RATE ANALYSIS PCC (1:2:4) Manual
RATE ANALYSIS
PCC (1:2:4) (Manual):-
Wet PCC = 10m^3
Factor = 1.54
Dry PCC = 15.4m^3
Material:-
Cement = 1x15.4/(7x.035)
= 62.857
bags
Sand = 4.4m^3
Crush = 8.8m^3
Labour:-
Mason = 0.1 day/m^3
= 1 day
Waterman = 2.13 day/m^3
=21.3
days
Labour = 0.7day/m^3
=
.7x(10+15.4)/2
= 8.89
days
Machinery:-
Viberator = 1 hour for 10^3
=
0.125 days
|
Sr#
|
Resources
|
Quantity
|
Unit
|
Time (Day)
|
Rate
|
Amount (Rs)
|
|
1
|
Material
|
|||||
|
Cement
|
62.85714
|
Bags
|
-
|
300
|
18857.14
|
|
|
Sand
|
4.4
|
|
-
|
212
|
932.8
|
|
|
Crush
|
8.8
|
 |
-
|
1167
|
10269.6
|
|
|
2
|
Man Power
|
|||||
|
Mason
|
1
|
-
|
1
|
600
|
600
|
|
|
Water Man
|
1
|
-
|
21.3
|
150
|
3195
|
|
|
Simple Labour
|
1
|
-
|
8.89
|
250
|
2222.5
|
|
|
3
|
Machinery
|
|||||
|
Viberator
|
1
|
-
|
0.125
|
1600
|
200
|
|
|
Expanses On Material, Labour & Machinery
|
36277.04
|
|||||
|
4
|
Miscellaneous
|
|||||
|
Water Charges
|
400
|
|||||
|
|
36677.04
|
|||||
|
Sundries @7.5% Of Sum Of Resources
|
2750.778
|
|||||
|
Cost Without the Profit Of Contractor
|
39427.82
|
|||||
|
5
|
Profit @10%
|
3942.782
|
||||
|
6
|
Total Amount For 10 m^3 of PCC(1:2:4)
|
43370.6
|
||||
|
Total Amount For 1m^3 of PCC(1:2:4)
|
4337.06
|
|||||
|
Total Amount For 1m^3 of PCC(1:2:4)
|
122.7933
|
|||||
PCC (1:3:6) (Manual):-
Wet PCC = 10m^3
Factor = 1.54
Dry PCC = 15.4m^3
Material:-
Cement = 1x15.4/ (10x.035)
= 44 bags
Sand = 4.62m^3
Crush = 9.24m^3
Labour:-
Mason = 0.1 day/m^3
= 1 day
Waterman = 2.13 day/m^3
=21.3 days
Labour = 0.7day/m^3
=
.7x(10+15.4)/2
= 8.89
days
|
Sr#
|
Resources
|
Quantity
|
Unit
|
Time (Day)
|
Rate
|
Amount (Rs)
|
|
1
|
Material
|
|||||
|
Cement
|
44
|
Bags
|
-
|
300
|
13200
|
|
|
Sand
|
4.62
|
|
-
|
212
|
979.44
|
|
|
Crush
|
9.24
|
|
-
|
1167
|
10783.08
|
|
|
2
|
Man Power
|
|||||
|
Mason
|
1
|
-
|
1
|
600
|
600
|
|
|
Water Man
|
1
|
-
|
21.3
|
150
|
3195
|
|
|
Simple Labour
|
1
|
-
|
8.89
|
250
|
2222.5
|
|
|
3
|
Machinery
|
|||||
|
Viberator
|
1
|
-
|
0.125
|
1600
|
200
|
|
|
Expanses On Material, Labour & Machinery
|
31180.02
|
|||||
|
4
|
Miscellenous
|
|||||
|
Water Charges
|
400
|
|||||
|
|
31580.02
|
|||||
|
Sundries @7.5% Of Sum Of Resources
|
2368.502
|
|||||
|
Cost Without the Profit Of Contractor
|
33948.52
|
|||||
|
5
|
Profit @10%
|
3394.852
|
||||
|
6
|
Total Amount For 10m^3 Of PCC(1:3:6)
|
37343.37
|
||||
|
Total Amount For 1m^3 of PCC(1:3:6)
|
3734.337
|
|||||
|
Total Amount For 1m^3 of PCC(1:3:6)
|
105.7287
|
|||||
PCC (1:4:8) (Manual):-
Wet PCC = 10m^3
Factor = 1.54
