Sample BQ for TNB
Short Description
for TNB work...
Description
BILL NO. 3 Item
TNB SUB STATION Description
Qty
Unit
Rate
Amount
Element 1A : Work Below Lowest Floor Finish ( All Provisional ) A
B
C
D
E
Excavate oversite to reduce level average 200mm deep commencing from formation level, get out, load and cart away from site including levelling grading and ramming bottom of excavation
73
M²
4.00
292.00
Excavate pit for footing not exceeding 1.50m deep, commencing from formation level, get out, part return, fill in, well rammed and remainder load and cart away from site
66
M³
13.20
871.20
Excavate trench for ground beam not exceeding 1.50m deep, commencing from formation level, get out, part return, fill in, well rammed and remainder load and cart away from site
8
M³
13.20
105.60
Excavate trench for cable trench not exceeding 1.50m deep, commencing from formation level, get out, part return, fill in, well rammed and remainder load and cart away from site
86
M³
13.20
1,135.20
Excavate trench for cable trough not exceeding 1.50m deep, commencing from formation level, get out, part return, fill in, well rammed and remainder load and cart away from site
1
M³
13.20
13.20
Hardcore bed as specified F
150mm Thick under floor slab
73
M²
12.54
915.42
G
150mm Thick under cable trench
58
M²
12.54
727.32
H
150mm Thick under cable trough
2
M²
12.54
25.08
Lean concrete (Grade 15) blinding as specified J
50mm Thick under footing
34
M²
13.86
471.24
K
50mm Thick under ground beam
12
M²
13.86
166.32
L
50mm Thick under floor slab
73
M²
13.86
1,011.78
M
50mm Thick under cable trench
58
M²
13.86
803.88
N
50mm Thick under cable trough
2
M²
13.86
27.72
To Collection
RM
B3/1A/1
6,565.96
BILL NO. 3 Item
TNB SUB STATION Description
Qty
Unit
Rate
Amount
Element 1A : Work Below Lowest Floor Finish (All Provisional) (Cont'd) Vibrated reinforced concrete as specified :A
Footing (Grade 30)
11
M³
239.80
2,637.80
B
Column stump (Grade 30)
1
M³
239.80
239.80
C
Ground beam (Grade 25)
6
M³
228.80
1,372.80
D
125mm Thick floor slab (Grade 25)
73
M²
28.60
2,087.80
E
125mm Thick ramp (Grade 25)
12
M²
28.60
343.20
F
150mm Thick cable trench wall (Grade 25)
125
M²
34.32
4,290.00
G
150mm Thick cable trench slab (Grade 25)
58
M²
34.32
1,990.56
H
150mm Thick cable trough wall (Grade 25)
2
M²
34.32
68.64
J
150mm Thick cable trough slab (Grade 25)
2
M²
34.32
68.64
144
Kg
3.50
504.00
91
Kg
3.50
318.50
136
Kg
3.50
476.00
401
Kg
3.50
1,403.50
367
Kg
3.50
1,284.50
Mild steel bar reinforcement as specified :Footing K
10mm Diameter bar Column Stump
L
10mm Diameter bar Ground Beam
M
10mm Diameter bar as links High tensile bar reinforcement as specified :Footing
N
12mm Diameter bar Column Stump
P
25mm Diameter bar Ground Beam
Q
16mm Diameter bar
73
Kg
3.50
255.50
R
20mm Diameter bar
330
Kg
3.50
1,155.00
S
25mm Diameter bar
178
Kg
3.50
623.00
B3/1A/2
BILL NO. 3 Item
TNB SUB STATION Description
Qty
Unit
To Collection
Rate RM
Amount 19,119.24
Element 1A : Work Below Lowest Floor Finish (All Provisional) (Cont'd) High tensile bar reinforcement as specified :- (Cont'd) Cable Trench A
10mm Diameter bar to wall
1,665
Kg
3.50
5,827.50
B
10mm Diameter bar to slab
1,508
Kg
3.50
5,278.00
Cable Trough C
10mm Diameter bar to wall
77
Kg
3.50
269.50
D
10mm Diameter bar to slab
68
Kg
3.50
238.00
