# 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