Page C2.2.9 ITEM NO DESCRIPTION UNIT QUANTITY RATE AMOUNT SECTION 2 BILL NO. 2 FOUNDATIONS (PROVISIONAL) 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 execavated 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 EARTHWORKS SITE CLEARANCE ETC Site clearance 1 Digging up and removing rubbish, debris, vegetation, hedges, shrubs and trees not exceeding 200mm girth, bush, etc m 2 1000 - R 2 Stripping average 150mm thick layer of vegetable soil including carting away to a dumping site to be located by the contractor m 2 1000 - R SUB TOTAL BILL 2 CARRIED FORWARD: 0 NKOMAZI LOCAL MUNICIPALITY SCHEDULE OF QUANTITIES CONSTRUCTION OF MUNICIPAL MECHNICAL WORKSHOP
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ITEM NO DESCRIPTION UNIT QUANTITY RATE … of BILL OF... · Page C2.2.10 ITEM NO DESCRIPTION UNIT QUANTITY RATE AMOUNT EXCAVATION FILLING, ETC OTHER THAN BULK Excavation in earth
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Page C2.2.9
ITEM NO DESCRIPTION UNIT QUANTITY RATE AMOUNT
SECTION 2
BILL NO. 2
FOUNDATIONS (PROVISIONAL)
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 execavated 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
EARTHWORKS
SITE CLEARANCE ETC
Site clearance
1 Digging up and removing rubbish, debris, vegetation, hedges,
shrubs and trees not exceeding 200mm girth, bush, etc m2
1000 -R
2 Stripping average 150mm thick layer of vegetable soil including
carting away to a dumping site to be located by the contractor m2
1000 -R
SUB TOTAL BILL 2 CARRIED FORWARD:
0NKOMAZI LOCAL MUNICIPALITY
SCHEDULE OF QUANTITIES
CONSTRUCTION OF MUNICIPAL MECHNICAL WORKSHOP
Page C2.2.10
ITEM NO DESCRIPTION UNIT QUANTITY RATE AMOUNT
EXCAVATION FILLING, ETC OTHER THAN BULK
Excavation in earth not exceeding 2m deep
3 Trenches m3
100 -R
4 Trenches and holes for thickening under surface beds m3
15 -R
Extra over trench and hole excavations in earth for
excavation in :
5 Soft rock m3
25 -R
6 Hard Rock m3
2 -R
Extra over all excavations for carting away
7 Surplus material from excavations and/or stock piles on site
to a dumping site located by contractor m3
500 -R
Risk of collapse of excavations
8 Sides of trench and hole excavatons not exceeding 1,5m m2
60 -R
Keeping excavations free of water
9 Keeping excavations free of all water other than subteranean
water. Item 1 -R
Earth filling obtained from the excavations and/or prescribed
stock piles on site (not compacted)
10 Over site m3
250 -R
SUB TOTAL BILL 2 CARRIED FORWARD:
NKOMAZI LOCAL MUNICIPALITY0
SCHEDULE OF QUANTITIES
CONSTRUCTION OF MUNICIPAL MECHNICAL WORKSHOP
SUB TOTAL BILL 2 BROUGHT FORWARD
Page C2.2.11
ITEM NO DESCRIPTION UNIT QUANTITY RATE AMOUNT
0.00
Earth filling obtained from the excavations and/or prescribed
stock piles on site compacted to 93% Mod AASHTO density in
150mm layers
11 Under floors, steps, pavings, etc. m3
150 -R
12 Backfilling to trenches, holes, etc m3
50 -R
B
G5 for backfilling obtained from commercial sources
compacted to 93% Mod AASHTO density in 150 mm layers
13 Under floors, trenches, steps, pavings, etc. m3
400 -R
14 Prescribed density tests on filing
Modified AASHTO Density test (Provisional) No. 10 -R
SOIL POISONING
15 Under floors etc including forming and poisoning shallow
furrows against foundation walls, etc, filling in furrows and
ramming m2
510 -R
16 To bottoms of trenches m2
100 -R
CONCRETE
UNREINFORCED CONCRETE
15MPa/19mm concrete
17 Ramps including thickenings m3
10 -R
18 Aprons including thickenings m3
30 -R
SUB TOTAL BILL 2 CARRIED FORWARD:
NKOMAZI LOCAL MUNICIPALITY0
SCHEDULE OF QUANTITIES
CONSTRUCTION OF MUNICIPAL MECHNICAL WORKSHOP
SUB TOTAL BILL 2 BROUGHT FORWARD
