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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
NO. DESCRIPTION UNIT QUANTITY RATE AMOUNT
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 -
Carried Forward to Summary
R -
Page 5
Brickwork reinforcement
ITEM
NO. DESCRIPTION UNIT QUANTITY RATE AMOUNT
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
Carried Forward to Summary
R -
Page 6
ITEM
NO. DESCRIPTION UNIT QUANTITY RATE AMOUNT
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 -
Carried Forward to Summary
R -
Page 7
ITEM
NO. DESCRIPTION UNIT QUANTITY RATE AMOUNT
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
Carried Forward to Summary
R -
Page 8
DOORS ETC
ITEM
NO. DESCRIPTION UNIT QUANTITY RATE AMOUNT
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
3 Design, manufacture and deliver on site, plate nailed roof truss No 1.00 - R -
construction to size 5 900 x 3 510mm overall on plan consisting of eleven double pitched trusses, each truss
4 Design, manufacture and deliver on site, plate nailed roof truss No 1.00 - R -
construction to size 6 900 x 15 300mm 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 -
Carried Forward to Summary
R -
Page 10
Rhino gypsum plasterboard cornices
ITEM
NO. DESCRIPTION UNIT QUANTITY RATE AMOUNT
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 -
Carried Forward to Summary
R -
Page 11
Dorma
ITEM
NO. DESCRIPTION UNIT QUANTITY RATE AMOUNT
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
17 AL5022-E11 150 x 150mm anodised aluminium plate with No 2.00 - R -
female symbol
18 AL5022-E14 150 x 150mm anodised aluminium plate with No 1.00 - R -
paraplegic symbol
19 AL5022-E15 150 x 150mm anodised aluminium plate with No 4.00 - R -
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 -
Carried Forward to Summary
R -
Page 13
1,2mm Robmeg rebated frames suitable for one brick walls
ALUMINIUM DOORS
ITEM
NO. DESCRIPTION UNIT QUANTITY RATE AMOUNT
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 -
Carried Forward to Summary
R -
Page 14
ITEM
NO. DESCRIPTION UNIT QUANTITY RATE AMOUNT
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
Cement plaster on brickwork
On walls
m2
202.73
-
R -
6 On narrow widths m2 13.54 - R -
Carried Forward to Summary
R -
Page 15
"Marley Extruda"
BUMPRAILS, CORNER PROTECTORS, ETC
ITEM
NO. DESCRIPTION UNIT QUANTITY RATE AMOUNT
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 -
Carried Forward to Summary
R -
Page 16
uPCV gulleys
Sumps, catchpits, inspection chambers, etc (gratings and covers elsewhere
ITEM
NO. DESCRIPTION UNIT QUANTITY RATE AMOUNT
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
Carried Forward to Summary
R -
Page 19
10,76mm High penetration resistant clear laminated safety glass
Sundries
ITEM
NO. DESCRIPTION UNIT QUANTITY RATE AMOUNT
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
-
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Carried Forward to Summary
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Page 20
Spot priming defects in pre primed surfaces with zinc chromate
ITEM
NO. DESCRIPTION UNIT QUANTITY RATE AMOUNT
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
One coat alkali resistant primer, one undercoat and two coats
m2
299.10
-
R -
2
interior quality PVA emulsion paint
On ceilings and beams
One coat alkali resistant primer, one undercoat and two coats
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 -
Carried Forward to Summary
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Page 21
ITEM
NO. DESCRIPTION Page RATE AMOUNT
1
Foundations
Page 2
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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
Carried Forward to Final Summary
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Page 22
Roadbed preparation and compaction of in-situ material in the
EARTHWORKS
Cut to spoil or stockpile from :
Stabilising agent :
ITEM
NO. DESCRIPTION UNIT QUANTITY RATE AMOUNT
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 -
Carried Forward to Summary
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Page 23
SEGMENTED PAVING
16
Brought Forward
White characters and symbols
m2
0
-
R -
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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 -
Carried Forward to Summary
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Page 24
ITEM
NO.
DESCRIPTION UNIT ACTUAL
QUANTITY
RATE TOTAL
SECTION 3
BILL NO. 2
RETAINING WALL
SITE CLEARANCE ETC
EXCAVATION, FILLING, ETC
Excavation in earth not exceeding 2m deep
1 Trenches m3 0 - R -
Extra over all excavations for carting away
2 Surplus material from excavations and/or stock piles on site to m3 0 - R -
a dumping site to be located by the contractor
Risk of collapse of excavations
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 -
Brickwork reinforcement
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
Brickwork reinforcement
12 150mm Wide reinforcement built in horizontally m 0 - R -
Cement plaster on brickwork
13 On walls m2 0 - R -
Sub-soil drainage
14 Supply, install and lay the subsoil drainange pipe m 0 - R -
Cement plaster on brickwork
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
NO. DESCRIPTION UNIT QUANTITY RATE AMOUNT
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 -
Carried Forward to Summary
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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
NO. DESCRIPTION UNIT QUANTITY RATE AMOUNT
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
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2 32 mm diameter HDPE type 4 class 16 m 18 - R -
3 40 mm diameter HDPE type 4 class 16 m 18 - R -
4 50 mm diameter HDPE type 4 class 16 m 18 - R -
5 63 mm diameter HDPE type 4 class 16 m 60 - R -
7
50 x 32 mm clamp saddle
No
2
-
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8 50 x 25 mm clamp saddle No 7 - R -
9 75 x 50 mm reducer No 1 - R -
10 40 x 32 mm reducer No 1 - R -
11 32 x 25 mm reducer No 5 - R -
12 50 x 40 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
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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
-
-
-
-
-
-
-
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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
Carried Forward to Summary
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Page 29
Concrete (25MPa/19mm)
Fabric reinforcement
Formwork
Bedding (pipes)
ITEM
NO. DESCRIPTION UNIT QUANTITY RATE AMOUNT
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
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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
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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
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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 -
Carried Forward to Summary
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Page 30
Risk of collapse of excavations
25MPa/19mm Concrete
Rough formwork to sides
High tensile steel reinforcement to structural concrete work (incl. spacers)
ITEM
NO. DESCRIPTION UNIT QUANTITY RATE AMOUNT
1
SECTION 3
BILL NO. 6
CARPORT (PROVISIONAL)
EARTHWORKS
Excavation in earth not exceeding 2m deep
Holes
m3
0
0.00
R -
2
Sides of trench and hole excavations not exceeding 1,5m deep
m2
0
0.00
R -
Extra over all excavations for carting away
3 Surplus material from excavations and/or stock piles on site to m3 0 0.00 R -
a dumping site to be located by the contractor
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 -
Carried Forward to Summary
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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
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Page 29
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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 -
Carried Forward to Final Summary
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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 -