SECTION B1 - HOSTEL ELEMENT NO.
ELEMENT
FROM PAGE NO.
AMOUNT (RM)
SUMMARY 1
W ORK BELOW LOWEST FLOOR FINISH
B1/1/4
1 8 1 , 3 1 3 .1 0
2
APRON AND PERIMETER DRAIN
B1/2/2
4 0 , 4 3 0 .0 0
3
FRAME
B1/3/3
1 9 5 ,0 9 4 .1 3
4
UPPERFLOOR
B1/4/1
7 1 , 8 7 4 .5 4
5
STAIRCASE AND STEP
B1/5/5
1 7 ,5 8 7 .3 0
6
ROOF
B1/6/2
1 2 5 , 9 9 1 .0 0
7
EXTERNAL W ALL
B1/7/1
3 8 ,2 2 4 . 0 0
8
INTERNAL W ALL AND PARTITION
B1/8/1
4 7 ,4 5 3 .0 0
9
DOOR AND IRONMONGERY
B1/9/4
7 7 ,0 9 9 . 0 0
10
W INDOW
B1/10/4
1 0 0 ,2 5 1 . 0 0
11
EXTERNAL FINISHES
B1/11/1
1 6 , 5 9 9 .0 0
12
INTERNAL FLOOR FINISHES
B1/12/1
3 2 ,6 5 4 .9 0
13
INTERNAL W ALL FINISHES
B1/13/1
6 1 ,4 0 4 .0 0
14
INTERNAL CEILING FINISHES
B1/14/1
3 7 , 0 8 0 .0 0
15
SANITARY FITTINGS AND ACCESSORIES
B1/15/3
7 ,0 4 4 . 0 0
TOTAL HOSTEL FOR
SECTION B1- HOSTEL TOTAL CARRIED TO SUMMARY OF TENDER
1 BLOCK
1,050,098.96
1,050,098.96
SECTION B1 - HOSTEL ITEM NO.
DESCRIPTION
UNIT
QTY
RATE
AMOUNT (RM/SEN)
ELEMENT NO. 1 - WORK BELOW LOWEST FLOOR FINISH Exca Excava vate te comm commen enci cing ng from from form format atio ion n leve levels ls and and get get out, out, part part ret return, urn, fill ill in and and ram ram and and depo deposi sitt and and spread in making up levels where directed and remainder load and cart away from site :A
Oversite to reduce level 300mm average depth.
M2
688
3.00
2,064.00
B
Pit for pile cap not exceeding 1.50m deep.
M3
311
8.00
2,488.00
C
Ditto, ground beam, ditto. ____________________________
M3
45
8.00
360.00
D
150m 150mm m Thick hick bed bed of hard hardco core re cons consis istting ing of hard hard dry, broke oken bricks or stone spread and levelled, well rammed, consolidated and compacted to receive sand blinding (measured separately).
M2
632
6.00
3,792.00
Ditto, under strip footing.
M2
357
6.00
2,142.00
50mm 50mm Thick hick blin blindi ding ng spre spread ad and and lev levelle elled d unde underr ground slab.
M2
632
12.00
7,584.00
G
Ditto under pad footing.
M2
27
12.00
324.00
H
Ditto under ground beam.
M2
111
12.00
1,332.00
E
Lean concrete Grade 15 as described :F
Vibrated reinforced described in :-
concrete
Grade
35
as
J
Pad footing.
M3
77
310.00
23,870.00
K
Column stump (provisional).
M3
9
310.00
2,790.00
L
Ground beam.
M3
56
310.00
17,360.00
M
150mm Thick ground slab.
M2
603
46.50
28,039.50
TO COLLECTION :
92,145.50
SECTION B1 - HOSTEL ITEM NO.
DESCRIPTION
UNIT
QTY
RATE
AMOUNT (RM/SEN)
ELEMENT NO. 1 - WORK BELOW LOWEST FLOOR FINISH Exca Excava vate te comm commen enci cing ng from from form format atio ion n leve levels ls and and get get out, out, part part ret return, urn, fill ill in and and ram ram and and depo deposi sitt and and spread in making up levels where directed and remainder load and cart away from site :A
Oversite to reduce level 300mm average depth.
M2
688
3.00
2,064.00
B
Pit for pile cap not exceeding 1.50m deep.
M3
311
8.00
2,488.00
C
Ditto, ground beam, ditto. ____________________________
M3
45
8.00
360.00
D
150m 150mm m Thick hick bed bed of hard hardco core re cons consis istting ing of hard hard dry, broke oken bricks or stone spread and levelled, well rammed, consolidated and compacted to receive sand blinding (measured separately).
M2
632
6.00
3,792.00
Ditto, under strip footing.
M2
357
6.00
2,142.00
50mm 50mm Thick hick blin blindi ding ng spre spread ad and and lev levelle elled d unde underr ground slab.
M2
632
12.00
7,584.00
G
Ditto under pad footing.
M2
27
12.00
324.00
H
Ditto under ground beam.
M2
111
12.00
1,332.00
E
Lean concrete Grade 15 as described :F
Vibrated reinforced described in :-
concrete
Grade
35
as
J
Pad footing.
M3
77
310.00
23,870.00
K
Column stump (provisional).
M3
9
310.00
2,790.00
L
Ground beam.
M3
56
310.00
17,360.00
M
150mm Thick ground slab.
M2
603
46.50
28,039.50
TO COLLECTION :
92,145.50
SECTION B1 - HOSTEL ITEM NO.
DESCRIPTION
UNIT
QTY
RATE
AMOUNT (RM/SEN)
ELEMENT NO. 1 - WORK BELOW LOWEST FLOOR FINISH (Cont'd) High tensile rod reinforcement to B.S 4449 as described :In pad footing A
25mm Diameter rod.
KG
2,046
3.20
6,547.20
B
16mm Ditto
KG
4,887
3.20
15,638.40
C
12mm Ditto.
KG
1,076
3.20
3,443.20
In column stump (provisional). D
25mm Diameter rod.
KG
562
3.20
1,798.40
E
20mm Ditto
KG
428
3.20
1,369.60
F
16mm Ditto
KG
425
3.20
1,360.00
In ground beam. G
25mm Diameter rod.
KG
1,391
3.20
4,451.20
H
20mm Ditto.
KG
1,096
3.20
3,507.20
J
16mm Ditto.
KG
1,297
3.20
4,150.40
K
12mm Ditto.
KG
1,536
3.20
4,915.20
L
10mm Ditto.
KG
230
3.20
736.00
KG
182
3.20
582.40
Mild steel rod reinforcement to B.S 4449 as described :In pad footing. M
10mm Diameter rod as links. In column stump (provisional).
N
12mm Diameter rod as links.
KG
24
3.20
76.80
P
10mm Ditto.
KG
252
3.20
806.40
KG
2,391
3.20
7,651.20
In ground beam. Q
10mm Diameter rod as stirrups.
TO COLLECTION :
57,033.60
SECTION B1 - HOSTEL ITEM NO.
DESCRIPTION
UNIT
QTY
RATE
AMOUNT (RM/SEN)
ELEMENT NO. 1 - WORK BELOW LOWEST FLOOR FINISH (Cont'd)
Sawn formwork as described :A
To sides of pad footing.