Page C2.2.12
ITEM NO DESCRIPTION UNIT QUANTITY RATE AMOUNT
0.00
REINFORCED CONCRETE CAST AGAINST EXCAVATED SURFACES
25MPa/19mm concrete
19 building foundation slab m3
80 -R
CONCRETE SUNDRIES
Finishing top surfaces of concrete smooth with a wood float
20 Ramps m2
10 -R
21 Aprons m2
40 -R
FORMWORK
Rough formwork to sides
22 Edges, risers, ends and reveals not exceeding 300mm high or wide m 50 -R
MOVEMENT JOINTS, ETC
Expansion joints with softboard between vertical concrete surfaces
23 12mm joints not exceeding 300mm high m 20 -R
Expansion joints with softboard between vertical concrete
and brick surface
24 12mm joints not exceeding 300mm high m 120 -R
SUB TOTAL BILL 2 CARRIED FORWARD:
SUB TOTAL BILL 2 BROUGHT FORWARD
NKOMAZI LOCAL MUNICIPALITY0
SCHEDULE OF QUANTITIES
CONSTRUCTION OF MUNICIPAL MECHNICAL WORKSHOP
Page C2.2.13
ITEM NO DESCRIPTION UNIT QUANTITY RATE AMOUNT
MASONRY
Brickwork of NFX bricks (14 Mpa nominal compressive strngth) in
class 1 mortar
25 Half brick walls m2
2 -R
26 One Brick walls m2
50 -R
Brickwork reinforcement
27 75mm Wide reinforcement built in horizontally m 1000 -R
28 150mm Wide reinforcement built in horizontally m 1 000 -R
Internal and External Face bricks
29 Half Brick wall m2
50 -R
30 One Brick Wall m2
50 -R
Brick-on-edge header course copings, sills, etc of face bricks
pointed with recessed joints on all exposed faces (Cost price
allowance of R2 500.00/1 000 bricks)
31 Coping on top of one brick wall m 85 -R
32 Coping on top of one brick wall set sloping m
33 Coping on raking top of one brick wall m
34 230mm Wide tread to steps m
TOTAL BILL 2 CARRIED TO SUMMARY:
NKOMAZI LOCAL MUNICIPALITY0
SCHEDULE OF QUANTITIES
CONSTRUCTION OF MUNICIPAL MECHNICAL WORKSHOP
SUB TOTAL BILL 2 BROUGHT FORWARD
Page C2.2.14
ITEM NO DESCRIPTION UNIT QUANTITY RATE AMOUNT
SECTION 2
BILL NO.3
CONCRETE FORMWORK AND REINFORCEMENT
SUPPLEMENTARY PREAMBLES
Cost of tests
The cost of making, storing and testing of concrete test cubes
as required under clause 7 "Tests" of SABS 1200 G shall
include the cost of providing cube moulds necessary for the
purpose, for testing costs and for submitting reports on the tests to the architect. The testing shall be undertaken by an
independent firm or institution nominated by the contractor
to the approval of the architect. (Test cubes are measured seperately)
REINFORCED CONCRETE
25MPa/19mm concrete
35 Surface beds on waterproofing m3
80 -R
TEST BLOCKS
36
Making and testing 150 x 150 x 150mm concrete strength test cube
(Provisional) No. 20 -R
37 Formwork to provide class F1-surface finish to footings
Vertical formwork to provide:
(a) Class F1 surface finish to:
38 (i) Footings m2
30 -R
(ii) concrete for foundation slab m3 75 -R
(iii) Grano finishings m3 20 10 000.00R
STEEL REINFORCEMENT
(a) Footings
39 (ii) High-Yield stress bars t 2.5
40 (iii) Mesh Ref 193 m2 950.00
TOTAL BILL 3 CARRIED TO SUMMARY:
NKOMAZI LOCAL MUNICIPALITY0
SCHEDULE OF QUANTITIES
CONSTRUCTION OF MUNICIPAL MECHNICAL WORKSHOP
Page C2.2.15
ITEM NO DESCRIPTION UNIT QUANTITY RATE AMOUNT
SECTION 2
BILL NO.4
MASONRY
SUPPLEMENTARY PREAMBLES
BRICKWORK
Sizes in descriptions
Where sizes in desriptions are given in brick units, "one brick"
shall represent the length and "half brick" the width of a brick
Hollow walls etc
Descriptions of hollow walls shall be deemed to include leaving
every fifth perpend of the bottm course of the external skin
open as a weep hole
Walls in two skins described as "banged and sealed" shall be
deemed to include having outer face of the inner skin bagged
with 1:6 cement and sand mixture and sealed with two coats
"Brixeal" bitumen amulsion waterproofing coating.