One layer of fabric reinforcement as described well lapped at joints and embedded ( measured nett - no allowance for laps ) to ground slab type E
Reference No. BRC A6 to ground slab
73
M²
12.32
899.36
C
Reference No. BRC A6 to ramp
12
M²
12.32
147.84
Sawn formwork as specified : D
Sides of footing
25
M²
45.00
1,125.00
E
Sides of column stump
13
M²
45.00
585.00
F
Sides of ground beam
49
M²
45.00
2,205.00
G
Sides of cable trench wall
63
M²
45.00
2,835.00
H
Sides of cable trough wall
1
M²
45.00
45.00
J
Edge of floor slab exceeding 100mm but not exceeding 2
107
M
10.00
1,070.00
L
Edge of cable trench slab ditto
100
M
10.00
1,000.00
M
Edge of cable trough slab ditto ---------------------------------
5
M
10.00
50.00
N
Layer of polythene or other equal and approved damp proof membrane, well lapped at joints and laid on lean concrete (measured nett-no allowance made for laps) to ground slab
73
M²
2.75
200.75
Ditto; to ramp
12
M²
2.75
33.00
P
B3/1A/3
BILL NO. 3
TNB SUB STATION
Item
Description
Qty
Unit
To Collection
Rate RM
Amount 21,808.95
Element 1A : Work Below Lowest Floor Finish (All Provisional) (Cont'd) A
70mm Thick reinforced concrete cover to trenches including lifting hook, 50mm x 75mm x 6mm thick mild steel angle and 10mm diameter x 75mm long fishtailed mild steel bar to cable trenches
16
M²
77.00
1,232.00
B
Ditto; to cable trough
2
M²
77.00
154.00
C
Chequered plate cover including all necessary lifting hook and accessories
5
M²
320.00
1,600.00
D
Compacted sand filling to trenches
60
M³
55.00
3,300.00
E
Laying 'Flinkote' waterproofing to be lay to surfaces as described
186
M²
33.00
6,138.00
F
Anti termite soil treatment to be sprayed to surfaces as described and to be executed by soil treatment specialist 230mm Diameter precast concrete pipe, including all excavation, get out and part returned,150mm haunching, laying of pipes, temporary works and other accessories as required for the completion of the works to S.O.'s approval
179
M²
2.75
492.25
8
M
110.00
880.00
10
No
165.00
1,650.00
G
----------------------------------------------Soil Investigation H
Allow for mackintosh probe for soil investigation including preparing test report and endorsed by certified specialist all to Engineer's approval and Client's satisfaction
B3/1A/4
BILL NO. 3 Item
TNB SUB STATION Description
Qty
To Collection
Unit
Rate
RM
Amount
15,446.25
Element 1A : Work Below Lowest Floor Finish (All Provisional) (Cont'd)
COLLECTION B3/1A/1
6,565.96
B3/1A/2
19,119.24
B3/1A/3
21,808.95
B3/1A/4
15,446.25
B3/1A/5
BILL NO. 3 Item
TNB SUB STATION Description
Qty
To Summary
Unit
Rate
RM
B3/1A/6
Amount
62,940.40
BILL NO. 3
TNB SUB STATION
Item
Description
Qty
Unit
Rate
Amount
Element 1B : Apron And Perimeter Drain A
Excavate oversite to reduce level average 200mm deep commencing from formation level, get out, load and cart away from site including levelling grading and ramming bottom of excavation
25
M²
4.00
100.00
25
M²
6.05
151.25
25
M²
13.86
346.50
25
M²
28.60
715.00
Hardcore as specified B
100mm Thick under apron slab Lean concrete (Grade 15) blinding as specified
C
50mm Thick under apron slab Vibrated reinforced concrete (Grade 25) as specified
D
125mm Thick apron slab, laid to fall ---------------------------------------
E
