allow for general attendance Item 1 % R -

7

Provide the amount of R70,000.00 (Seventy Thousand rand) for 11 x Split Air-

condition units at R7,450-00 / unit.

Item

1

70 000.00-

8 Profit Item 1 %

R -

9 Allow for general attendance Item 1 % R -

10

Provide the amount of R30,000.00 (thirty thousand rand) for fire rational including

fire hydrants

Item

1

-

30 000.00-

11 Profit Item 1 %

R -

12 Allow for general attendance Item 1 %

R -


-

Page 33

Community Liason Officer

ITEM

NO. DESCRIPTION AMOUNT

1

Preliminaries

R -

R -

R -

R -

2 Clinic Construction

3 External Works

4 Provisional Sums

Sub Total (A) R -

5

Contingencies

Allow the sum of R20 000.00 (Twenty thousand Rand)

for contingencies to be used for any work not indicated in the BoQ, but BoQ

For the work needed in the construction Of Graskop Clinic Item 1 - 20 000.00-

6

Provide the amount of R15,000.00 (fifteen Thousand Rand) for the

appointment of CLO

Item

1

-

15 000.00-

Sub Total

R

-

7

Add value added tax @ 15%

VAT

15

R -

Carried to Form of Tender R -

Documents

CONSTRUCTION OF A NEW CLINIC FOR SAFCOL ......EARTHWORKS (PROVISIONAL) Site clearance Digging up and removing rubbish, debris, vegetation, hedges, m2 251.23-R - shrubs and trees not