BQ ASRAMA

SECTION B1 - HOSTEL

QBC/BPSP/VETERINAR/KLUANG/2009 SUMM/B1/1

ELEMENT ELEMENT FROM AMOUNTNO. PAGE NO. (RM)

SUMMARY

1 WORK BELOW LOWEST FLOOR FINISH B1/1/4

2 APRON AND PERIMETER DRAIN B1/2/2

3 FRAME B1/3/3

4 UPPERFLOOR B1/4/1

5 STAIRCASE AND STEP B1/5/5

6 ROOF B1/6/2

7 EXTERNAL WALL B1/7/1

8 INTERNAL WALL AND PARTITION B1/8/1

9 DOOR AND IRONMONGERY B1/9/4

10 WINDOW B1/10/4

11 EXTERNAL FINISHES B1/11/1

12 INTERNAL FLOOR FINISHES B1/12/1

13 INTERNAL WALL FINISHES B1/13/1

14 INTERNAL CEILING FINISHES B1/14/1

15 SANITARY FITTINGS AND ACCESSORIES B1/15/3

TOTAL HOSTEL FOR 1 BLOCK

SECTION B1- HOSTEL TOTAL CARRIED TO SUMMARY OF TENDER

SECTION B1 - HOSTEL


SECTION B1 - HOSTEL


AMOUNT(RM)

181,313.10

40,430.00

195,094.13

71,874.54

17,587.30

125,991.00

38,224.00

47,453.00

77,099.00

100,251.00

16,599.00

32,654.90

61,404.00

37,080.00

7,044.00

1,050,098.96

1,050,098.96

SECTION B1 - HOSTEL


SECTION B1 - HOSTEL

QBC/BPSP/VETERINAR/KLUANG/2009 B1/1/5

ITEMNO. DESCRIPTION UNIT QTY RATE

A Oversite to reduce level 300mm average depth. M2 688 3.00

B Pit for pile cap not exceeding 1.50m deep. M3 311 8.00

C Ditto, ground beam, ditto. M3 45 8.00 ____________________________

D

M2 632 6.00

E Ditto, under strip footing. M2 357 6.00

Lean concrete Grade 15 as described :-

FM2 632 12.00

G Ditto under pad footing. M2 27 12.00

H Ditto under ground beam. M2 111 12.00

J Pad footing. M3 77 310.00

K Column stump (provisional). M3 9 310.00

L Ground beam. M3 56 310.00

M 150mm Thick ground slab. M2 603 46.50

TO COLLECTION :

ELEMENT NO. 1 - WORK BELOW LOWEST FLOOR FINISH

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 :-

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).

50mm Thick blinding spread and levelled under ground slab.

Vibrated reinforced concrete Grade 35 as described in :-

SECTION B1 - HOSTEL


SECTION B1 - HOSTEL



In pad footing

A 25mm Diameter rod. KG 2,046 3.20

B 16mm Ditto KG 4,887 3.20

C 12mm Ditto. KG 1,076 3.20

In column stump (provisional).

D 25mm Diameter rod. KG 562 3.20

E 20mm Ditto KG 428 3.20

F 16mm Ditto KG 425 3.20

In ground beam.

G 25mm Diameter rod. KG 1,391 3.20

H 20mm Ditto. KG 1,096 3.20

J 16mm Ditto. KG 1,297 3.20

K 12mm Ditto. KG 1,536 3.20

L 10mm Ditto. KG 230 3.20

In pad footing.

M 10mm Diameter rod as links. KG 182 3.20

In column stump (provisional).

N 12mm Diameter rod as links. KG 24 3.20

P 10mm Ditto. KG 252 3.20

In ground beam.

Q 10mm Diameter rod as stirrups. KG 2,391 3.20

TO COLLECTION :

ELEMENT NO. 1 - WORK BELOW LOWEST FLOOR FINISH (Cont'd)

High tensile rod reinforcement to B.S 4449 as described :-

Mild steel rod reinforcement to B.S 4449 as described :-

SECTION B1 - HOSTEL


SECTION B1 - HOSTEL



Sawn formwork as described :-

A To sides of pad footing. M2 117 27.00

B To side of column stump (provisional). M2 99 27.00

C Ditto of ground beam. M2 497 27.00

____________________________

D

M2 603 12.00

E

M2 59 3.00

F

M2 59 25.00

G

M 37 15.00

H

ITEM - -

TO COLLECTION :


Single layer of steel fabric reinforcement to B.S. 4483 (BMC Ref. No. A7 - weighing not less than 3.02kg/m2) as described well lapped at joints and embedded in concrete bed (measured nett - no allowance made for laps).