M2
117
27.00
3,159.00
B
To side of column stump (provisional).
M2
99
27.00
2,673.00
C
Ditto of ground beam.
M2
497
27.00
13,419.00
Sing Single le lay layer of stee steell fabr fabric ic rein reinfo forc rcem emen entt to B.S. B.S. 4483 (BMC Ref. No. A7 - weighing not less than 3.02 3.02kg kg/m /m2) 2) as desc descri ribe bed d well well lapp lapped ed at join joints ts and and emb mbe edded in con concrete ete bed (measu asured nett - no allowance made for laps).
M2
603
12.00
7,236.00
A layer of 0.25mm thick heavy duty polythene shee sheett damp damp proo prooff memb membra rane ne laid laid unde underr conc concre rete te bed (measured separately).
M2
59
3.00
177.00
Supply and lay approved waterproofing membrane as described all to manufacturer's instruction and recommendation and S.O.'s approval.
M2
59
25.00
1,475.00
100m 100mm m x 12mm 12mm Thick hick appr approv oved ed expa expans nsio ion n join jointt cove covere red d with with bitu bitumi mino nous us comp compou ound nd as desc descri ribe bed d to floor slab. (Provisional)
M
37
15.00
555.00
Allow for preparing and applying "2 Stage" preconstruction anti-termite treatment to be carried out by an approved soil treatment specialist including preparation of surface to receive treatment, working progressively to accommodate to construction works.
ITEM
____________________________ D
E
F
G
H
TO COLLECTION :
-
-
3,440.00
32,134.00
SECTION B1 - HOSTEL ITEM NO.
DESCRIPTION
AMOUNT (RM/SEN)
UNIT
QTY
RATE
Page No. B1/1/1
-
-
-
92,145.50
Page No. B1/1/2
-
-
-
57,033.60
Page No. B1/1/3
-
-
-
32,134.00
ELEMENT NO. 1 - WORK BELOW LOWEST FLOOR FINISH (Cont'd)
COLLECTION :
ELEMENT NO. 1 - WORK BELOW LOWEST FLOOR FINISH CARRIED TO SUMMARY
181,313.10
SECTION B1 - HOSTEL ITEM NO.
DESCRIPTION
UNIT
QTY
RATE
AMOUNT (RM/SEN)
ELEMENT NO. 2 - APRON AND PERIMETER DRAIN (ALL PROVISIONAL) Excavate commencing from formation levels and get out, part return, fill in and ram and deposit and spread in making up levels where directed and remainder load and cart away from site :A
Oversite to reduce level 300mm average depth.
M2
174
3.00
522.00
B
150mm Thick bed of hardcore consisting of hard dry, broken bricks or stone spread and levelled, well rammed, consolidated and compacted to receive sand blinding (measured separately).
M2
174
6.00
1,044.00
50mm Thick blinding concrete spread and levelled under apron slab.
M2
174
12.00
2,088.00
Ditto,under drain base.
M2
124
12.00
1,488.00
Lean concrete Grade 15 as described :C
D
Reinforced concrete Grade 25 as described in :E
100mm Thick apron slab.
M2
174
28.50
4,959.00
F
150mm Thick under drain base. _________________________
M2
124
42.75
5,301.00
G
Layer of steel fabric reinforcement to B.S. 4483 (BRC Ref. No. A7 - weighing not less than 3.02kg/m2) as described well lapped at joints and embedded in apron slab (measured nett - no allowance made for laps).
M2
174
12.00
2,088.00
Ditto,under drain base.
M2
124
12.00
1,488.00
H
Sawn formwork as described :J
To edge of concrete not exceeding 100mm high.
M
159
6.00
954.00
K
To side of drain base.
M2
159
27.00
4,293.00
TO COLLECTION :
24,225.00
SECTION B1 - HOSTEL ITEM NO.
DESCRIPTION
UNIT
QTY
RATE
AMOUNT (RM/SEN)
ELEMENT NO. 2 - APRON AND PERIMETER DRAIN (ALL PROVISIONAL) (Cont'd)
250mm Diameter precast concrete (1:2:4 - 20mm aggregate) as described half round surface water channel drain with minimum 20mm thick sides and bottom, cast in suitable lengths, finished fair on exposed surfaces, bedded, jointed and pointed in cement mortar (1:3) on and including plain concrete (1:3:6 - 38mm aggregate) as described base minimum 125mm thick both sides raised with half brickwalls in cement mortar (1:3) and plain concrete (1:3:6 - 38mm aggregate) as described upstands 110mm wide x 75mm high, rendered on exposed surfaces with 20mm thick cement and sand (1:3) trowelled finished, including all necessary excavation, formwork, junctions, ends and disposal of surplus excavated materials from site :A
Average 450mm deep perimeter drain.
B
50mm Thick x 400mm wide x 600mm long removable precast concrete cover.
M
159
35.00
5,565.00
NO
266
40.00
10,640.00
TO COLLECTION :
16,205.00
COLLECTION : Page No. B1/2/1
-
-
-
24,225.00
Page No. B1/2/2
-
-
-
16,205.00
ELEMENT NO. 2 - APRON AND PERIMETER DRAIN CARRIED TO SUMMARY
40,430.00
SECTION B1 - HOSTEL ITEM NO.
DESCRIPTION
UNIT
QTY
RATE
AMOUNT (RM/SEN)
ELEMENT NO. 3 - FRAME Vibrated reinforced described in :-
concrete
Grade
25
as
A
Column
M3
45
260.00
11,700.00
B
Suspended beam.
M3
80
260.00
20,800.00
C
Roof beam.
M3
65
260.00
16,900.00
D
R.C plinth
M3
4
260.00
1,040.00
High tensile rod reinforcement to B.S 4449 as described :In column. E
12mm Diameter rod.
KG
726
3.20
2,323.20
F
16mm Diameter rod.
KG
1,850
3.20
5,920.00
G
20mm Diameter rod.
KG
2,042
3.20
6,534.40
H
25mm Diameter rod.
KG
1,348
3.20
4,313.60
In suspended beam. J
25mm Diameter rod.
KG
4,312
3.20
13,798.40
K
16mm Ditto.
KG
949
3.20
3,036.80
L
12mm Ditto.
KG
683
3.20
2,185.60
M
10mm Ditto.
KG
247
3.20
790.40
In roof beam. N
25mm Diameter rod.
KG
2,998
3.20
9,594.30
P
20mm Ditto.
KG
501
3.20
1,603.49
Q
16mm Ditto
KG
879
3.20
2,813.66
R
12mm Ditto.
KG
1,308
3.20
4,184.29
S
10mm Ditto.
KG
205
3.20
654.62
TO COLLECTION :
108,192.77
SECTION B1 - HOSTEL
SECTION B1 - HOSTEL
ITEM NO.
DESCRIPTION
UNIT
QTY
RATE
AMOUNT (RM/SEN)
ELEMENT NO. 3 - FRAME (Cont'd) High tensile rod reinforcement to B.S 4449 as described (cont'd) :In R.C plinth. A
25mm Diameter rod.
KG
30
3.20
96.00
B
16mm Ditto
KG
13
3.20
41.60
C
10mm Ditto.
KG
4
3.20
12.80
KG
2,744
3.20
8,780.80
Mild steel rod reinforcement to B.S 4449 as described :In column. D
10mm Diameter rod as link. In suspended beam.
