1
2
3
4
5
6
7
8
CONSTRUCTION ACTIVITIES-SEQUENCE FROM STARTING TO FINISHING
CUMULATIVE SUM % 10% RENTION
PAYMENT SCHEDULE
ACTUAL
FOR EACH ITEM
COMLETETION
Mobilization
2
0.2
Site setup
6
0.4
Preliminaries and General
7
0.1
Site Clearance
8
0.1
Surface Excavation
11
0.3
Excavation to footings
11
0.1
12
0.0
Formwork and reinforcement to footing
17
0.5
Concrete pouring to footing
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
26
27
28
29
30
31
Blockwork to strip footing
Backfill to footings
Hardcorefill
Water pipes installed
Sand Blinding
DPC Placed in position
Meshwire
Formwork to sides of slab
Concrete slump test report
Concrete pouring to slab
Ramp slab form work, Reinf, pouring
Block wall reinforcement
Block wall to exterior walls fixed in position
Block walls to internal walls install in position
Columns Reinforcement
Columns formwork
Columns Reinforcement
Concrete pouring to columns
Steel truss installed in position
Roof covering fixed in position
Variation 1
Variation 2
ITEM #
18
18
21
21
22
22
22
23
23
24
25
25
31
35
35
41
42
42
47
47
47
48
0.1
0.0
0.3
0.1
0.0
0.0
0.0
0.0
0.1
0.1
0.1
0.0
0.6
0.4
0.0
0.6
0.0
0.0
0.5
0.0
0.0
0.1
32
33
34
35
36
37
38
39
40
41
42
43
44
45
46
47
48
49
50
51
52
53
54
Variation 3
Variation 4
Variation 5
Variation 6
Platering to block walls
Ceiling framing and lining fixed in position
Cables fix in position
3 coats of paint applied
Tiling fixed in position
lights fixed in position
Switches fixed in position
Fan switched fixed in position
Taps fixed in position
Dux pipe fix in position
Waster pipes fixed in position
Guttering and down pipe fixed in position
Doors fixed in position
Windows fixed in position
Furnitures supplied and fix in position
Guttering and down pipe fixed in position
Drainage if any
SUB-TOTAL
OVERHEAD AND PROFIT MARGIN
TOTAL COST FOR PROJECT
Retention Period laps
SUB-TOTAL
OVERHEAD AND PROFIT MARGIN
ORIGINAL CONTRACT SUM
ADD OTHER COSTS, ( LABOUR TRANS[PORT
ETC…AS SHOWN IN THE SUMMARY SHEET) FOR
EACH PAYMENT
56
64
71
78
84
85
85
86
86
87
87
87
88
88
89
89
89
90
90
90
91
0.8
0.8
0.7
0.7
0.6
0.1
0.0
0.1
0.1
0.0
0.0
0.0
0.0
0.0
0.1
0.0
0.1
0.0
0.0
0.0
0.1