A layer of 0.25mm thick heavy duty polythene sheet damp proof membrane laid under concrete bed (measured separately).

Supply and lay approved waterproofing membrane as described all to manufacturer's instruction and recommendation and S.O.'s approval.

100mm x 12mm Thick approved expansion joint covered with bituminous compound as described to floor slab. (Provisional)

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.

SECTION B1 - HOSTEL


SECTION B1 - HOSTEL



COLLECTION :

Page No. B1/1/1 - - -

Page No. B1/1/2 - - -

Page No. B1/1/3 - - -

CARRIED TO SUMMARY


ELEMENT NO. 1 - WORK BELOW LOWEST FLOOR FINISH

SECTION B1 - HOSTEL


SECTION B1 - HOSTEL


AMOUNT(RM/SEN)

2,064.00

2,488.00

360.00

3,792.00

2,142.00

7,584.00

324.00

1,332.00

23,870.00

2,790.00

17,360.00

28,039.50

92,145.50

SECTION B1 - HOSTEL


SECTION B1 - HOSTEL


AMOUNT(RM/SEN)

6,547.20

15,638.40

3,443.20

1,798.40

1,369.60

1,360.00

4,451.20

3,507.20

4,150.40

4,915.20

736.00

582.40

76.80

806.40

7,651.20

57,033.60

SECTION B1 - HOSTEL


SECTION B1 - HOSTEL


AMOUNT(RM/SEN)

3,159.00

2,673.00

13,419.00

7,236.00

177.00

1,475.00

555.00

3,440.00

32,134.00

SECTION B1 - HOSTEL


SECTION B1 - HOSTEL


AMOUNT(RM/SEN)

92,145.50

57,033.60

32,134.00

181,313.10

SECTION B1 - HOSTEL


SECTION B1 - HOSTEL



A Oversite to reduce level 300mm average depth. M2 174 3.00

B

M2 174 6.00

Lean concrete Grade 15 as described :-

CM2 174 12.00

D Ditto,under drain base. M2 124 12.00

Reinforced concrete Grade 25 as described in :-

E 100mm Thick apron slab. M2 174 28.50

F 150mm Thick under drain base. M2 124 42.75 _________________________

G

M2 174 12.00

H Ditto,under drain base. M2 124 12.00


J To edge of concrete not exceeding 100mm high. M 159 6.00

K To side of drain base. M2 159 27.00

TO COLLECTION :

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 :-

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).

50mm Thick blinding concrete spread and levelled under apron slab.

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).

SECTION B1 - HOSTEL



A Average 450mm deep perimeter drain. M 159 35.00

BNO 266 40.00

TO COLLECTION :

COLLECTION :

Page No. B1/2/1 - - -

Page No. B1/2/2 - - -

CARRIED TO SUMMARY

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 :-

50mm Thick x 400mm wide x 600mm long removable precast concrete cover.

ELEMENT NO. 2 - APRON AND PERIMETER DRAIN

SECTION B1 - HOSTEL


AMOUNT(RM/SEN)

522.00

1,044.00

2,088.00

1,488.00

4,959.00

5,301.00

2,088.00

1,488.00

954.00

4,293.00

24,225.00

SECTION B1 - HOSTEL


AMOUNT(RM/SEN)

5,565.00

10,640.00

16,205.00

24,225.00

16,205.00

40,430.00

SECTION B1 - HOSTEL



ELEMENT NO. 3 - FRAME

A Column M3 45 260.00

B Suspended beam. M3 80 260.00

C Roof beam. M3 65 260.00

D R.C plinth M3 4 260.00

In column.

E 12mm Diameter rod. KG 726 3.20

F 16mm Diameter rod. KG 1,850 3.20

G 20mm Diameter rod. KG 2,042 3.20

H 25mm Diameter rod. KG 1,348 3.20

In suspended beam.

J 25mm Diameter rod. KG 4,312 3.20

K 16mm Ditto. KG 949 3.20

L 12mm Ditto. KG 683 3.20

M 10mm Ditto. KG 247 3.20

In roof beam.

N 25mm Diameter rod. KG 2,998 3.20

P 20mm Ditto. KG 501 3.20

Q 16mm Ditto KG 879 3.20

R 12mm Ditto. KG 1,308 3.20

S 10mm Ditto. KG 205 3.20



SECTION B1 - HOSTEL


TO COLLECTION :

SECTION B1 - HOSTEL



ELEMENT NO. 3 - FRAME (Cont'd)

In R.C plinth.

A 25mm Diameter rod. KG 30 3.20

B 16mm Ditto KG 13 3.20

C 10mm Ditto. KG 4 3.20

In column.