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
SUB TOTAL BILL 4 CARRIED FORWARD
NKOMAZI LOCAL MUNICIPALITY0
SCHEDULE OF QUANTITIES
CONSTRUCTION OF MUNICIPAL MECHNICAL WORKSHOP
Page C2.2.16
ITEM NO DESCRIPTION UNIT QUANTITY RATE AMOUNT
SUPERSTRUCTURE
Brickwork of NFP bricks in class II mortar
41 half brickwall m2
250 -R
42 One brick wall m2
850 -R
BRICKWORK SUNDRIES
Brickwork reinforcement
43 75mm Wide reinforcement built in horizontally m 900 -R
44 150m Wide reinforcement built in horizontally m 500 -R
Turning pieces
45 115mm wide turning piece to lintels etc m 25 -R
46 230mm Wide turning piece to lintels etc m
Galvanised hoop iron cramps, wire ties etc
47 30 x 1.6mm Roof tie 1.5m long with one end fixed to timber
and the other end built into brickwork. No. 150 -R
FACE BRICKWORK
External face bricks pointed with recessed horizontal and vertical
joints
48 Extra over brickwork for face brickwork m2
1 000 -R
49 Extra over brickwork for brick on edge header course lintel
pointed on face and 115mm soffit m 80
SUB TOTAL BILL 4 CARRIED FORWARD
CITY OF MBOMBELA0
SCHEDULE OF QUANTITIES
57/2017CONSTRUCTION OF MUNICIPAL MECHNICAL WORKSHOP
SUB TOTAL BILL 4 BROUGHT FORWARD
Page C2.2.17
ITEM NO DESCRIPTION UNIT QUANTITY RATE AMOUNT
50 Extra over brickwork for brick on edge header course lintel
pointed on both faces and 230mm soffit m 60 -R
51 Fair raking cutting m 80 -R
Brick on edge header course copings, sills, etc of external face
bricks pointed with recessed joints on all exposed faces
52 180mm Wide sill set sloping and slightly projecting m 20 -R
Internal face bricks pointed with recessed horizontal and vertical
joints.
53 Extra over brickwork for face brickwork m2
54 115mm Wide sill set level m
TOTAL BILL 4 CARRIED FORWARD TO SUMMARY
SUB-TOTAL SECTION 2200 BROUGHT FORWARD:
NKOMAZI LOCAL MUNICIPALITY0
SCHEDULE OF QUANTITIES
CONSTRUCTION OF MUNICIPAL MECHNICAL WORKSHOP
Page C2.2.18
ITEM NO DESCRIPTION UNIT QUANTITY RATE AMOUNT
SECTION 2
BILL NO.5
WATERPROOFING
DAMP-PROOFING OF WALLS AND FLOORS
One layer of 250 micron "Consol Plastics Brikgrip DPC" or
other equal and approved embossed damp proof course
55 In Walls m2
100 -R
One layer of 375 micron "Consol Plastics Gunplas USB Green"
or other equal and approved waterproof sheeting sealed at
laps with "Gunplas Pressure Sensitive Tape"
56 Under surface beds m2
800 -R
TOTAL BILL 5 CARRIED TO SUMMARY:
NKOMAZI LOCAL MUNICIPALITY0
SCHEDULE OF QUANTITIES
CONSTRUCTION OF MUNICIPAL MECHNICAL WORKSHOP
Page C2.2.19
ITEM NO DESCRIPTION UNIT QUANTITY RATE AMOUNT
SECTION 2
BILL NO.6
ROOF COVERINGS ETC
PROFILED METAL SHEETING AND ACCESSORIES
0.6mm "IBR" Z275 spelter gavanised troughed sheet steel in
single lengths fixed to timber purlins and 0.6mm galvanised
sheet steel accessories
57 Roof covering with pitch not exceeding 15 degrees m2
1200 -R
58 Headwall Flashing m 122 -R
59 IBR Closures m 250 -R
60 Ridge capping m 80 -R
61 Steel for roof 305x102x31 m 180
62 angle iron fly bracing 50x50x50 m 500
63 Steel column 305x102x31 m 120
1,25 mm polycarbonate transluscent IBR roof sheeting
Bowed roofcovering m2
50 -R
TOTAL BILL 6 CARRIED TO SUMMARY:
NKOMAZI LOCAL MUNICIPALITY0
SCHEDULE OF QUANTITIES
CONSTRUCTION OF MUNICIPAL MECHNICAL WORKSHOP
Page C2.2.20
ITEM NO DESCRIPTION UNIT QUANTITY RATE AMOUNT
SECTION 2
BILL NO.7
CARPENTRY AND JOINERY
SUPPLEMENTARY PREAMBLES
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 fixed with hardened steel
nails or shot pins to brickwork or concrete
ROOFS, ETC
Plate nailed timber roof truss construction
The following is applicable in respect of roof trusses:
Trusses are at a maximum 1.20m centres
Roof covering are 0.5mm I.B.R on 50 x 75mm purlins at 1.2m maximum centres.
