Case study

1. –
11DOC716/BOQ/PK1/Bill1
REDUCED
LEVEL
EXISTING LEVEL

2. –
12DOC716/BOQ/PK1/Bill1
11
2121212221232124
Raft
167003
50
Gravel
20
95
FIELD
DENSITY , TEST T180
19503

3. –
13DOC716/BOQ/PK1/Bill1
12
20
95
Leveling
42003
13
95
FIELD DENSITYTEST
T180
1522002
14
15
15228
105103

4. –
14DOC716/BOQ/PK1/Bill1
5
423
15
18
18228
1403
5503
16
25
25228
4303
(Raft )
33003

5. –
15DOC716/BOQ/PK1/Bill1
753
203
17
35
355703
353
W
553
18
16
20
814
8172
5751988
152653

6. –
16DOC716/BOQ/PK1/Bill1
20503
20
303
19
HIGH STEEL GRADE (60)
4002
40
530
110
(Primer)
250

7. –
17DOC716/BOQ/PK1/Bill1
36502
111
18
55
24802
112
250
8252
113
20
3
4282
224802
114
WATER STOP
P.V.C

8. –
18DOC716/BOQ/PK1/Bill1
20100
24
17
115
116
P.V.C4
250

9. –
19DOC716/BOQ/PK1/Bill1
11
12
13
14
15
16
17
18