Layer of steel fabric reinforcement reference No. A6 (M.S. 193) well lapped at joints and embedded in apron slab (measured nett-no allowance made for laps) Mild steel bar reinforcement as specified :-
25
M²
12.32
308.00
8mm Diameter bar
55
Kg
3.50
192.50
8mm Diameter bar as starter bar
21
Kg
3.50
73.50
94
Kg
3.50
329.00
69
M
10.00
690.00
38
M
110.00
4,180.00
7
M
110.00
770.00
25
M²
2.75
68.75
High tensile bar reinforcement as specified F
10mm Diameter bar Sawn formwork as specified
G
To edge of apron slab, exceeding 100mm and not exceeding 200mm high ----------------------------------------------
H
230mm Diameter half round cast inside concrete drain cast in 600mm length, laid to fall, bedded, jointed and pointed in cement and sand (1:3) on and including 50mm thick lean concrete as blinding, 150mm thick reinforced concrete (Grade 20) as specified bed reinforced with one layer of BRC A7(M.S. 193) including all necessary excavation, formwork, junctions and ends and disposal of surplus excavated materials from sites
J
230mm Diameter precast concrete pipe with 150mm haunching under ramp
K
Layer of polythene or other equal and approved damp proof membrane, well lapped at joints and laid on lean concrete (measured nett-no allowance made for laps) to ground slab
To Collection
RM B3/1B/7
7,924.50
BILL NO. 3 Item
TNB SUB STATION Description
Qty
Unit
Rate
Amount
Element 1B : Apron And Perimeter Drain (Cont'd) Ramp A
Excavate oversite to reduce level average 300mm deep commencing from formation level, get out, load and cart away from site including levelling grading and ramming bottom of excavation
12
M²
4.40
52.80
12
M²
6.05
72.60
12
M²
13.86
166.32
12
M²
68.64
823.68
25
Kg
3.50
87.50
Hardcore as specified B
100mm Thick under ramp slab Lean concrete (Grade 15) blinding as specified
C
50mm Thick under ramp slab Vibrated reinforced concrete (Grade 25) as specified
D
300mm Thick ramp slab, laid to fall High tensile bar reinforcement as specified
E
10mm Diameter bars Sawn formwork as specified
F
Edges of ramp slab excceding 200mm and not exceeding 300mm high
17
M
10.00
170.00
G
Extra For 15mm x 20mm fillet to form groove line
73
M
5.50
401.50
12
M²
2.75
33.00
---------------------------H
Layer of polythene or other equal and approved damp proof membrane, well lapped at joints and laid on lean concrete (measured nett-no allowance made for laps) to ground slab
B3/1B/8
BILL NO. 3 Item
TNB SUB STATION Description
Qty
To Collection
Unit
Rate RM
Amount 1,807.40
Element 1B : Apron And Perimeter Drain (Cont'd)
COLLECTION B3/1B/1
7,924.50
B3/1B/2
1,807.40
B3/1B/9
BILL NO. 3 Item
TNB SUB STATION Description
Qty
To Summary
Unit
Rate
RM
B3/1B/10
Amount
9,731.90
BILL NO. 3 Item
TNB SUB STATION Description
Qty
Unit
Rate
Amount
2
M³
228.80
457.60
0.18
M³
228.80
41.18
8
M³
228.80
1,830.40
117
Kg
3.50
409.50
10
Kg
3.50
35.00
47
Kg
3.50
164.50
680
Kg
3.50
2,380.00
57
Kg
3.50
199.50
Element 2A : Frame Vibrated reinforced concrete (Grade 25) as specified A
Column
B
Stiffener
C
Roof beam Mild steel bar reinforcement as specified Column
D
10mm Diameter bar Stiffener
E
10mm Diameter bar Roof beam
F
6mm Diameter bar High tensile bar reinforcement as specified Column
G
25mm Diameter bar Stiffener
H
25mm Diameter bar Roof beam
J
12mm Diameter bar
91
Kg
3.50
318.50
K
16mm Diameter bar
69
Kg
3.50
241.50
L
20mm Diameter bar
212
Kg
3.50
742.00
M
25mm Diameter bar
169
Kg
3.50
591.50
