UiTM Cawangan Selangor, Kampus Sungai Buloh - Medical Faculty
PART B2 - RESIDENTIAL COLLEGE
Summary WORK BELOW LOWEST FLOOR FINISH
UNIT OMISSION ADDITION REMARKS
ITEM DESCRIPTION
Qty Rate Amount (RM) Qty Rate Amount (RM)
CONCRETE
Reinforced vibrated concrete Grade 30 :-
A Sump wall M3 250.00 0.00 BOQ Page D/4/39 Item F
B Suspended Slab M3 250.00 0.00 BOQ Page D/4/39 Item G
C Beam M3 250.00 0.00 BOQ Page D/4/39 Item K
REINFORCEMENT
High tensile rod reinforcement to concrete:-
In lift pit wall
B 12mm diameter rod Kg (1,198) 3.80 (4,552.40) 636 3.80 2,416.80 BOQ Page B2/2/3 Item C
C 20mm diameter rod Kg (2,632) 3.80 (10,001.60) 4,390 3.80 16,682.00 BOQ Page B2/2/3 Item D
FORMWORK
Use and waste of sawn formwork:-
D to sides of lift sump wall M2 30.00 0.00 BOQ Page D/4/32 Item B
D to soffit of sump suspended slab M2 30.00 0.00 BOQ Page D/4/32 Item C
D to sides and soffit of beam M2 30.00 0.00 BOQ Page D/4/32 Item D
WATERPROOFING WORK
WATERSTOP
Approved waterstop laid into joints of
concrete strictly in accordance with
manufacturer's instructions:-
E 250mm wide approved pvc watafoil waterstop M (38) 35.00 (1,330.00) 40 35.00 1,414.70 BOQ Page B2/2/4 Item B
Prepared By : Zack Page 1 Of 7 471368444.xlsx
UNIT OMISSION ADDITION REMARKS
ITEM DESCRIPTION
Qty Rate Amount (RM) Qty Rate Amount (RM)
Total Carried Forward ( C / F ) ; (15,884.00) 20,513.50
Total Brought Forward ( B / F ) ; (15,884.00) 20,513.50
MEMBRANE WATERPROOFING
Prepare surface, apply approved
waterproofing membrane system with and
including all necessary primer coats and
treatment to all joints and inlets
strictly in accordance with
manufacturer's instructions:-
A 1.5mm thick approved waterproofing sheet
membrane to vertical surfaces of rc wall M2 (81) 35.00 (2,835.00) 0 35.00 0.00 BOQ Page B2/2/4 Item C
Total (18,719.00) 20,513.50
Prepared By : Zack Page 2 Of 7 471368444.xlsx
UNIT OMISSION ADDITION REMARKS
ITEM DESCRIPTION
Qty Rate Amount (RM) Qty Rate Amount (RM)