E
12mm Diameter rod as stirrups.
KG
72
3.20
230.40
F
10mm Ditto.
KG
1,944
3.20
6,220.80
G
6mm Ditto.
KG
16
3.20
51.20
In roof beam. H
10mm Diameter rod as stirrups.
KG
1,812
3.20
5,798.50
J
6mm Ditto.
KG
49
3.20
157.66
KG
138
3.20
441.60
In R.C plinth K
10mm Diameter rod as stirrups.
TO COLLECTION :
21,831.36
SECTION B1 - HOSTEL ITEM NO.
DESCRIPTION
UNIT
QTY
RATE
AMOUNT (RM/SEN)
ELEMENT NO. 3 - FRAME (Cont'd) Sawn formwork as described :A
To sides of column.
M2
650
27.00
17,550.00
B
To sides and soffit of suspended beam.
M2
896
27.00
24,192.00
C
Ditto of roof beam.
M2
824
27.00
22,248.00
D
Ditto of R.C plinth
M2
40
27.00
1,080.00
TO COLLECTION :
65,070.00
Page No. B1/3/1
-
-
-
108,192.77
Page No. B1/3/2
-
-
-
21,831.36
Page No. B1/3/3
-
-
-
65,070.00
ELEMENT NO. 3 - FRAME CARRIED TO SUMMARY
195,094.13
SECTION B1-HOSTEL ITEM NO.
DESCRIPTION
UNIT
QTY
RATE
AMOUNT (RM/SEN)
ELEMENT NO. 4 - UPPER FLOOR Vibrated reinforced described in :A
concrete
Grade
25
as
150mm Thick suspended floor slab.
M2
531
39.00
20,709.00
KG
8,974
3.20
28,717.54
M2
651
27.00
17,577.00
M
166
6.00
996.00
M2
155
25.00
3,875.00
High tensile rod reinforcement to B.S 4449 as described :In slab B
10mm Diameter rod. Sawn formwork as described :-
C
To soffit of suspended floor slab.
D
To edge of concrete exceeding 100mm but not exceeding 200mm high. ____________________
E Supply and lay approved waterproofing membrane as described all to manufacturer's instruction and recommendation and S.O.'s approval to toilet.
ELEMENT NO. 4 - UPPER FLOOR CARRIED TO SUMMARY
71,874.54
SECTION B1 -HOSTEL ITEM NO.
DESCRIPTION
UNIT
QTY
RATE
AMOUNT (RM/SEN)
ELEMENT NO. 5 - STAIRCASE AND STEP STAIRCASE Vibrated reinforced described in :-
concrete
Grade
30
as
A
Staircase.
M3
5
290.00
1,450.00
B
Landing toe beam.
M3
3
290.00
870.00
C
Landing beam.
M3
2
290.00
580.00
D
150mm Thick landing slab.
M2
18
43.50
783.00
E
In nosing
M3
1
290.00
290.00
High tensile rod reinforcement to B.S 4449 as described :In staircase. F
12mm Diameter rod.
KG
307
3.20
982.40
G
10mm Ditto.
KG
218
3.20
697.60
In landing beam. H
16mm Diameter rod.
KG
59
3.20
188.80
J
12mm Ditto.
KG
33
3.20
105.60
K
10mm Ditto.
KG
21
3.20
67.20
KG
348
3.20
1,113.60
KG
88
3.20
281.60
In landing slab. L
12mm Diameter rod. Mild steel tensile rod reinforcement to B.S 4449 as described :In landing beam.
M
10mm Diameter rod.
TO COLLECTION :
7,409.80
SECTION B1 -HOSTEL ITEM NO.
DESCRIPTION
UNIT
QTY
RATE
AMOUNT (RM/SEN)
ELEMENT NO. 5 - STAIRCASE AND STEP (Cont'd) Sawn formwork as described :A
To sloping soffit of staircase.
M2
20
27.00
540.00
B
To sides and soffit of landing toe beam.
M2
3
27.00
81.00
C
To soffit of landing beam.
M2
21
27.00
567.00
D
To soffit of landing slab.
M2
18
27.00
486.00
E
To undercut riser of staircase 171mm high.
M
66
2.00
132.00
F
To edge of concrete not exceeding 200mm high.
M
11
2.00
22.00
G
To sides of raking open string 300mm (extreme) wide including cutting formwork to profile of treads and risers.
M
26
4.00
104.00
20mm Thick screed to 275mm wide of tread at staircase.
M
68
3.00
204.00
J
20mm thick screed to slab
M2
18
9.00
162.00
K
Ditto to 171mm high of undercut riser ditto.
M
66
2.00
132.00
L
Extra over 75mm tread for nosing non - slip homogenous tiles.
M
66
4.50
297.00
Cement and sand (1:3) as described :H
Cement and sand (1:6) plasticiser as described :-
with
an
approved
M
25mm Thick plainface to tread 300mm wide.
M
20
10.00
200.00
N
Ditto to raking open string 300mm (extreme) wide including working to profile of treads and undercut riser.
M
26
3.00
78.00
TO COLLECTION :
3,005.00
SECTION B1 -HOSTEL ITEM NO.
DESCRIPTION
UNIT
QTY
RATE
AMOUNT (RM/SEN)
ELEMENT NO. 5 - STAIRCASE AND STEP (Cont'd) Prepare and apply one coat of primer and two coats of emulsion paint as described (Cont'd):A
To sides and soffit of starcase.
M2
20
4.50
90.00
B
To raking open string 300mm (extreme) wide including working to profile of treads and undercut riser.
M
26
1.00
26.00
M
66
13.00
858.00
40mm Diameter x 2mm thick mild steel balustrade painted finish at top handrail and stair all as Architect's approval
M
14
27.00
378.00
Mild steel railing at 900mm height selected at top handrail with 60mm diameter x 2mm thick to Architect's approval
M
28
27.00
756.00
25mm Diameter x 2mm thick mild steel mid rail
M
137
16.00
2,192.00
200mm x 700mm Approved homogenous tiles as described bedded, jointed and pointed in coloured cement mortar (1:3) laid in approved pattern on cement and sand screed (measured separately) :C
Extra over tread for nosing homogenous tiles.
Handrail and Balustrade D
E
F
TO COLLECTION :
4,300.00
SECTION B1 -HOSTEL ITEM NO.
DESCRIPTION
UNIT
QTY
RATE
AMOUNT (RM/SEN)
ELEMENT NO. 5 - STAIRCASE AND STEP (Cont'd) STEP Mass concrete Grade 20 as described in :A
Step.
M3
10
170.00
1,700.00
B
Slab
M3
1
170.00
170.00
Sawn formwork as described :C
To undercut riser of step 200mm high.
M
4
5.00
20.00
D
To undercut riser of step 150mm high.
M
43
5.00
215.00
E
To sloping soffit of step
M
15
5.00
75.00
F
To soffit of landing slab
M
3
5.00
15.00
20mm Thick screed to 300mm wide of tread at step
M
43
4.00
172.00
H
Ditto to 200mm high of undercut riser
M
4
2.00
8.00
J
Ditto to 150mm high of undercut riser
M
39
2.00
78.00
K
Extra over 100mm tread homogenous nosing tiles.