37
M²
40.00
1,480.00
3
M²
40.00
120.00
81
M²
40.00
3,240.00
Sawn formwork as specified O
Sides of column
P
Sides of stiffener
R
Sides and soffit of roof beam
B3/2A/11
To Summary
RM
B3/2A/12
12,251.18
BILL NO. 3 Item
TNB SUB STATION Description
Qty
Unit
Rate
Amount
Element 2B : Roof Vibrated reinforced concrete (Grade 25) as specified A
115mm Thick Overall size 400mm x 700mm gutter
22
M
60.00
1,320.00
B
115mm Thick roof slab, laid to fall
81
M²
26.62
2,156.22
19
Kg
3.50
66.50
Mild steel bar reinforcement as specified C
6mm Diameter bar to gutter High tensile bar reinforcement as specified
D
10mm Diameter bar to roof slab
900
Kg
3.50
3,150.00
E
10mm Diameter bar to gutter
362
Kg
3.50
1,267.00
84
M²
40.00
3,360.00
107
M²
40.00
4,280.00
81
M²
33.00
2,673.00
104
M²
33.00
3,432.00
11
M
27.50
302.50
Sawn formwork as specified F
Sides and soffit of roof slab
G
Sides and soffit of gutter -------------------------------------
H
Supply and lay 'Flinkote' waterproofing membrane system with and including 50mm thick concrete topping and Durafiber at 1.5 lb/cu. td. of concrete and 45 degree angle mortar coving, all in accordance to Engineer's instructions and manufacturer's recommendation, laid to fall to roof
J
Ditto to gutter Unplasticised P.V.C. rainwater downpipe with solvent cement joints in the running lengths elbows, bend, diminishing piece, plugs and the like
K
75mm Diameter pipe, fixed to brickwall
L
75mm Diameter rainwater outlet
4
NO
16.50
66.00
M
Extra For bend
4
NO
16.50
66.00
N
Extra For shoe
4
NO
16.50
66.00
B3/2B/13
To Summary
RM
B3/2B/14
22,205.22
BILL NO. 3 Item
TNB SUB STATION Description
Qty
Unit
Rate
Amount
Element 2C : External Wall
A
Precast reinforced concrete (Grade 20) lintol, reinforced with and including 4 Nos. 10mm Diameter high tensile bar reinforcement and 6mm diameter mild steel stirrups at 150mm centres including all moulds and finished fair on all exposed surfaces 150mm x 250mm lintol
5
M
44.00
220.00
90
M²
59.40
5,346.00
41
M
1.65
67.65
12
M²
55.00
660.00
250
NO
1.10
275.00
Brickwork in common clay bricks in cement and sand (1:3) mortar with an approved plasticiser reinforced with and including `EXMET' or approved equivalent expanded fabric reinforcement at every fourth course as described :B
115mm Thick brickwall Damp proof course as described (measured nett-no allowance made for laps) laid on brickwall
C
115mm wide ---------------------------
D
E
Air vest Brick ( Batu Angin ) with and vermin wire netting fixed on the outside of windows including all necessary fixing as per drawing no RB/1389/ENS/1A-17/SL-06 6mm Diameter mild steel wall bonding tie, 450mm long, one end cast in concrete and other end built into joint of brickwall (provisional)
B3/2C/15
BILL NO. 3 Item
TNB SUB STATION Description
Qty
To Summary
Unit
Rate RM
B3/2C/16
Amount 6,568.65
BILL NO. 3 Item
TNB SUB STATION Description
Qty
Unit
Rate
Amount
Element 2D : External Door External Door Supply and install the following FRP composite doors with and including anti vermin wire netting type SWG 23 mesh 10 fixed inside the doors with 100mm x 50mm x 0.5mm mild steel hot dip composite frames, and including ironmongery and other accessories for the proper installation of the works all as per manufacturer's instruction and recommendation A
B