Ceilings are generall 6.4mm Rhinoboard on 38 x 38mm brandering.
All timber to be sawn softwood in accordance with V4 or M4 as defined in
SABS 563 or SABS 1245
Metal connector plates shall have a minimum yield strength of 228 Mpa and a
minimum ultimate tensile strength of 330 Mpa with hot dip galvanised finish
SUB TOTAL BILL 7 CARRIED FORWARD
NKOMAZI LOCAL MUNICIPALITY0
SCHEDULE OF QUANTITIES
CONSTRUCTION OF MUNICIPAL MECHNICAL WORKSHOP
Page C2.2.21
ITEM NO DESCRIPTION UNIT QUANTITY RATE AMOUNT
All joints to be close fitted butt joints.
Trusses shall be designed by a registered supplier of prefabricated
trusses who shall issue an Engineers Certificate upon completion of
the installation.
The dimensions in the descriptions of the trusses are nominal and
actual measurements are to be obtained on site before design or
fabrication commences.
Sawn softwood
61 38 x 114mm Wall plates m 100 -R
62 50 x 76mm Purlins m 250 -R
63 76 x 76mm Splayed purlins m 70 -R
SUB TOTAL BILL 7 CARRIED FORWARD
NKOMAZI LOCAL MUNICIPALITY0
SCHEDULE OF QUANTITIES
CONSTRUCTION OF MUNICIPAL MECHNICAL WORKSHOP
SUB TOTAL BILL 7 BROUGHT FORWARD
Page C2.2.22
ITEM NO DESCRIPTION UNIT QUANTITY RATE AMOUNT
0.00
64 Roof truss construction to detailed specialist design specification. No. 1 -R
Steel
65 305x102x31 steel for roofing m 250 -R
Sundries
66 50x50x4 angle iron fly bracing m 546 -R
67 600mm Long wrought and shaped end to 38 x 114mm sawn timber. No. 120 -R
683.2mm Diameter galvanised wire tie 600mm girth wrapped around rafter
and purlin with ends tied together. No. 240 -R
EAVES, VERGES, ETC
"Everite Flexit" or other equal and approved pressed nutec-cement
69 12 x 225mm Fascias and barge boards including galvanised steel
H-profile jointing strips m 140 -R
SUB TOTAL BILL 7 CARRIED FORWARD
NKOMAZI LOCAL MUNICIPALITY0
SCHEDULE OF QUANTITIES
CONSTRUCTION OF MUNICIPAL MECHNICAL WORKSHOP
SUB TOTAL BILL 7 BROUGHT FORWARD
Page C2.2.23
ITEM NO DESCRIPTION UNIT QUANTITY RATE AMOUNT
0.00
DOORS ETC
70 Supply and install heavy duty steel shutter doors 2400mm x 2000mm No. 3 60 000.00R
71 44mm framed and ledged double batten door 1 810x2 000 high. No. 2 -R
outside doors including heavy duty frame
72 supply and intall 44 mm Internal doors 813 x 2 032mm No. 13 -R
sapele doors including heavy duty frames.