Dry PCC = 15.4m^3
Material:-
Cement = 1x15.4/(13x.035)
= 33.85
bags
Sand = 4.74m^3
Crush = 9.48m^3
Labour:-
Mason = 0.1 day/m^3
= 1 day
Waterman = 2.13 day/m^3
=21.3 days
Labour = 0.7day/m^3
= .7x(10+15.4)/2
= 8.89
days
|
Sr#
|
Resources
|
Quantity
|
Unit
|
Time (Day)
|
Rate
|
Amount (Rs)
|
|
1
|
Material
|
|||||
|
Cement
|
33.84615
|
Bags
|
-
|
300
|
10153.85
|
|
|
Sand
|
4.738462
|
|
-
|
212
|
1004.554
|
|
|
Crush
|
9.476923
|
|
-
|
1167
|
11059.57
|
|
|
2
|
Man Power
|
|||||
|
Mason
|
1
|
No
|
1
|
600
|
600
|
|
|
Water Man
|
1
|
No
|
21.3
|
150
|
3195
|
|
|
Simple Labour
|
1
|
No
|
8.89
|
250
|
2222.5
|
|
|
3
|
Machinery
|
|||||
|
Viberator
|
1
|
No
|
0.125
|
1600
|
200
|
|
|
Expanses On Material, Labour & Machinery
|
28435.47
|
|||||
|
4
|
Miscellaneous
|
|||||
|
Water Charges
|
400
|
|||||
|
|
28835.47
|
|||||
|
Sundries @7.5% Of Sum Of Resources
|
2162.66
|
|||||
|
Cost Without the Profit Of Contractor
|
30998.13
|
|||||
|
5
|
Profit @10%
|
3099.813
|
||||
|
6
|
Total Amount For 10 m^3 of PCC(1:4:8)
|
34097.94
|
||||
|
Total Amount For 1m^3 of PCC(1:4:8)
|
3409.794
|
|||||
|
Total Amount For 1m^3of PCC(1:4:8)
|
96.54004
|
|||||
PCC (1:2:4) (Mechanical):-
Wet PCC = 10m^3
Factor = 1.54
Dry PCC = 15.4m^3
Material:-
Cement = 1x15.4/(7x.035)
= 62.857
bags
Sand = 4.4m^3
Crush = 8.8m^3
Labour:-
Mason = 0.1 day/m^3
= 1 day
Waterman = 2.13 day/m^3
=21.3 days
Labour = 0.3day/m^3
= 3 days
Machinery:-
Viberator = 1 hour for 10m^3
=
0.125 days
Concrete Mixer + Lift Arrangement = 0.45days
|
Sr#
|
Resources
|
Quantity
|
Unit
|
Time (Day)
|
Rate
|
Amount (Rs)
|
|
|
Material
|
|||||
|
Cement
|
62.85714
|
Bags
|
1
|
300
|
18857.14
|
|
|
Sand
|
4.4
|
|
1
|
212
|
932.8
|
|
|
Crush
|
8.8
|
|
1
|
1167
|
10269.6
|
|
|
|
Man Power
|
|||||
|
Mason
|
1
|
No
|
1
|
600
|
600
|
|
|
Water Man
|
1
|
No
|
21.3
|
150
|
3195
|
|
|
Simple Labour
|
1
|
No
|
3
|
250
|
750
|
|
|
|
Machinery
|
|||||
|
Concrete Mixer + Lift Arrangement
|
0.45
|
18000
|
8100
|
|||
|
Viberator
|
1
|
No
|
0.125
|
1600
|
200
|
|
|
Expanses On Material, Labour & Machinery
|
42904.54
|
|||||
|
|
Miscellaneous
|
|||||
|
Water Charges
|
400
|
|||||
|
|
43304.54
|
|||||
|
Sundries @7.5% Of Sum Of Resources
|
3247.841
|
|||||
|
Cost Without the Profit Of Contractor
|
46552.38
|
|||||
|
|
Profit @10%
|
4655.238
|
||||
|
|
Total Amount For 10m^3 of PCC(1:2:4)
|
51207.62
|
||||
|
Total Amount For 1m^3 of PCC(1:2:4)
|
5120.762
|
|||||
|
Total Amount For 1m^3 of PCC(1:2:4)
|
144.9819
|
|||||
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