FRP composite door overall size 1830mm x 2743mm high consisting of two equally sized leaves
1
NO
###
2,200.00
Ditto overall size 2433mm x 2743mm high ditto
2
NO
###
5,500.00
To Summary
RM B3/2D/17
7,700.00
BILL NO. 3 Item
TNB SUB STATION Description
Qty
B3/2D/18
Unit
Rate
Amount
BILL NO. 3 Item
TNB SUB STATION Description
Qty
Unit
Rate
Amount
Element 2E : Internal Wall Brickwork in common clay bricks in cement and sand (1:3) mortar with an approved plasticiser reinforced with and including `EXMET' or approved equivalent expanded fabric reinforcement at every fourth course as described :A
115mm Thick brickwall
22
M²
59.40
1,306.80
B
115mm Wide horizontal damp proof course as described (measured nett-no allowance made for laps) laid on brickwall ----------------------------
12
M
1.65
19.80
80
NO
1.10
88.00
C
6mm Diameter mild steel wall bonding tie, 450mm long, one end cast in concrete and other end built into joint of brickwall (provisional)
B3/2E/19
BILL NO. 3 Item
TNB SUB STATION Description
Qty
To Summary
Unit
Rate RM
B3/2E/20
Amount 1,414.60
BILL NO. 3 Item
TNB SUB STATION Description
Qty
Unit
Rate
Amount
Element 3A : Wall Finishes The quantities in these Bills for different types of colours and finishes are measured nett from the Drawings in accordance with the Standard Method of Measurement. The Contractor is to conform to the specified colours as instructed by the S.O. INTERNAL WALL FINISHES Cement and sand (1:6) mixed with an approved plasticiser internally as described:A
19mm Thick plaster to wall and column
171
M²
16.50
2,821.50
171
M²
11.00
1,881.00
102
M² m
16.50
1,683.00
102
M²
20.00
2,040.00
Prepare and apply three coats of distemper and two coats of 'ICI' or approved equivalent paint as described internally on:B
Plastered wall and column EXTERNAL WALL FINISHES Cement and sand (1:6) mixed with an approved plasticiser internally as described:-
C
19mm Thick plaster to wall and column Extraover for grooveline Prepare and apply three coats of snowcem, one coat of driwal and two coats of 'ICI' or approved equivalent paint as described externally on:-
D
Plastered wall and column ----------------------------------------------
E
Painting of Tenaga Nasional Berhad's logo as per drawing no. PAF174/M&E/PE-010
B3/3A/21
LS
500.00
To Summary
RM
B3/3A/22
8,925.50
BILL NO. 3 Item
TNB SUB STATION Description
Qty
Unit
Rate
Amount
Element 3B : Floor Finishes INTERNAL FLOOR FINISHES Cement and sand (1:3) screed trowelled hard and smooth as described:A
25mm Thick paving to floor
57
M²
13.20
752.40
52
M²
13.20
686.40
EXTERNAL FLOOR FINISHES Cement and sand (1:3) screed trowelled hard and smooth as described:B
25mm Thick to floor laid to fall
B3/3B/23
To Summary
RM
B3/3B/24
1,438.80
BILL NO. 3 Item
TNB SUB STATION Description
Qty
Unit
Rate
Amount
Element 3A : Ceiling Finishes INTERNAL CEILING FINISHES Cement based skim coat plaster system, trowelled smooth internally all accordance with manufacturer's specifications and instructions :A
6mm Thick to soffit of roof slab
94
M²
6.50
611.00
94
M²
11.00
1,034.00
20
M²
6.50
130.00
20
M²
11.00
220.00
Prepare and apply three coats of distemper and two coats of 'ICI' or approved equivalent paint as described internally on:B
Plastered of roof slab EXTERNAL CEILING FINISHES Cement based skim coat plaster system, trowelled smooth internally all accordance with manufacturer's specifications and instructions :-