Net (Omission) / Addition 1,794.50
Prepared By : Zack Page 3 Of 7 471368444.xlsx
UiTM Cawangan Selangor, Kampus Sungai Buloh - Fakulti perubatan
Build Up Rates for Hacking Sump Date : 28 June 2010
Item Descriptions Unit Qty Rate Wastage Amount Remarks
Hacking the 3 nos of RC sump slab and wall; cutting,
bending of rebar, and construct a new slab and wall
Hacking Works
A Labour Output : 1 No. / 7 Days
1. Supervisor Hr 1.0 385.00 0.0% 385.00 RM110.00 / Day @ 50.0%
2. Skilled Worker Hr 3.0 525.00 0.0% 1,575.00 RM75.00 / Day @ 3 Nos.
3. Unskilled Worker Hr 2.0 385.00 0.0% 770.00 RM55.00 / Day @ 2 Nos.
B Machinaries
1. Pnuematic Concrete Braker Nos 1.0 700.00 0.0% 700.00 RM250.00 / Day
2. Air Compressor Nos 1.0 2,100.00 0.0% 2,100.00 RM350.00 / Day
3. Oxy Acetylene Nos 1.0 700.00 0.0% 700.00 RM350.00 / Day
4. Backhoe (for cleaning debris) Nos 1.0 700.00 0.0% 700.00 RM550.00 / Day @ 2 Days
5. Lorry (Ditto) Nos 1.0 900.00 0.0% 900.00 RM450.00 / Day @ 2 Days
Net Cost / Nos 7,830.00
C Profit 15.0% 1,174.50
New Works
D Materials as per Contract
Concrete
1. Wall M3 0.3 12.00 0.0% 3.60 Refer Measurement item A
2. Slab M3 0.3 12.00 0.0% 3.60
3. Beam M3 0.3 12.00 0.0% 3.60
Formwork
1. Wall M2 0.3 12.00 0.0% 3.60
2. Slab M2 0.3 12.00 0.0% 3.60
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Item Descriptions Unit Qty Rate Wastage Amount Remarks
3. Beam M2 0.3 12.00 0.0% 3.60
Rebar
1. Wall Kg 0.3 12.00 0.0% 3.60
2. Slab Kg 0.3 12.00 0.0% 3.60
3. Beam Kg 0.3 12.00 0.0% 3.60
9,036.90 / M
Say 38.10 / No.
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Project : UiTM Cawangan Selangor, Kampus Sungai Buloh - Medical Faculty
Element : Lift Pit Wall
Date : 23-Jun-10
Measurement for Concrete, Formwork, Waterstop and Waterproofing
Size Wall Qty Drawings Reference
Item Description Location
Thickness
Nos Level TM1 Remarks
L W H Conc. (M3) Fmwk (M2) Waterstop (M) Dwg No. Rev.
Omission
Sub Total 0.00 0.00 0.00
Addition
1 Lift Pit wall 4 & 17 / F 2.850 5.830 1.800 0.25 1 1 2 18.19 145.51 40.42 JKR.CKASJ/UITM/B/02/22/DNPC/07056/RC/LC-01 B CN Drawings
Sub Total 18.19 145.51 40.42
TOTAL ADDITION / (OMISSION) 18.19 145.51 40.42
Page 6 Of 7 471368444.xlsx
Project : UiTM Cawangan Selangor, Kampus Sungai Buloh - Medical Faculty Remarks
Element : Lift Pit Wall T Main Bar
Date : 23-Jun-10 R Link
56 D Laps - Tension
Measurement for Reinforcement 40 D Laps - Compression
Type Size No Length of bar
Code Ref. - Size Conc. Total Length Main Bar Links
No. Locations Descriptions Annotation Of Bar of Bar of Straight Lap Bend Hook TM1 TM2 Level
Dwg Cover of Bar (m)
(L) (W) (H) T/R (mm) Bar (m) (factor) (no) (length) (no) (m) (no) (m) 10 12 16 20 25 32 6 8 10 12
1 Lift Pit wall 10P-600 Main bar Refer Cross Section
A Vert - At door lift 100 3.09 T 20 7 3.09 0 0 0.00 1 0.650 0 0.000 3.74 2 2 1 104.58
Pile cap - GF (outside) 3,085
550
B Vert - At door lift 100 3.09 T 20 7 3.09 0 0 0.00 1 0.650 0 0.000 3.74 2 2 1 104.58
Pile cap - GF (inside) 3,085
550
C Vert - At perimeter wall 4.02 T 20 172 4.02 0 0 0.00 1 0.550 0 0.000 4.57 1 2 1 1,570.36
4,015
Pile cap - GF (both sides)
550
Refer Plan Section
D Hor - inside 300 2.98 T 12 7 2.98 0 0 0.00 2 0.300 0 0.000 3.58 4 2 1 200.26
Pile cap - GF 2,976
E Hor - outside 700 3.04 T 12 7 3.04 0 0 0.00 2 0.700 0 0.000 4.44 2 2 1 124.32
Pile cap - GF 3,040
F vert - inside 5.96 T 12 7 5.96 0 0 0.00 2 0.300 0 0.000 6.56 2 2 1 183.57
Pile cap - GF 5,956
300
G vert - outside 6.02 T 12 7 6.02 0 0 0.00 2 0.700 0 0.000 7.42 2 2 1 207.76
Pile cap - GF 6,020
700
TOTAL LENGTH m - 715.90 - 1,779.52 - - - - - -
FACTORS kg/m 0.617 0.888 1.579 2.467 3.854 6.315 0.222 0.395 0.617 0.888
TOTAL WEIGHT kg - 635.72 - 4,390.08 - - - - - -
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