M
4
5.50
22.00
L
Ditto 50mm tread homogenous nosing tiles.
M
39
5.00
195.00
M2
15
9.00
135.00
M2
15
4.50
67.50
Cement and sand (1:3) as described :G
Cement and sand (1:6) with approved, plastiser as described :M
20mm thick plainface to sloping soffit of step Prepare and apply one coat of primer and two coats of emulsion paint
N
To sloping soffit of step
TO COLLECTION :
2,872.50
SECTION B1 -HOSTEL ITEM NO.
DESCRIPTION
RATE
AMOUNT (RM/SEN)
UNIT
QTY
From page : B1.1/5/1
-
-
7,409.80
From page : B11/5/2
-
-
3,005.00
From page : B1.1/5/3
-
-
4,300.00
From page : B1.1/5/4
-
-
2,872.50
ELEMENT NO. 5 - STAIRCASE AND STEP (Cont'd) COLLECTION :
ELEMENT BILL NO. 5 - STAIRCASE CARRIED TO SUMMARY
17,587.30
SECTION B1- HOSTEL ITEM NO.
DESCRIPTION
UNIT
QTY
RATE
ITEM
-
-
AMOUNT (RM/SEN)
ELEMENT NO. 6 - ROOF Roof Trusses Pre-fabricated roof trusses constructed of structural steel as described including all necessary assembling, cutting, fittings and bolting together including all site and shop works, bolting on site, touch-up, hoisting and fixing in position on A
Supply, fabricated and deliver to site including fixing and hoisting in position all fabricated steel roof trusses as described to building as required comprising rafter, bearer, strut, ties, purlin, sag rod, bracing and plate and other accessories and obvious steel structural roof members not specified but required for the complete installation of the fabricated steel roof trusses for installation of metal decking roof covering (measured separately) or members required for the suspension of the ceiling panels, etc. all as described and to the approval of the Engineer (Approximately 899 m2- measured flat - on plan)
35,960.00
Sawn pressure treated Group 'B' timber as described :B
100mm x 75mm Hardwood wall plate.
M
146
10.00
1,460.00
0.52mm Thick metal deck roof covering complete with polyurethane foam and pvc sheet fixed to steel purlin (measured separately).
M2
1,004
65.00
65,260.00
Layer of approved single sided aluminium foil insulation paper (sisalation or other equal and approved) laid on steel purlin (measured separately) well lapped at joints (measured nett no allowance made for laps).
M2
1,004
7.00
7,028.00
M2
1,004
8.00
8,032.00
Approved metal decking roofing covering in colour selected by S.O all fixed in accordance to manufacturer's instruction and recommendation :C
D
E
50mm Thick approved insulation wool blanket laid on an including a double layer of galvanised wire mesh and fixed on top of steel trusses and lapped joints (measured nett - no allowance made for laps).
TO COLLECTION :
117,740.00
SECTION B1- HOSTEL ITEM NO.
DESCRIPTION
UNIT
QTY
RATE
AMOUNT (RM/SEN)
ELEMENT NO. 6 - ROOF (Cont'd) Roof Finishes And Coverings RC Gutter A
RC gutter complete with all necessary concrete,formwork, reinforcement, waterproofing including all necessary fittings, fixings, accessories, painting etc.all accordance to manufacturer's detail.
M
16
450.00
7,200.00
100mm Diameter rainwater downpipe fixed to wall and column.
M
16
35.00
560.00
C
Ditto embedded in concrete bed.
M
3
35.00
105.00
D
Extra over for bend.
NO
6
25.00
150.00
E
Extra over for swan neck.
NO
8
25.00
200.00
F
Approved 100mm diameter UPVC grating and setting on top of rainwater downpipe (measured separately).
NO
2
18.00
36.00
Approved unplasticised polyvinyl chloride Upvc) pipework and fitting including jointing in accordance with manufacturer's instruction :B
TO COLLECTION :
8,251.00
COLLECTION : Page No. B1/6/1
-
-
-
117,740.00
Page No. B1/6/2
-
-
-
8,251.00
ELEMENT NO. 6 - ROOF CARRIED TO SUMMARY
125,991.00
SECTION B1 - HOSTEL ITEM NO.
DESCRIPTION
UNIT
QTY
RATE
AMOUNT (RM/SEN)
ELEMENT NO. 7 - EXTERNAL WALL
Common clay bricks in cement mortar (1:3) as described with approved plasticiser as described: A
B
C
112mm Thick brickwall reinforced with and including a layer of 'Exmet' or other equal and approved brick reinforcement at every fourth course. _______________________
M2
1,123
27.00
30,321.00
Bituminous felt damp proof course as described laid horizontally under 150mm thick brickwall (measured nett - no allowance made for laps).
M
268
5.00
1,340.00
6mm Diameter mild steel rod to B.S. 416 as described bonding tie 450mm girth with one end hooked and cast into concrete and other ends built into joints of brick including perforation through formwork.
NO
2,784
2.00
5,568.00
M
50
15.00
750.00
M
3
35.00
105.00
M
4
35.00
140.00
Precast reinforced concete Grade 25-19mm aggregate including all moulds, finished fair on all exposed faces, stored, hoisted and fixed in position, bedded and jointed in cement and sand (1:3) including formwork and reinforcement :D
E
F
100mm Wide x 50mm thick precast concrete copping as per architect detail drawing. 225mm W ide x 100mm thick precast concrete copping as per architect detail drawing. ____________________ ____________ 75mm Diameter mild steel circular hollow section as described tubular handrail to baluster including painting (measured separately) all as per Architect's detail drawing HAJ/MOA-IVM/062009/WP-01
ELEMENT NO. 7 - EXTERNAL WALL CARRIED TO SUMMARY
38,224.00
SECTION B1 - HOSTEL
SECTION B1 - HOSTEL ITEM NO.
DESCRIPTION
UNIT
QTY
RATE
AMOUNT (RM/SEN)
ELEMENT NO. 8 - INTERNAL WALL AND PARTITION Common clay bricks in cement mortar (1:3) as described with approved plasticiser as described: A
B
C
D
115mm Thick brickwall reinforced with and including a layer of 'Exmet' or other equal and approved brick reinforcement at every fourth course. ____________________
M2
1,467
27.00
39,609.00
Bituminous felt damp proof course as described laid on horizontally under 150mm thick brickwall (measured nett - no allowance made for laps).
M
606
5.00
3,030.00
6mm Diameter mild steel rod to B.S. 416 as described bonding tile 450mm girth with one end hooked and cast into concrete and other ends built into joints of brick including perforation through formwork.
NO
1,222
2.00
2,444.00
Gypsum board wall partition to be support with M.S Frame to as per drawing to engineer and architect approved.
M2
25
85.00
2,125.00
M
7
35.00
245.00
Precast reinforced concete Grade 25-19mm aggregate including all moulds, finished fair on all exposed faces, stored, hoisted and fixed in position, bedded and jointed in cement and sand (1:3) including formwork and reinforcement :E
225mm W ide x 100mm thick precast concrete copping at tempat basuh kaki as per architect detail drawing.
ELEMENT NO. 8 - INTERNAL WALL AND PARTITION CARRIED TO SUMMARY
47,453.00
SECTION B1 - HOSTEL
SECTION B1 - HOSTEL ITEM NO.