D 10mm Diameter rod as link. KG 2,744 3.20

In suspended beam.

E 12mm Diameter rod as stirrups. KG 72 3.20

F 10mm Ditto. KG 1,944 3.20

G 6mm Ditto. KG 16 3.20

In roof beam.

H 10mm Diameter rod as stirrups. KG 1,812 3.20

J 6mm Ditto. KG 49 3.20

In R.C plinth

K 10mm Diameter rod as stirrups. KG 138 3.20

TO COLLECTION :

High tensile rod reinforcement to B.S 4449 as described (cont'd) :-

Mild steel rod reinforcement to B.S 4449 as described :-

SECTION B1 - HOSTEL



ELEMENT NO. 3 - FRAME (Cont'd)


A To sides of column. M2 650 27.00

B To sides and soffit of suspended beam. M2 896 27.00

C Ditto of roof beam. M2 824 27.00

D Ditto of R.C plinth M2 40 27.00

TO COLLECTION :

Page No. B1/3/1 - - -

Page No. B1/3/2 - - -

Page No. B1/3/3 - - -

ELEMENT NO. 3 - FRAMECARRIED TO SUMMARY

SECTION B1 - HOSTEL


AMOUNT(RM/SEN)

11,700.00

20,800.00

16,900.00

1,040.00

2,323.20

5,920.00

6,534.40

4,313.60

13,798.40

3,036.80

2,185.60

790.40

9,594.30

1,603.49

2,813.66

4,184.29

654.62

SECTION B1 - HOSTEL


108,192.77

SECTION B1 - HOSTEL


AMOUNT(RM/SEN)

96.00

41.60

12.80

8,780.80

230.40

6,220.80

51.20

5,798.50

157.66

441.60

21,831.36

SECTION B1 - HOSTEL


AMOUNT(RM/SEN)

17,550.00

24,192.00

22,248.00

1,080.00

65,070.00

108,192.77

21,831.36

65,070.00

195,094.13

SECTION B1-HOSTEL



ELEMENT NO. 4 - UPPER FLOOR

A 150mm Thick suspended floor slab. M2 531 39.00

In slab

B 10mm Diameter rod. KG 8,974 3.20


C To soffit of suspended floor slab. M2 651 27.00

DM 166 6.00

____________________

E

M2 155 25.00

ELEMENT NO. 4 - UPPER FLOORCARRIED TO SUMMARY



To edge of concrete exceeding 100mm but not exceeding 200mm high.

Supply and lay approved waterproofing membrane as described all to manufacturer's instruction and recommendation and S.O.'s approval to toilet.

SECTION B1-HOSTEL


AMOUNT(RM/SEN)

20,709.00

28,717.54

17,577.00

996.00

3,875.00

71,874.54

SECTION B1 -HOSTEL

QBC/BPSP/VETERINAR/KLUANG/2009 B1.1/5/35


ELEMENT NO. 5 - STAIRCASE AND STEP

STAIRCASE

A Staircase. M3 5 290.00

B Landing toe beam. M3 3 290.00

C Landing beam. M3 2 290.00

D 150mm Thick landing slab. M2 18 43.50

E In nosing M3 1 290.00

In staircase.

F 12mm Diameter rod. KG 307 3.20

G 10mm Ditto. KG 218 3.20

In landing beam.

H 16mm Diameter rod. KG 59 3.20

J 12mm Ditto. KG 33 3.20

K 10mm Ditto. KG 21 3.20

In landing slab.

L 12mm Diameter rod. KG 348 3.20

In landing beam.

M 10mm Diameter rod. KG 88 3.20

TO COLLECTION :



Mild steel tensile rod reinforcement to B.S 4449 as described :-

SECTION B1 -HOSTEL




A To sloping soffit of staircase. M2 20 27.00

B To sides and soffit of landing toe beam. M2 3 27.00

C To soffit of landing beam. M2 21 27.00

D To soffit of landing slab. M2 18 27.00

E To undercut riser of staircase 171mm high. M 66 2.00

F To edge of concrete not exceeding 200mm high. M 11 2.00

G

M 26 4.00

Cement and sand (1:3) as described :-

HM 68 3.00

J 20mm thick screed to slab M2 18 9.00

K Ditto to 171mm high of undercut riser ditto. M 66 2.00

LM 66 4.50

M 25mm Thick plainface to tread 300mm wide. M 20 10.00

N

M 26 3.00

TO COLLECTION :

ELEMENT NO. 5 - STAIRCASE AND STEP (Cont'd)

To sides of raking open string 300mm (extreme) wide including cutting formwork to profile of treads and risers.

20mm Thick screed to 275mm wide of tread at staircase.

