22/
2.50 1.50 1.40
Excavating pits to receive foundationscommencing fromstrippedlevel:not exceeding 1.5 mdeep. & Return, fill and ram. &
40.35 22/
20.45 1.50 1.03
4/
1.48 0.06
Extra over all excavations for excavating in rock X10%≈ 11.55 m3
Clear site of all bushes, shrubs, undergrowth and the like generally, including small trees, grub up roots and burn arisingson site.
& 'Gladiator 4TC' or other equal and approved chemical anti-termite treatment to subsoil and filling applied in accordance with the manufacturer's
& Excavate oversite to remove vegetable soil average200 mmand spread and level where directed on site. 2/8/
3.50 0.30
2/2/
0.15 4.60 0.30
Excavatingtrenchesto receivefoundations commencing fromstripped level: not exceeding 1.5 m deep.
0.15
1,200 400 1,600 200
2/
5.30
0.30
0.15
& Return, fill and ram. &
5,000 1,500 6,600 750 1,250
6,800 1,500
Extra over all excavations for excavating in rock X10%≈ .38 m3 & 'Gladiator 4TC' or other equal and approved chemical anti-termite treatment to subsoil and filling applied in accordance
Item
Allow for kee ping all excavations free from water (except spring and running water) by pumping, bailing or other means necessary.
40.35 20.45 Ddt 22/
0.45
150 mmthick hardcore filling to make up levels; deposit, spread and level and compact: 50 mm selected lake sand blinding.
0.35 16/
4.65 0.30
Item
Allow for provision and subsequentremoval of planking and strutting to uphold and maintain all facesof excavations generally.
4/
6.20 0.30
2/
6.45 0.30
Gladiator 4TC' or other equal and approved chemical anti-termite treatmentto subsoiland filling applied in accordance with the manufacturer's instructions. & Imported earth filling to make up levels not exceeding 300 mmdeep average
5,000 350
6,600 175 225
Reinforced in-situconcretegrade25 - 25N/mm2 / 20 mm aggregate;
6,800 350 22/
2.50 1.50 0.40
Columnbases. & Ddt Return fill and ram & Cart away
High yield tensile steel bar reinforcement to BS4449 as described including cutting to lengths, bending, hoisting and fixing including all necessary tying wire and spacing
2,050 400 150
22/
0.45 0.35 1.50
Columns
242/
3.10
600/
1.62
& Ddt Return fill and ram & Cart away
T8 x0.395 kg/m
286/
2.00
T12 x0.888 kg/m
40.35 20.45
150 mmsurface bed includingtampingaround fabric reinforcement & Mesh fabric reinforcement reference A193 weiging 3.02 kg/m2 including 200 mm end and side laps. & 1000 gauge polythene damp proof membrane; 300 mmlaps.
2/8/
4.65 0.30
198/
3.00
220/
2.23
6/4/
5.45
2/4/
5.45
4/
8.28
4/
11.10
3/4/
6.10
4/
8.28
2/4/
7.15
4/ 2/4/
7.35 4.43
0.60
4/
12.00
6.80
4/
1.00
Ground beams
T16 x1.579 kg/m
T20 x2.466 kg/m =861.82 Kg
0.60 2/2/
6.20 0.30
2/
0.30 0.60
T25 x3.854 kg/m
Adjustment of backfill
Sawnformwork
22/2/
2.50 0.40
22/2/
Return,fill and ramselected excavated materials around foundations; deposit in 150 mmlayersand compact to 98%MDD.
Vertical or battering sides of foundations.
1.50 0.40
2/8/
4.65 0.60
2/2/ 2/
Vertical or battering sides of ground beams
(Bases 2/8/
6.20
0.30
0.60
0.15
6.80
2/2/
0.60
4.65
(Beams
6.20 0.30 0.15
2/
6.80 0.30
2/
40.35
2/
20.45
Edgesof surfacebed 75 150 mmhigh
0.15 22/
0.45
(Columns
0.35 1.05
-
Hessian based bituminous felt damp proof course: horizontal; 200 mmwide: 150 mmlaps, bedded and jointed in cement mortar (1:4). 2/
40.00
2/
20.00
200 mmwide.
-
Load, cart, deposit and spread surplus Excavatingd material approximately 10 km fromsiteto a place approved by thelocal authority.
Reg. No…………….………. UNIVERSITY OF RWANDA
COLLEGE OF SCIENCE AND TECHNOLOGY Avenue de l'Armée, B.P. 3900 Kigali, Rwanda
UNIVERSITY EXAMINATIONS – ACADEMIC YEAR 2013/2014 SCHOOL OF ARCHITECTURE END OF SEMESTER MAIN EXAMINATION DEPARTMENT OF CONSTRUCTION MANAGEMENT
YEAR: 2
SEMESTER: 1
CMT 3212: MEASUREMENT OF CONSTRUCTION WORKS I
DATE: ____/____/_____
DURATION: 3 HRS MAXIMUM MARKS: 60
INSTRUCTIONS TO CANDIDATES AND INVIGILATORS 1. Drawings QA-SE-FW2-01, QA-SE-FW2-02, QA-SE-FW2-03, QA-SE-FW2-04, QASE-FW2-05 together with a Bar Bending Schedule are attached showing a foundation layout and details of a Substructure of a Finished Product Warehouse. 2. The paper contains ONE Question and carries a total of 60 marks. 3. Use the dimension sheets provided for the measurement of the works. 4. Measurement must be done in accordance with the Standard Method of Measurement of Building Works for East Africa latest edition. 5. Candidates are expected to complete the work in the time allocated on the question paper. Particular attention will be paid in allocating marks to logical sequence, principles, accuracy, clearly setting out, annotation of dimensions and general neatness. 6. Any information assumed in the measurement should be clearly stated. When adequate information may appear not to have been provided, make reasonable and realistic assumptions. 7. Do not forget to write your registration number. 8. Do not write any answer on this question paper. Q1
Study the drawings carefully and measure (taking-off and squaring) the Substructure of the building.
P a g e | 1
60 Mar ks
BAR BENDING SCHEDULE DATE NOV 13 2007 SUBSTRUCTURE FINISHED PRODUCT WAREHOUSE MEMBER COLUMN BASES
COLUMNS
BEAMS
o
o
TYPE &
N OF
N IN
SIZE
MBRS
EACH
01
T16
22
9
198
3,000
02
T12
22
13
286
2,000
03
T16
22
10
220
2,230
04
T8
22
11
242
3,100
06
T8
1
600
600
1,620
07
T20
2
2
4
5,450
08
T16
2
2
4
5,450
09
T16
2
2
4
5,450
10
T16
2
2
4
5,450
11
T16
2
2
4
5,450
12
T16
2
2
4
5,450
13
T16
2
2
4
5,450
14
T20
2
2
4
5,450
15
T20
2
2
4
8,275
16
T20
2
2
4
11,100
17
T20
2
2
4
6,100
18
T20
2
2
4
6,100
19
T20
2
2
4
6,100
20
T20
2
2
4
8,275
21
T20
2
2
4
7,150
22
T20
2
2
4
7,350
23
T20
2
2
4
7,150
24
T20
2
2
4
4,425
25
T25
2
2
4
12,000
25a
T25
2
2
4
1,000
26
T20
2
2
4
4,425
BAR MARK
o
TOTAL N
LENGTH OF EACH BAR
Mass / Linear Metre
T8 T12 T14 T16 T20 T25
0.395 0.888 1.209 1.579 2.466 3.854