C
6mm Thick to soffit of gutter Prepare and apply three coats of snowcem, one coat of driwal and two coats of 'ICI' or approved equivalent paint as described externally on:-
D
Plastered gutter
B3/3C/25
To Summary
RM
B3/3C/26
1,995.00
BILL NO. 3
ITEM
TNB SUB STATION
DESCRIPTION
QTY
UNIT
RATE
AMOUNT (RM)
ELEMENT 4 - EXTERNAL WORKS (WITHIN BOUNDARY) ROADWORKS A
Excavate for road commencing from formation level oversite approximately 425mm deep get out, part return fill in and ram, deposit and spread in making up levels where directed and remainder load and cart away
228
m2
5.00
1,140.00
B
Trim, grade level and consolidate sub-base of tarmac surface with an 8 ton roller
228
m2
6.50
1,482.00
C
50mm Thick sand blinding well spread, levelled consolidated with an 8 ton roller to receive crusher run
228
m2
3.00
684.00
D
300mm Thick (consolidated) crusher run aggregate spread, levelled and consolidated as described
228
m2
17.00
3,876.00
E
Apply one tack coat of approved bituminious emulsion spread evenly as described to receive premix macadam surfacing
228
m2
6.50
1,482.00
F
75 mm Thick (consolidated) layer of bituminious macadam premix comprising of 35mm thick binder course and 40mm thick wearing course spread and levelled to an even gradient and fall well rammed and consolidated as described
228
m2
30.00
6,840.00
and
FENCING AND GATES G
H
PVC coated chain fencing 1950mm high comprising of 50mm x 50mm x 6mm mild steel angle post at 3000mm centres (maximum) or at shorter spacing to suit site condition with bottom end embedded in and including 230mm x 230mm x 305mm deep mass concrete (Grade 20) footing, 50mm diamond mesh (No. 10 SWG) galvanized chain link fence, three strand of No. 10 SWG galvanized straining wire at top and bottom, 50mm x 50mm x 6mm mild steel angle corner struts with bottom end embedded in and including 230mm x 230mm x 305mm deep mass concrete (Grade 20) footing, split pins, 150mm x 100mm high concrete curb with cement plastered on both sides, including all excavation, disposal, formwork and painting posts and struts with one coat metallic primer and two coats aluminium paint all as per Engineer's Drawing no. RB1389/ENS/1A-17/E/02
76
m
71.50
5,434.00
Pair mild steel gate overall size 3600mm x 1850mm high in 2 equal leaves each size 1800mm x 1850mm high, constructed of 100mm x 40mm square hollow mild steel framing to sides and bottom infilled with 15mm x 30mm square hollow mild steel welded to steel frame including painting the whole gate with one coat metallic primer and three coat alkyd resin based paint
1
no
2,200.00
2,200.00
B3/4/1
Total Carried To Summary
RM
B3/4/1
23,138.00 #REF!
BILL NO. 3 Item
TNB SUB STATION
Summary Description
Qty
Unit
Rate
Amount
Summary
1A
Work Below Lowest Floor Finish
B3/1A/4
62,940.40
1B
Apron And Perimeter Drain
B3/1B/3
9,731.90
2A
Frame
B3/2A/1
12,251.18
2B
Roof
B3/2B/1
22,205.22
2C
External Wall
B3/2C/1
6,568.65
2D
Window And External Door
B3/2D/1
7,700.00
2E
Internal Wall
B3/2A/1
1,414.60
3A
Wall Finishes
B3/3A/1
8,925.50
3B
Floor Finishes
B3/3B/1
1,438.80
3C
Ceiling Finishes
B3/3C/1
1,995.00
4
External Works (Within Boundary)
B3/4/1
B3/29
23,138.00
TOTAL CARRIED TO FINAL SUMMARY Summary
B3/30
RM
158,309.25
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