DESCRIPTION
UNIT
QTY
RATE
AMOUNT (RM/SEN)
ELEMENT NO. 9 - DOOR AND IRONMONGERY A
125mm x 125mm High reinforced concrete lintol with 4 nos. 10mm diameter high tensile rod reinforcement, 6mm diameter mild steel bar as stirrups at 200mm centres including all necessary formwork.
M
50mm x 150mm x 100mm High precast concrete Grade 20 as described heelstone finish fair to all exposed surfaces to profile of door frame.
104
10.00
1,040.00
NO
66
4.00
264.00
To suit door opening overall size 1500mm x 2100mm high (D1).
NO
2
285.00
570.00
D
Ditto, overall size 900mm x 2100mm high (D2).
NO
35
255.00
8,925.00
E
Ditto, overall size 900mm x 2100mm high (D3).
NO
6
255.00
1,530.00
F
Ditto, overall size 750mm x 2100mm high (D4).
NO
33
158.00
5,214.00
G
Ditto, overall size 900mm x 2100mm high (D5).
NO
3
255.00
765.00
H
Ditto, overall size 1200mm x 2100mm high (D6).
NO
4
270.00
1,080.00
To suit door opening overall size 1500mm x 2100mm high (SG1).
NO
1
285.00
285.00
K
Ditto, overall size 950mm x 2100mm high (GD2).
NO
3
255.00
765.00
L
Ditto, overall size 950mm x 2100mm high (GD2).
NO
3
255.00
765.00
B
Supply and fixed approved metal door frame including transome, mullion and all necessary loose pin, galvanised butt hinges, rubber buffers and spreader bar all as per manufacturer's recommendation as described :C
Supply and fixed approved mild steel door frame including transome, mullion and all necessary loose pin, galvanised butt hinges, rubber buffers and spreader bar all as per manufacturer's recommendation as described :J
TO COLLECTION :
21,203.00
SECTION B1 - HOSTEL
ITEM NO.
DESCRIPTION
UNIT
QTY
RATE
AMOUNT (RM/SEN)
ELEMENT NO. 9 - DOOR AND IRONMONGERY (Cont'd) Wrot pressure treated Group 'B' timber door constructed of 38mm x 25mm hard wood edging all round, 100mm x 25mm stiles and intermediate rail, 150mm x 25mm top and bottom rails as described :A
B
C
D
E
F
1500mm Wide x 2100mm high double swing timber solid panel door complete with approved door lockset and butt hinges all as per Architects drawing . (Type D1)
NO
2
945.00
1,890.00
900mm Wide x 2100mm high single swing solid panel door complete with approved door lockset and butt hinges all as per Architects drawing . (Type D2)
NO
35
567.00
19,845.00
900mm Wide x 2100mm high single swing solid door with fix louvres bottom complete with approved door lockset and butt hinges all as per Architects drawing . (Type D3)
NO
6
529.00
3,174.00
750mm W ide x 2100mm high single swing pvc flush door complete with approved door lockset and butt hinges all as per Architects drawing . (Type D4)
NO
33
252.00
8,316.00
900mm Wide x 2100mm high single swing solid door complete with approved door lockset and butt hinges all as per Architects drawing . (Type D5)
NO
3
567.00
1,701.00
1200mm Wide x 2100mm high double swing solid door complete with approved door lockset and butt hinges all as per Architects drawing . (Type D6)
NO
4
756.00
3,024.00
SECTION B1 - HOSTEL 37,950.00
TO COLLECTION :
ITEM NO.
DESCRIPTION
UNIT
QTY
RATE
AMOUNT (RM/SEN)
ELEMENT NO. 9 - DOOR AND IRONMONGERY (Cont'd) Supply and fixed the following fire rated door all accordance with manufacturer's instruction and to the approval of fire department including obtaining all necessary test certificates and approved metal door frame, hinges and all associated ironmongeries to S.O approval and to manufacturer's detail as described :A
B
900mm wide x 2100mm high single leaf hardwood 1 hour fire rate door complete with door closer, door lockset and push bar butt hinges to manufacturer's detail and architects approval. (FD1)
NO
4
662.00
2,648.00
1500mm wide x 2100mm high double leaf hardwood 1 hour fire rate door complete with door closer, door lockset and push bar butt hinges to manufacturer's detail and architects approval. (FD1a)
NO
1
1,103.00
1,103.00
1500mm Wide x 2100mm high mild steel grill door sliding consisting of 15mm x 20mm hollow section grill with approved lockset and stainless steel butt hinges and all other accessories to manufacturer's detail. (Type SG1)
NO
1
1,260.00
1,260.00
950mm Wide x 2100mm high mild steel grill double swing door consisting of 15mm x 20mm hollow section grill with approved lockset and stainless steel butt hinges and all other accessories to manufacturer's detail. (Type GD2)
NO
3
798.00
2,394.00
1500mm Wide x 2100mm high mild steel grill double swing door consisting of 15mm x 20mm hollow section grill with approved lockset and stainless steel butt hinges and all other accessories to manufacturer's detail. (Type GD2)
NO
3
1,260.00
3,780.00
Supply and fixed the following mild steel grill door all accordance with manufacturer's instruction including obtaining all necessary mild steel door frame ,hinges complete with painting one coat of solvent based acrylic of metallic primer, one undercoat and two coats gloss enamel paint and all associated ironmongeries to s.o. approval and to manufacturer's detail as described :C
D
E
SECTION B1 - HOSTEL TO COLLECTION :
11,185.00
SECTION B1 - HOSTEL ITEM NO.
DESCRIPTION
UNIT
QTY
RATE
AMOUNT (RM/SEN)
ELEMENT NO. 9 - DOOR AND IRONMONGERY (Cont'd) Knot and stop, prime with dull aluminium wood primer and apply one undercoat and two finishing coats of gloss enamel paint as described or wood surfaces :A
General surfaces of door leaf.
M2
200
7.00
1,400.00
M2
1,787
3.00
5,361.00
Prepare and apply one coat metallic primer, one undercoat and two coats of gloss enamel paint on the following metalwork :B
Surfaces of metal door frame.
TO COLLECTION :
6,761.00
COLLECTION : Page No.B1/9/1
-
-
-
21,203.00
Page No. B1/9/2
-
-
-
37,950.00
Page No. B1/9/3
-
-
-
11,185.00
Page No. B1/9/4
-
-
-
6,761.00
ELEMENT NO. 9 - DOOR AND IRONMONGERY CARRIED TO SUMMARY
77,099.00
SECTION B1 - HOSTEL
SECTION B1 - HOSTEL ITEM NO.
DESCRIPTION
UNIT
125mm x 125mm High reinforced concrete lintol with 4 nos. 10mm diameter high tensile rod reinforcement, 6mm diameter mild steel bar as stirrups at 200mm centres including all necessary formwork.
