RATE ANALYSIS PCC (1:2:4) Manual

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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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