Extra over 75mm tread for nosing non - slip homogenous tiles.

Cement and sand (1:6) with an approved plasticiser as described :-

Ditto to raking open string 300mm (extreme) wide including working to profile of treads and undercut riser.

SECTION B1 -HOSTEL



A To sides and soffit of starcase. M2 20 4.50

B

M 26 1.00

C M 66 13.00

Handrail and Balustrade

D

M 14 27.00

E

M 28 27.00

F 25mm Diameter x 2mm thick mild steel mid rail M 137 16.00

TO COLLECTION :


Prepare and apply one coat of primer and two coats of emulsion paint as described (Cont'd):-

To raking open string 300mm (extreme) wide including working to profile of treads and undercut riser.

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) :-

Extra over tread for nosing homogenous tiles.

40mm Diameter x 2mm thick mild steel balustrade painted finish at top handrail and stair all as Architect's approval

Mild steel railing at 900mm height selected at top handrail with 60mm diameter x 2mm thick to Architect's approval

SECTION B1 -HOSTEL



STEP

Mass concrete Grade 20 as described in :-

A Step. M3 10 170.00

B Slab M3 1 170.00


C To undercut riser of step 200mm high. M 4 5.00

D To undercut riser of step 150mm high. M 43 5.00

E To sloping soffit of step M 15 5.00

F To soffit of landing slab M 3 5.00


GM 43 4.00

H Ditto to 200mm high of undercut riser M 4 2.00

J Ditto to 150mm high of undercut riser M 39 2.00

K M 4 5.50

L Ditto 50mm tread homogenous nosing tiles. M 39 5.00

M 20mm thick plainface to sloping soffit of step M2 15 9.00

N To sloping soffit of step M2 15 4.50

TO COLLECTION :


20mm Thick screed to 300mm wide of tread at step

Extra over 100mm tread homogenous nosing tiles.

Cement and sand (1:6) with approved, plastiser as described :-

Prepare and apply one coat of primer and two coats of emulsion paint

SECTION B1 -HOSTEL



COLLECTION :

From page : B1.1/5/1 - -

From page : B11/5/2 - -

From page : B1.1/5/3 - -

From page : B1.1/5/4 - -

ELEMENT BILL NO. 5 - STAIRCASE CARRIED TO SUMMARY


SECTION B1 -HOSTEL


AMOUNT (RM/SEN)

1,450.00

870.00

580.00

783.00

290.00

982.40

697.60

188.80

105.60

67.20

1,113.60

281.60

7,409.80

SECTION B1 -HOSTEL


AMOUNT (RM/SEN)

540.00

81.00

567.00

486.00

132.00

22.00

104.00

204.00

162.00

132.00

297.00

200.00

78.00

3,005.00

SECTION B1 -HOSTEL


AMOUNT (RM/SEN)

90.00

26.00

858.00

378.00

756.00

2,192.00

4,300.00

SECTION B1 -HOSTEL


AMOUNT (RM/SEN)

1,700.00

170.00

20.00

215.00

75.00

15.00

172.00

8.00

78.00

22.00

195.00

135.00

67.50

2,872.50

SECTION B1 -HOSTEL


AMOUNT (RM/SEN)

7,409.80

3,005.00

4,300.00

2,872.50

17,587.30

SECTION B1- HOSTEL



ELEMENT NO. 6 - ROOF

Roof Trusses

A

(Approximately 899 m2- measured flat - on plan) ITEM - -

B 100mm x 75mm Hardwood wall plate. M 146 10.00

C

M2 1,004 65.00

D

M2 1,004 7.00

E

M2 1,004 8.00

TO COLLECTION :

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 site :-

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 including painting on metalworks.

Sawn pressure treated Group 'B' timber as described :-

Approved metal decking roofing covering in colour selected by S.O all fixed in accordance to manufacturer's instruction and recommendation :-

0.52mm Thick metal deck roof covering complete with polyurethane foam and pvc sheet fixed to steel purlin (measured separately).

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).

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).

SECTION B1- HOSTEL



Roof Finishes And Coverings

RC Gutter

A

M 16 450.00

BM 16 35.00

C Ditto embedded in concrete bed. M 3 35.00

D NO 6 25.00

E NO 8 25.00

F

NO 2 18.00

TO COLLECTION :

COLLECTION :

Page No. B1/6/1 - - -

Page No. B1/6/2 - - -

ELEMENT NO. 6 - ROOFCARRIED TO SUMMARY

ELEMENT NO. 6 - ROOF (Cont'd)

RC gutter complete with all necessary concrete,formwork, reinforcement, waterproofing including all necessary fittings, fixings, accessories, painting etc.all accordance to manufacturer's detail.