M
QTY
RATE
AMOUNT (RM/SEN)
PANEL A
178
10.00
1,776.00
upp y an ns a comp e e na ura ano se aluminium window of approved quality and manufacture complete with all joints, jambs, frames, mullions, transomes, cills, casement, fixing lugs, brackets, straps, supports, screws, fins, guide track rails and all necessary locking devices and all other hardware fittings including packing piece, bedding frames in waterproof cement mortar and pointing around with mastic and building in lugs to concrete or brickworks, including 6mm thick clear glass and making good, oiling all working parts, hoisting and cleaning inside and outside on completion to the S.O.'s approval and in accordance with manufacturer's instruction :B
C
D
E
Casement window overall size 3600mm x 1950mm high comprising of 18 nos. top hung casement window each size 600mm x 650mm high including 6mm thick tinted glass as per drawing. (Type W1)
NO
1
1,544.00
1,544.00
Casement window overall size 2400mm x 1950mm high comprising of 12 nos. top hung casement window each size 600mm x 650mm high including 6mm thick tinted glass as per drawing. (Type W2)
NO
5
1,030.00
5,150.00
Casement window overall size 1500mm x 1950mm high comprising of 6 nos. top hung casement window each size 750mm x 650mm high including 6mm thick tinted glass as per drawing. (Type W3)
NO
2
644.00
1,288.00
Casement window overall size 1200mm x 1950mm high comprising of 6 nos. top hung casement window each size 600mm x 650mm high including 6mm thick tinted glass as per drawing. (Type W4)
NO
34
515.00
17,510.00
TO COLLECTION :
27,268.00
SECTION B1 - HOSTEL
ITEM NO.
DESCRIPTION
UNIT
QTY
RATE
AMOUNT (RM/SEN)
ELEMENT NO. 10 - WINDOW AND FIXED PANEL(Cont'd) Supply and install complete natural anodised aluminium window of approved quality (Cont'd):A
B
C
D
E
Casement window overall size 600mm x 1950mm high comprising of 3 nos. top hung casement window each size 600mm x 650mm high including 6mm thick tinted glass as per drawing. (Type W5)
NO
6
257.00
1,542.00
Casement window overall size 3600mm x 650mm high comprising of 6 nos. top hung casement window each size 600mm x 650mm high including 6mm thick tinted glass as per drawing. (Type W6)
NO
8
752.00
6,016.00
Casement window overall size 2400mm x 650mm high comprising of 4 nos. top hung casement window each size 600mm x 650mm high including 6mm thick tinted glass as per drawing. (Type W7)
NO
7
343.00
2,401.00
Casement window overall size 1200mm x 650mm high comprising of 2 nos. top hung casement window each size 600mm x 650mm high including 6mm thick tinted glass as per drawing. (Type W8)
NO
1
172.00
172.00
Aluminium frame tinted glas window overall size 600 mm x 650mm high comprising of top hung casement window overall size 600mm x 600mm high including 6mm thick tinted glass as per drawing. (Type W9)
NO
54
79.00
4,266.00
NO
1
2,457.00
2,457.00
Supply and fixed the following mild steel grill all accordance with manufacturer's instruction including obtaining all necessary mild steel frame ,hinges complete with painting one coat of solvent based acrylic of metallic primer, one undercoat and two coats gloss enamel paints on the following metalwork:F
3600mm Wide x 1950mm high mild steel grill consisting of 15mm x 20mm hollow section grill and all other accessories to manufacturer's detail. (Type G1)
TO COLLECTION :
SECTION B1 - HOSTEL 16,854.00
SECTION B1 - HOSTEL ITEM NO.
DESCRIPTION
UNIT
QTY
RATE
AMOUNT (RM/SEN)
ELEMENT NO. 10 - WINDOW AND FIXED PANEL(Cont'd) Supply and fixed the following mild steel grill all accordance with manufacturer's instruction including obtaining all necessary mild steel :(Cont'd) A
B
C
D
E
F
G
2400mm Wide x 1950mm high mild steel grill consisting of 15mm x 20mm hollow section grill and all other accessories to manufacturer's detail. (Type G2)
NO
5
1,638.00
8,190.00
1500mm Wide x 1950mm high mild steel grill consisting of 15mm x 20mm hollow section grill and all other accessories to manufacturer's detail. (Type G3)
NO
2
1,024.00
2,048.00
1200mm Wide x 1950mm high mild steel grill consisting of 15mm x 20mm hollow section grill and all other accessories to manufacturer's detail. (Type G4)
NO
34
819.00
27,846.00
3600mm Wide x 650mm high mild steel grill consisting of 15mm x 20mm hollow section grill and all other accessories to manufacturer's detail. (Type G6)
NO
8
819.00
6,552.00
2400mm Wide x 650mm high mild steel grill consisting of 15mm x 20mm hollow section grill and all other accessories to manufacturer's detail. (Type G7)
NO
7
546.00
3,822.00
1200mm Wide x 650mm high mild steel grill consisting of 15mm x 20mm hollow section grill and all other accessories to manufacturer's detail. (Type G8)
NO
1
273.00
273.00
600mm Wide x 650mm high mild steel grill consisting of 15mm x 20mm hollow section grill and all other accessories to manufacturer's detail. (Type G9)
NO
54
137.00
7,398.00
TO COLLECTION :
56,129.00
SECTION B1 - HOSTEL
ITEM NO.
DESCRIPTION
AMOUNT (RM/SEN)
UNIT
QTY
RATE
Page No. B1/10/1
-
-
-
27,268.00
Page No. B1/10/2
-
-
-
16,854.00
Page No. B1/10/3
-
-
-
56,129.00
ELEMENT NO. 10 - WINDOW AND FIXED PANEL(Cont'd)
COLLECTION :
ELEMENT NO. 10 - WINDOW AND FIXED PANEL CARRIED TO SUMMARY
100,251.00
SECTION B1 - HOSTEL
SECTION B1 - HOSTEL ITEM NO.
DESCRIPTION
UNIT
QTY
RATE
AMOUNT (RM/SEN)
ELEMENT NO. 11 - EXTERNAL FINISHES EXTERNAL WALL FINISHES Cement and sand (1:6) with plasticiser as described :-
an
approved
A
19mm Thick plainface to wall surfaces.
M2
910
9.00
8,190.00
B
19mm Thick screed to wall and column to receive ceramic wall tiles.(tempat basuh kaki)
M2
26
9.00
234.00
C
Ditto, on precast concrete copping.
M2
13
9.00
117.00
D
Ditto, on precast concrete copping (tempat basuh kaki).
M2
2
9.00
18.00
M2
26
45.00
1,170.00
Approved 200mm x 200mm ceramic wall tiles as described bedded, jointed and pointed in coloured cement mortar (1:3) laid in approved pattern on cement and sand screed (measured separately) :E
To wall (tempat basuh kaki) Prepare and apply one coat of approved alkali resisting primer sealer and two coats weathershield paint externally as described:-
F
On plastered surfaces.
M2
910
6.00
5,460.00
G
On precast concrete copping.
M2
13
6.00
78.00
H
On precast concrete copping.
M2
2
6.00
12.00
M2
22
60.00
1,320.00
EXTERNAL CEILING FINISHES J
Supply and install cement board with aluminium 'T' hanger, jointing and all accessories in accordance with the manufacture instruction and architect's approval.
ELEMENT NO.11 - EXTERNAL FINISHES CARRIED TO SUMMARY
16,599.00
SECTION B1 - HOSTEL
SECTION B1 - HOSTEL ITEM NO.