73 Supply and install 8 panel internal doors 813 x 2 032mm with locksets m 5 -R
including heavy duty frames
74 19 x 75mm Twice Rebated surrounds plugged m 3 -R
Softboard
75 12mm Pinning boards glued to plastered walls m2
3 -R
TOTAL BILL 7 CARRIED FORWARD TO SUMMARRY:
SUB TOTAL BILL 7 BROUGHT FORWARD
NKOMAZI LOCAL MUNICIPALITY0
SCHEDULE OF QUANTITIES
CONSTRUCTION OF MUNICIPAL MECHNICAL WORKSHOP
Page C2.2.24
ITEM NO DESCRIPTION UNIT QUANTITY RATE AMOUNT
SECTION 2
BILL NO.8
CEILINGS, PARTITIONS AND ACCESS FLOORING
SUPPLEMENTARY PREAMBLES
Descriptions:
Items described as "nailed" shall be deemed to be fixed with
hardened steel nails or pins or short 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
Sawn softwood
76 38 x 38mm Hangers (Provisional) m 300
77 38 x 50mm Runners (Provisional) m 50
78 38 x 114mm Ceiling joists (Provisional) m 150
Wrought meranti
79 19mm Qudrant bead cornice nailed m 300
"Aerolite" or other equal and approved insulation
80 75mm Insulation closely fitted and laid on top of brandering
between roof timbers etc m2
150
SUB TOTAL BILL 8 CARRIED FORWARD:
NKOMAZI LOCAL MUNICIPALITY0
SCHEDULE OF QUANTITIES
CONSTRUCTION OF MUNICIPAL MECHNICAL WORKSHOP
Page C2.2.25
ITEM NO DESCRIPTION UNIT QUANTITY RATE AMOUNT
NAILED UP CEILINGS
6.4mm "Rhino" or other equal and approved gypsum
plasterboard with H-type pressed
steel jointing strips.
81
Ceilings including 38 x 38mm sawn softwood brandering at
400mm centres m2
220 0
82 Extra over ceiling for 650 x 650 mm trap door of 38 x 50 mm
wrought softwood rebated framing with one 38 x 50 mm sawn
softwood cross brander covered with ceiling board and fited flush
in opening. No. 1 0
4mm "Everite Nutec" or other equal and approved fibre-
cement boards with H-type pressed steel jointing strips.
83 Ceilings including 38 x 38mm sawn softwood brandering at
400mm centres. m2 150 Rate Only
84 Sloping ceilings including 38 x 38mm sawn softwood brandering
at 400mm centres m2 400 Rate Only
85 Extra over ceiling for 650 x 650 mm trap door of 38 x 50 mm
wrought softwood rebated framing with one 38 x 50 mm sawn
softwood cross brander covered with ceiling board and fited flush
in opening. No. 1 Rate Only
"Rhino" or other equal and approved gypsum plasterboard
cornices
86 75mm Coved cornices m 300 0
TOTAL BILL 8 CARRIED FORWARD TO SUMMARRY:
NKOMAZI LOCAL MUNICIPALITY0
SCHEDULE OF QUANTITIES
CONSTRUCTION OF MUNICIPAL MECHNICAL WORKSHOP
SUB-TOTAL BILL 8 BROUGHT FORWARD:
Page C2.2.26
ITEM NO DESCRIPTION UNIT QUANTITY RATE AMOUNT
SECTION 2
BILL NO. 9
FLOOR COVERINGS, PLASTIC LININGS, ETC
FLOOR COVERINGS
300 X 300 X 6.5mm ceramic tiles or other equal and
approved semi-flexible vinyl tiles
87 On floors m2
150 -R
88 On walls m2
50 -R
89 Skirting m 300 -R
400 x 400x 6 mm natural quartzite tiles
90 On Floor m2
35 -R
TOTAL BILL 9 CARRIED TO FORWARD TO SUMMARY:
NKOMAZI LOCAL MUNICIPALITY0
SCHEDULE OF QUANTITIES
CONSTRUCTION OF MUNICIPAL MECHNICAL WORKSHOP
Page C2.2.29
ITEM NO DESCRIPTION UNIT QUANTITY RATE AMOUNT
0.00
1.2mm Double rebated frames suitable for one brick walls
98 Frame for door 813 x 2 032mm high No. 8 -R
99 Frame for door 813 x 2 032mm high No. 3 -R
STEEL WINDOWS, DOORS, ETC
NOTE:Where so described windows shall be fitted with burglar bars
consisting of 20 x 5mm mild steel flat sections to standard NBP2
pattern welded at intersections and to window frame.
Standard residential windows with burglar bars to
opening sashes
100 Window type NE1 No. 5
102 Window type N11 No. 8
103 Concrete windows size 400x400 No. 10
SUNDRIES
White mild steel two-roll toilet roll holders No. 3 -R