Approved unplasticised polyvinyl chloride Upvc) pipework and fitting including jointing in accordance with manufacturer's instruction :-

100mm Diameter rainwater downpipe fixed to wall and column.

Extra over for bend.

Extra over for swan neck.

Approved 100mm diameter UPVC grating and setting on top of rainwater downpipe (measured separately).

SECTION B1- HOSTEL


AMOUNT(RM/SEN)

35,960.00

1,460.00

65,260.00

7,028.00

8,032.00

117,740.00

SECTION B1- HOSTEL


AMOUNT(RM/SEN)

7,200.00

560.00

105.00

150.00

200.00

36.00

8,251.00

117,740.00

8,251.00

125,991.00

SECTION B1 - HOSTEL



ELEMENT NO. 7 - EXTERNAL WALL

A

M2 1,123 27.00

_______________________

B

M 268 5.00

C

NO 2,784 2.00

DM 50 15.00

EM 3 35.00

________________________________

F

M 4 35.00

ELEMENT NO. 7 - EXTERNAL WALLCARRIED TO SUMMARY

Common clay bricks in cement mortar (1:3) as described with approved plasticiser as described:

112mm Thick brickwall reinforced with and including a layer of 'Exmet' or other equal and approved brick reinforcement at every fourth course.

Bituminous felt damp proof course as described laid horizontally under 150mm thick brickwall (measured nett - no allowance made for laps).

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.

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 :-

100mm Wide x 50mm thick precast concrete copping as per architect detail drawing.

225mm Wide 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/06-2009/WP-01

SECTION B1 - HOSTEL


SECTION B1 - HOSTEL


AMOUNT(RM/SEN)

30,321.00

1,340.00

5,568.00

750.00

105.00

140.00

38,224.00

SECTION B1 - HOSTEL


SECTION B1 - HOSTEL



A

M2 1,467 27.00 ____________________

B

M 606 5.00

C

NO 1,222 2.00

D

M2 25 85.00

E

M 7 35.00

CARRIED TO SUMMARY

ELEMENT NO. 8 - INTERNAL WALL AND PARTITION

Common clay bricks in cement mortar (1:3) as described with approved plasticiser as described:

115mm Thick brickwall reinforced with and including a layer of 'Exmet' or other equal and approved brick reinforcement at every fourth course.

Bituminous felt damp proof course as described laid on horizontally under 150mm thick brickwall (measured nett - no allowance made for laps).

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.

Gypsum board wall partition to be support with M.S Frame to as per drawing to engineer and architect approved.

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 :-

225mm Wide x 100mm thick precast concrete copping at tempat basuh kaki as per architect detail drawing.

ELEMENT NO. 8 - INTERNAL WALL AND PARTITION

SECTION B1 - HOSTEL


SECTION B1 - HOSTEL


AMOUNT(RM/SEN)

39,609.00

3,030.00

2,444.00

2,125.00

245.00

47,453.00

SECTION B1 - HOSTEL


SECTION B1 - HOSTEL



ELEMENT NO. 9 - DOOR AND IRONMONGERY

A

M 104 10.00

B

NO 66 4.00

CNO 2 285.00

D Ditto, overall size 900mm x 2100mm high (D2). NO 35 255.00

E Ditto, overall size 900mm x 2100mm high (D3). NO 6 255.00

F Ditto, overall size 750mm x 2100mm high (D4). NO 33 158.00

G Ditto, overall size 900mm x 2100mm high (D5). NO 3 255.00

H Ditto, overall size 1200mm x 2100mm high (D6). NO 4 270.00

JNO 1 285.00

K Ditto, overall size 950mm x 2100mm high (GD2). NO 3 255.00

L Ditto, overall size 950mm x 2100mm high (GD2). NO 3 255.00

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.

50mm x 150mm x 100mm High precast concrete Grade 20 as described heelstone finish fair to all exposed surfaces to profile of door frame.

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 :-

To suit door opening overall size 1500mm x 2100mm high (D1).

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 :-

To suit door opening overall size 1500mm x 2100mm high (SG1).

SECTION B1 - HOSTEL


TO COLLECTION :


A

(Type D1) NO 2 945.00

B

(Type D2) NO 35 567.00

C

(Type D3) NO 6 529.00

D

(Type D4) NO 33 252.00

E

(Type D5) NO 3 567.00

F

(Type D6) NO 4 756.00

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 :-

1500mm Wide x 2100mm high double swing timber solid panel door complete with approved door lockset and butt hinges all as per Architects drawing .

900mm Wide x 2100mm high single swing solid panel door complete with approved door lockset and butt hinges all as per Architects drawing .