DESCRIPTION
UNIT
QTY
RATE
AMOUNT (RM/SEN)
ELEMENT NO. 12 - INTERNAL FLOOR FINISHES Coloured cement and sand (1:3) as described :A
20mm Thick paving to floor trowelled smooth with colour as per detail drawing and s.o. instruction.
M2
455
9.00
4,095.00
Cement and sand (1:3) as described :B
20mm Thick paving to floor trowelled smooth.
M2
340
9.00
3,060.00
C
Ditto to drop 50mm high.
M
21
1.20
25.20
D
20mm Thick screed to floor to receive non-slip homogenous tiles.
M2
244
9.00
2,196.00
E
Ditto to drop 50mm high.
M
1
1.20
1.20
F
Ditto carpet.
M2
112
9.00
1,008.00
G
Ditto to skirting 100mm high.
M
25
1.20
30.00
M2
244
70.00
17,080.00
M
1
7.00
7.00
300mm x 300mm Approved non-slip homogenous floor tiles as described bedded, jointed and pointed in coloured cement mortar (1:3) laid in approved pattern on cement and sand screed (measured separately) :H
To floor.
J
To drop 50mm high. Carpet flooring or 100% camilon polypropylene and machine turfed at pile weight of 26oz per square yard in 12" coloured to be selected by the S.O including all accessories and lating strictly to manufacturer's instruction and recommendations.
K
To floor.
M2
112
45.00
5,040.00
L
Approved timber skirting 100mm high.
M
25
4.50
112.50
ELEMENT NO. 12 - INTERNAL FLOOR FINISHES CARRIED TO SUMMARY
32,654.90
SECTION B1 - HOSTEL ITEM NO.
DESCRIPTION
UNIT
QTY
RATE
AMOUNT (RM/SEN)
ELEMENT NO. 13 - INTERNAL WALL FINISHES Cement and sand (1:6) with plasticiser as described :-
an
approved
A
19mm Thick plainface to wall and column.
M2
2,650
9.00
23,850.00
B
19mm Thick screed to wall and column to receive ceramic wall tiles.
M2
401
9.00
3,609.00
M2
401
45.00
18,045.00
M2
2,650
6.00
15,900.00
Approved 200mm x 200mm ceramic wall tiles as described bedded, jointed and pointed in coloured cement mortar (1:3) laid in approved pattern on cement and sand screed (measured separately) :C
To wall and column. Prepare and apply one coat of approved alkali resisting primer sealer and two coats emulsion paint as described internally :-
D
To plastered wall and column.
ELEMENT NO. 13 - INTERNAL WALL FINISHES CARRIED TO SUMMARY
61,404.00
SECTION B1 - HOSTEL
SECTION B1 - HOSTEL ITEM NO.
DESCRIPTION
UNIT
QTY
RATE
AMOUNT (RM/SEN)
ELEMENT NO. 14 - INTERNAL CEILING FINISHES Gypsum ceiling board in pin holes finish installed strictly in accordance with manufacturer's instruction :A
9mm thick ceiling board in 1200mm x 600mm panel set out symmetrically from the centre of the room complete with necessary natural aluminium ceiling tee exposed grid suspension system in standard colour hung by approved galvanised iron wire to concrete sof
M2
578
60.00
34,680.00
M2
480
5.00
2,400.00
Prepare and apply two coats skim coating on and including 19mm thick plaster plainface including painting with two coats of emulsion paint to manufacturers instruction as described :B
To soffit of concrete slab.
ELEMENT NO. 14 - INTERNAL CEILING FINISHES CARRIED TO SUMMARY
37,080.00
SECTION B1 - HOSTEL
SECTION B1-HOSTEL ITEM NO.
DESCRIPTION
UNIT
QTY
RATE
AMOUNT (RM/SEN)
ELEMENT NO. 15 - SANITARY FITTINGS AND ACCESSORIES
Supply and fix the following sanitary fittings and accessories of approved quality unless otherwise stated shall be in standard colour vitreous china including all joints and connections to supply waste, soil, vent and overflow pipes :A
B
C
D
E
F
Approved pedestal water closet overal size 650mm x 350mm comprising of 'P' or 'S' trap with expose flush valve system including plastic pan collar and cover complete with fixing, pointing and bedding water closet to concrete floor and jointing water closet outgo to soil pipe with cement joint and all accessories required.
NO
1
450.00
450.00
Approved squatting pan with integral footrest (Strap) complete with high level cistern with cover and supporting brackets, valveless syphan fittings with overflow, 12mm diameter ball valve, galvanised plastic pull and chain, flush pipe and including plugging and screwing brackets to tiled wall and setting pan and footrest in concrete floor, jointing and conections to services.
NO
4
270.00
1,080.00
400mm x 350mm wide x 550mm high approved wall hung urinal with top inlets, anti - splash rims, privacy shields with cleansing nozzles complete with integral traps in vitreous china with wall fixing brackets, water cistern and piping all fixed to tiled brickwall.
NO
2
250.00
500.00
Approved counter wash hand basin complete with 1 no. 'DOE' or other equal and approved 13mm diameter pillar tap in chrome plated with 'Awan' handle, plug and chain, 32mm diameter plastic bottle trap, 1 pair concealed brackets including plugging and screwing bracket to tiled wall and connecting trap to drain pipe with all accessories required.
NO
5
300.00
1,500.00
800mm x 800mm x 5mm Thick approved nonsmear mirror with 15mm thick hardwood backing and fixing with perimeter aluminium frame including plugging and screwing plywood and beading tiled to wall.
NO
1
80.00
80.00
2250mm x 800mm x 5mm Thick, ditto.
NO
2
95.00
190.00
TO COLLECTION :
3,800.00
SECTION B1-HOSTEL ITEM NO.
DESCRIPTION
UNIT
QTY
RATE
AMOUNT (RM/SEN)
ELEMENT NO. 15 - SANITARY FITTINGS AND ACCESSORIES (cont'd) Supply and fix the following sanitary fittings and accessories of approved quality…….(Cont'd):A
750mm x 100mm x 50mm Diameter heavy duty stainless steel grab bar complete with bolting, jointing, fixing and all accessories as per detail drawing.
NO
1
250.00
250.00
B
860mm x 100mm x 50mm Diameter, ditto.
NO
1
300.00
300.00
C
650mm x 100mm x 50mm Diameter, ditto.
NO
1
200.00
200.00
D
100mm Diameter upvc floor trap complete with fixing, pointing and set in opening concrete floor with jointing outgo to waste pipe.
NO
7
20.00
140.00
E
Approved bib tap with hose tail or equivalent .
NO
5
40.00
200.00
F
Approved semi-recessed including fixing to tiled wall.
NO
5
40.00
200.00
200mm thick (1:3:6) - 20mm aggregate as specified stooling.
M2
4
50.00
200.00
To construct 100mm thick reinforced concrete Grade 25 counter top overall size 4700mnm x 300mm wide at 1550mm high including concrete, formwork and reinforcement as shown in drawing no HAJ/MOA-IVM/06-2009/DD/TL 20
NO
1
300.00
300.00
M2
2
250.00
500.00
paper
roll
holder
Builder's work In Connection With Services G
H
Precast reinforced concete Grade aggregate including all moulds, finished exposed faces, stored, hoisted and position, bedded and jointed in cement (1:3) :J
25-19mm fair on all fixed in and sand
75mm Thick precast reinforced concrete slab to vanity top.