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 .

750mm Wide x 2100mm high single swing pvc flush door complete with approved door lockset and butt hinges all as per Architects drawing .

900mm Wide x 2100mm high single swing solid door complete with approved door lockset and butt hinges all as per Architects drawing .

1200mm Wide x 2100mm high double swing solid door complete with approved door lockset and butt hinges all as per Architects drawing .

SECTION B1 - HOSTEL


TO COLLECTION :


A

(FD1) NO 4 662.00

B

(FD1a) NO 1 1,103.00

C

(Type SG1) NO 1 1,260.00

D

(Type GD2) NO 3 798.00

E


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 :-

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.

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.

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 :-

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.

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.


SECTION B1 - HOSTEL


(Type GD2) NO 3 1,260.00

TO COLLECTION :


SECTION B1 - HOSTEL



A General surfaces of door leaf. M2 200 7.00

B Surfaces of metal door frame. M2 1,787 3.00

TO COLLECTION :

COLLECTION :

Page No.B1/9/1 - - -

Page No. B1/9/2 - - -

Page No. B1/9/3 - - -

Page No. B1/9/4 - - -

ELEMENT NO. 9 - DOOR AND IRONMONGERYCARRIED TO SUMMARY


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 :-

Prepare and apply one coat metallic primer, one undercoat and two coats of gloss enamel paint on the following metalwork :-

SECTION B1 - HOSTEL


SECTION B1 - HOSTEL


AMOUNT(RM/SEN)

1,040.00

264.00

570.00

8,925.00

1,530.00

5,214.00

765.00

1,080.00

285.00

765.00

765.00

SECTION B1 - HOSTEL


21,203.00

AMOUNT(RM/SEN)

1,890.00

19,845.00

3,174.00

8,316.00

1,701.00

3,024.00

SECTION B1 - HOSTEL


37,950.00

AMOUNT(RM/SEN)

2,648.00

1,103.00

1,260.00

2,394.00

SECTION B1 - HOSTEL


3,780.00

11,185.00

SECTION B1 - HOSTEL


AMOUNT(RM/SEN)

1,400.00

5,361.00

6,761.00

21,203.00

37,950.00

11,185.00

6,761.00

77,099.00

SECTION B1 - HOSTEL


SECTION B1 - HOSTEL



A

M 178 10.00

B

(Type W1) NO 1 1,544.00

C

(Type W2) NO 5 1,030.00

D

(Type W3) NO 2 644.00

E

(Type W4) NO 34 515.00

ELEMENT NO. 10 - WINDOW AND FIXED PANEL

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.

Supply and install complete natural anodised 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 :-

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.




SECTION B1 - HOSTEL


TO COLLECTION :


A

(Type W5) NO 6 257.00

B

(Type W6) NO 8 752.00

C

(Type W7) NO 7 343.00

D

(Type W8) NO 1 172.00

E

(Type W9) NO 54 79.00

F

(Type G1) NO 1 2,457.00

ELEMENT NO. 10 - WINDOW AND FIXED PANEL(Cont'd)

Supply and install complete natural anodised aluminium window of approved quality (Cont'd):-





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.

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:-

3600mm Wide x 1950mm high mild steel grill consisting of 15mm x 20mm hollow section grill and all other accessories to manufacturer's detail.

SECTION B1 - HOSTEL


TO COLLECTION :

SECTION B1 - HOSTEL



A

(Type G2) NO 5 1,638.00

B

(Type G3) NO 2 1,024.00

C

(Type G4) NO 34 819.00

D

(Type G6) NO 8 819.00

E

(Type G7) NO 7 546.00

F

(Type G8) NO 1 273.00

G

(Type G9) NO 54 137.00


Supply and fixed the following mild steel grill all accordance with manufacturer's instruction including obtaining all necessary mild steel :- (Cont'd)








SECTION B1 - HOSTEL


TO COLLECTION :


COLLECTION :

Page No. B1/10/1 - - -

Page No. B1/10/2 - - -

Page No. B1/10/3 - - -

CARRIED TO SUMMARY


ELEMENT NO. 10 - WINDOW AND FIXED PANEL

SECTION B1 - HOSTEL


SECTION B1 - HOSTEL


AMOUNT(RM/SEN)

1,776.00

1,544.00

5,150.00

1,288.00

17,510.00

SECTION B1 - HOSTEL


27,268.00

AMOUNT(RM/SEN)

1,542.00

6,016.00

2,401.00

172.00

4,266.00

2,457.00

SECTION B1 - HOSTEL


16,854.00

SECTION B1 - HOSTEL


AMOUNT(RM/SEN)