TO COLLECTION :
2,290.00
SECTION B1-HOSTEL ITEM NO.
DESCRIPTION
UNIT
QTY
RATE
AMOUNT (RM/SEN)
ELEMENT NO. 15 - SANITARY FITTINGS AND ACCESSORIES (cont'd) Cement and sand (1:3) as described :A
B
C
D
E
20mm Thick screed to top of vanity top to receive homogenous tiles.
M2
1
9.00
9.00
Ditto screed to top of counter top to receive homogenous tiles.
M2
1
9.00
9.00
Ditto screed to sides of counter top to receive homogenous tiles.
M2
4
9.00
36.00
Ditto screed to sides of counter top to receive homogenous tiles (tempat wuduk).
M2
5
9.00
45.00
NO
4
35.00
140.00
1200mm x 550mm mild steel grating (tempat wuduk) 200mm x 200mm Approved non-slip ceramic tiles as described bedded, jointed and pointed in coloured cement mortar (1:3) laid in approved pattern on cement and sand screed (measured separately) :-
F
To top of vanity top.
M2
1
65.00
65.00
G
To top of counter top.
M2
1
65.00
65.00
H
To sides of counter top
M2
4
65.00
260.00
J
To sides of counter top (tempat wuduk)
M2
5
65.00
325.00
TO COLLECTION :
954.00
COLLECTION : Page No. B1/15/1
-
-
-
3,800.00
Page No. B1/15/2
-
-
-
2,290.00
Page No. B1/15/3
-
-
-
954.00
ELEMENT NO. 15 - SANITARY FITTINGS AND ACCESSORIES CARRIED TO SUMMARY
7,044.00
ITEM NO.
DESCRIPTION
BAHAGIAN C2 - EXTERNAL WORKS(WITHIN BOUNDARY) AMOUNT UNIT QTY RATE (RM/SEN)
BASIC PRICE VRC Grade 35
MC
325.00
VRC Grade 30
MC
300.00
VRC Grade 25
MC
285.00
VRC Grade 20
MC
250.00
Mass Concrete Grade 20
MC
170.00
Lean Concrete Grade 15
MC
150.00
Mass Concrete Grade 15
MC
160.00
High Tensile /mild steel rod reinforcement
KG
3.50
BRC A6
MS
9.00
BRC A7
MS
12.00
BRC A8
MS
15.00
BRC A10
MS
18.00
Sawm Formwork
MS
27.00
Sawm Formwork (circular)
MS
28.00
Excavation in pit/trench n.e. 1.50m dp.
MC
8.00
Ditto ex 1.50m b.n.e 3.00m dp.
MC
9.00
Ditto ex 3.00m b.n.e 4.50m dp.
MC
10.00
Ditto ex 4.50m b.n.e 6.00m dp.
MC
11.00
Ditto ex 6.00m b.n.e 7.50m dp.
MC
12.00
Ditto ex 7.50m b.n.e 9.00m dp.
MC
13.00
Ditto ex 9.00m b.n.e 10.50m dp.
MC
14.00
Hardcore
MC
40.00
300mm Widw p.c block drain including wall.
M
35.00
380mm Ditto.
M
42.00
450mm Ditto.
M
48.00
Rubble pitching stone
MC
300.00
ITEM NO.
DESCRIPTION
BAHAGIAN C2 - EXTERNAL WORKS(WITHIN BOUNDARY) AMOUNT UNIT QTY RATE (RM/SEN)
BASIC PRICE 115mm Thk brickwall (claybrick)
MS
27.00
225mm Ditto.
MS
54.00
115mm Thk (cement brick)
MS
22.00
Plaster to wall.
MS
9.00
Painting to plastered finishes.
MS
6.00
Painting to metal/steel surfaces.
MS
6.00
Painting to timber surfaces.
MS
6.00
Cement render to receive floor tiles.
MS
8.00
Cement paving to floor.
MS
8.00
Homogeneous floor tiles (glazed)
MS
65.00
Ditto (unglazed)
MS
60.00
Ceramic floor tiles.
MS
50.00
Timber strip flooring.
MS
75.00
Parquet.
MS
50.00
Carpet flooring.
MS
45.00
Vinyl floor tiles.
MS
42.00
Ceramic wall tiles.
MS
45.00
plywood flush door.
MS
55.00
PVC door.
MS
65.00
Slinding door with aluminium frame.
MS
280.00
Roller Shutter.
MS
300.00
Panel door.
MS
90.00
Fire Door ( 1 Hour Rated)
MS
550.00
Ditto ( 2 Hour Rated)
MS
820.00
Louvred door.
MS
250.00
ITEM NO.
DESCRIPTION
BAHAGIAN C2 - EXTERNAL WORKS(WITHIN BOUNDARY) AMOUNT UNIT QTY RATE (RM/SEN)
BASIC PRICE Cylindrical lockset (medium duty)
NO
35.00
Ditto (heavy duty)
NO
40.00
Louvred window.
MS
220.00
Casment window.
MS
220.00
6mm Thk tinted glass.
MS
78.00
Wrot timber Group A.
TONNE
1,800.00
Wrot timber Group B.
TONNE
1,700.00
Swan timber Group B.
TONNE
1,600.00
Swan timber Group C.
TONNE
1,500.00
Asbestos ceiling bourd.
MS
15.00
Gypsum ceiling bourd.
MS
20.00
Gypsum partition wall.
MS
85.00
Interlocking paving block (medium duty)
MS
50.00
Ditto (heavy duty)
MS
60.00
Brick tile.
MS
120.00
ITEM NO.
DESCRIPTION
BAHAGIAN C2 - EXTERNAL WORKS(WITHIN BOUNDARY) AMOUNT UNIT QTY RATE (RM/SEN)
BASIC PRICE Mild steel grating.
MS
350.00
600mm Dia. P.c pipe culvert.
M
120.00
150mm Thk conc. Haunching surround 900mm dia. pipe culvert incldg. fwk.
M
89.10
Ditto surround 750mm dia. Ditto.
M
76.30
1200mm x 150mm thk x 600mm long p.c. ring manhole.
NO
400.00
600mm Dia. Cast iron heavy duty manhole cover.
NO
457.00
225mm Thick Brickwall
MS
52.00
115mm Thick Brickwall
MS
26.00
20mm Thk plaster plainface (1:6)
MS
9.00
25mm Thk cement sand screed (1:3)
MS
10.00
20mm Thk high aluminium cement sand screed (1:2)
MS
10.00
150mm Dia. Cast. Iron pipe + fitting (adptor)
M
50.00
225mm Ditto.
M
85.00
Extra over for 150mm dia. For bend.
NO
69.00
Extra over for 150mm dia. For tee.
NO
75.00
150mm Dia. Steel pipe.
M
90.00
200mm Ditto.
M
110.00
Mass conc. Grade 20 for anchor/thrust block.
MC
500.00
Extra over for 100mm dia. for 90 deg. Bend.
NO
70.00
Extra over for 100mm dia. for 45 deg. Bend.
NO
68.00
Extra over for 100mm dia. for 22 1/2 deg. Bend.
NO
65.00
Extra over for 100mm dia. for 11 1/4 deg. Bend.
NO
62.00
Extra over for 100mm dia. for tee.
NO
75.00