8,190.00

2,048.00

27,846.00

6,552.00

3,822.00

273.00

7,398.00

SECTION B1 - HOSTEL


56,129.00

AMOUNT(RM/SEN)

27,268.00

16,854.00

56,129.00

100,251.00

SECTION B1 - HOSTEL


SECTION B1 - HOSTEL



ELEMENT NO. 11 - EXTERNAL FINISHES

EXTERNAL WALL FINISHES

A 19mm Thick plainface to wall surfaces. M2 910 9.00

BM2 26 9.00

C Ditto, on precast concrete copping. M2 13 9.00

DM2 2 9.00

E To wall (tempat basuh kaki) M2 26 45.00

F On plastered surfaces. M2 910 6.00

G On precast concrete copping. M2 13 6.00

H On precast concrete copping. M2 2 6.00

EXTERNAL CEILING FINISHES

J

M2 22 60.00

ELEMENT NO.11 - EXTERNAL FINISHESCARRIED TO SUMMARY


19mm Thick screed to wall and column to receive ceramic wall tiles.(tempat basuh kaki)

Ditto, on precast concrete copping (tempat basuh kaki).

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) :-

Prepare and apply one coat of approved alkali resisting primer sealer and two coats weathershield paint externally as described:-

Supply and install cement board with aluminium 'T' hanger, jointing and all accessories in accordance with the manufacture instruction and architect's approval.

SECTION B1 - HOSTEL


SECTION B1 - HOSTEL


AMOUNT(RM/SEN)

8,190.00

234.00

117.00

18.00

1,170.00

5,460.00

78.00

12.00

1,320.00

16,599.00

SECTION B1 - HOSTEL


SECTION B1 - HOSTEL



ELEMENT NO. 12 - INTERNAL FLOOR FINISHES

Coloured cement and sand (1:3) as described :-

AM2 455 9.00


B 20mm Thick paving to floor trowelled smooth. M2 340 9.00

C Ditto to drop 50mm high. M 21 1.20

DM2 244 9.00

E Ditto to drop 50mm high. M 1 1.20

F Ditto carpet. M2 112 9.00

G Ditto to skirting 100mm high. M 25 1.20

H To floor. M2 244 70.00

J To drop 50mm high. M 1 7.00

K To floor. M2 112 45.00

L Approved timber skirting 100mm high. M 25 4.50

ELEMENT NO. 12 - INTERNAL FLOOR FINISHESCARRIED TO SUMMARY

20mm Thick paving to floor trowelled smooth with colour as per detail drawing and s.o. instruction.

20mm Thick screed to floor to receive non-slip homogenous tiles.

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) :-

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.

SECTION B1 - HOSTEL


AMOUNT(RM/SEN)

4,095.00

3,060.00

25.20

2,196.00

1.20

1,008.00

30.00

17,080.00

7.00

5,040.00

112.50

32,654.90

SECTION B1 - HOSTEL



ELEMENT NO. 13 - INTERNAL WALL FINISHES

A 19mm Thick plainface to wall and column. M2 2,650 9.00

BM2 401 9.00

C To wall and column. M2 401 45.00

D To plastered wall and column. M2 2,650 6.00

ELEMENT NO. 13 - INTERNAL WALL FINISHESCARRIED TO SUMMARY


19mm Thick screed to wall and column to receive ceramic wall tiles.

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) :-

Prepare and apply one coat of approved alkali resisting primer sealer and two coats emulsion paint as described internally :-

SECTION B1 - HOSTEL


SECTION B1 - HOSTEL


AMOUNT(RM/SEN)

23,850.00

3,609.00

18,045.00

15,900.00

61,404.00

SECTION B1 - HOSTEL


SECTION B1 - HOSTEL



ELEMENT NO. 14 - INTERNAL CEILING FINISHES

A

M2 578 60.00

B To soffit of concrete slab. M2 480 5.00

ELEMENT NO. 14 - INTERNAL CEILING FINISHESCARRIED TO SUMMARY

Gypsum ceiling board in pin holes finish installed strictly in accordance with manufacturer's instruction :-

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

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 :-

SECTION B1 - HOSTEL


SECTION B1 - HOSTEL


AMOUNT(RM/SEN)

34,680.00

2,400.00

37,080.00

SECTION B1 - HOSTEL


SECTION B1-HOSTEL



A

NO 1 450.00

B

NO 4 270.00

C

NO 2 250.00

D

NO 5 300.00

E

NO 1 80.00

F 2250mm x 800mm x 5mm Thick, ditto. NO 2 95.00

TO COLLECTION :

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 :-

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.

Approved squatting pan with integral footrest (S-trap) 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.

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.

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.

800mm x 800mm x 5mm Thick approved non-smear mirror with 15mm thick hardwood backing and fixing with perimeter aluminium frame including plugging and screwing plywood and beading tiled to wall.

SECTION B1-HOSTEL



A

NO 1 250.00

B 860mm x 100mm x 50mm Diameter, ditto. NO 1 300.00

C 650mm x 100mm x 50mm Diameter, ditto. NO 1 200.00

D

NO 7 20.00

E Approved bib tap with hose tail or equivalent . NO 5 40.00

FNO 5 40.00

Builder's work In Connection With Services

GM2 4 50.00

H

NO 1 300.00

JM2 2 250.00

TO COLLECTION :

ELEMENT NO. 15 - SANITARY FITTINGS AND ACCESSORIES (cont'd)

Supply and fix the following sanitary fittings and accessories of approved quality…….(Cont'd):-

750mm x 100mm x 50mm Diameter heavy duty stainless steel grab bar complete with bolting, jointing, fixing and all accessories as per detail drawing.

100mm Diameter upvc floor trap complete with fixing, pointing and set in opening concrete floor with jointing outgo to waste pipe.

Approved semi-recessed paper roll holder including fixing to tiled wall.

200mm thick (1:3:6) - 20mm aggregate as specified stooling.

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

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) :-

75mm Thick precast reinforced concrete slab to vanity top.

SECTION B1-HOSTEL




AM2 1 9.00

BM2 1 9.00

CM2 4 9.00

DM2 5 9.00

E NO 4 35.00

F To top of vanity top. M2 1 65.00

G To top of counter top. M2 1 65.00

H To sides of counter top M2 4 65.00

J To sides of counter top (tempat wuduk) M2 5 65.00

TO COLLECTION :

COLLECTION :

Page No. B1/15/1 - - -

Page No. B1/15/2 - - -

Page No. B1/15/3 - - -

CARRIED TO SUMMARY

ELEMENT NO. 15 - SANITARY FITTINGS AND ACCESSORIES (cont'd)

20mm Thick screed to top of vanity top to receive homogenous tiles.

Ditto screed to top of counter top to receive homogenous tiles.

Ditto screed to sides of counter top to receive homogenous tiles.

Ditto screed to sides of counter top to receive homogenous tiles (tempat wuduk).

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) :-

ELEMENT NO. 15 - SANITARY FITTINGS AND ACCESSORIES

SECTION B1-HOSTEL


SECTION B1-HOSTEL


AMOUNT(RM/SEN)

450.00

1,080.00

500.00

1,500.00

80.00

190.00

3,800.00

SECTION B1-HOSTEL


AMOUNT(RM/SEN)

250.00

300.00

200.00

140.00

200.00

200.00

200.00

300.00

500.00

2,290.00

SECTION B1-HOSTEL


AMOUNT(RM/SEN)

9.00

9.00

36.00

45.00

140.00

65.00

65.00

260.00

325.00

954.00

3,800.00

2,290.00

954.00

7,044.00

SECTION B1-HOSTEL


BAHAGIAN C2 - EXTERNAL WORKS(WITHIN BOUNDARY)

QBC/BPSP/VETERINAR/KLUANG/2009 C/17/103


BASIC PRICE

VRC Grade 35 MC 325.00




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






Hardcore MC 40.00

300mm Widw p.c block drain including wall. M 35.00

380mm Ditto. M 42.00


Rubble pitching stone MC 300.00




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




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




BASIC PRICE

Mild steel grating. MS 350.00

600mm Dia. P.c pipe culvert. M 120.00

150mm Thk conc. Haunching surround 900mmdia. pipe culvert incldg. fwk. M 89.10

Ditto surround 750mm dia. Ditto. M 76.30

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

MS 10.00

150mm Dia. Cast. Iron pipe + fitting (adptor) M 50.00


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 22 1/2 deg. Bend. NO 65.00


1200mm x 150mm thk x 600mm long p.c. ring manhole.

20mm Thk high aluminium cement sand screed (1:2)



Extra over for 100mm dia. for tee. NO 75.00


BASIC PRICE

110mm Dia. HDPE pipe. M 55.00






Extra over for 100mm dia. for tee. NO 68.00

150mm Dia. UPVC pipe. M 55.00


150mm Dia. VCP pipe. M 68.00


150mm Dia. Ductile iron pipe. M 115.00

200mm Ditto. M 160.00

100mm Dia. Stainless steel pipe. M 125.00

150mm Ditto. M 160.00



AMOUNT(RM/SEN)

BQ ASRAMA

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Transcript of BQ ASRAMA