Rate Analysis Sheet
I.Material Cost Analysis :
Material QuantityRate
PerAmount
Rs. P. Rs. P.- - - - - Nil -
Total Rs. -II.Labour Cost Analysis :
Labour No.Rate
PerAmount
Rs. P. Rs. P.Male 1/3 60 0 day 20 0
Female 1/3 50 0 day 16 66
Total Rs. 36.66III.Equipment Cost Analysis :
EquipmentHire ChargeRs. P.36 66
Add Water Charges 1.5 % 0 55Add Sundaries 1 % 0 37
Total Cost Rs. 37 58Total Cost for the item :
a. Material cost - -b. Labour cost 36 66
Add Water Charges 1.5 % and Sundaries 1% c. Equipment cost 0 9210% of Total Cost d. Contractor's profit 3 76
Total Rs. 41.34Cost Rs. 41.30 per
Rate Analysis Sheet
I.Material Cost Analysis :
Material QuantityRate
PerAmount
Rs. P. Rs. P.- - - - - Nil -
Excavation for foundation upto 1.5 m depth including disposal excavated material upto 50 m
m3
Excavation for foundation 1.5 m to 3 m depth including disposal excavated material upto 50 m
Total Rs. -II.Labour Cost Analysis :
Labour No.Rate
PerAmount
Rs. P. Rs. P.Male 11/30 60 0 day 22 0
Female 11/30 50 0 day 18 33
Total Rs. 40.33III.Equipment Cost Analysis :
EquipmentHire ChargeRs. P.40 33
Add Water Charges 1.5 % 0 60Add Sundaries 1 % 0 40
Total Cost Rs. 41 33Total Cost for the item :
a. Material cost - -b. Labour cost 40 33
Add Water Charges 1.5 % and Sundaries 1% c. Equipment cost 1 010% of Total Cost d. Contractor's profit 4 13
Total Rs. 45.46Cost Rs. 45.5 per
Rate Analysis Sheet
Providing and laying P.C.C.(1:4:8) and curing excluding formwork
I.Material Cost Analysis :
Material QuantityRate
PerAmount
Rs. P. Rs. P.Cement 1/13*1.54*28.8 3.41 145 0 bag 494.45
Sand 4/13*1.54 0.473 150 0 70.95
Aggregate 8/13*1.54 0.947 400 0 378.8
Total Rs. 944.2II.Labour Cost Analysis :
Labour No.Rate
PerAmount
Rs. P. Rs. P.Male 3/4 60 0 day 45 0
m3
m3
m3
Female 1/2 50 0 day 25 0
Bhisti 1/5 60 0 day 12 0
Total Rs. 82.00III.Equipment Cost Analysis :
EquipmentHire ChargeRs. P.
Total Material and Labour Cost 1026.20 0Concrete Mixer 500 Rs. *1/20 day 25.00 0
Total 1051.20Add Water Charges 1.5 % 15.77 0
Total 1066.97Add Sundaries 1 % 10.66968 0
Total Cost Rs. 1077.64 0Total Cost for the item :
a. Material cost 944.2 0b. Labour cost 82.00 0
Add Water Charges 1.5 % and Sundaries 1% c. Equipment cost 51.44 010% of Total Cost d. Contractor's profit 107.7638 0
Total Rs. 1185.40Cost Rs. 1186.00 per
Rate Analysis Sheet
R.C.C.(1:2:4) Footing including formwork (1 mx 1 m) , excluding reinforcement
I.Material Cost Analysis :
Material QuantityRate
PerAmount
Rs. P. Rs. P.Cement 1/7*1.54*28.8 6.336 145 0 bag 918.72
Sand 2/7*1.54 0.44 150 0 66.00
Aggregate 4/7*1.54 0.88 400 0 352.00
Total Rs. 1336.72II.Labour Cost Analysis :
Labour No.Rate
PerAmount
Rs. P. Rs. P.Male 3/4 60 0 day 45 0
Female 1/2 50 0 day 25 0
Bhisti 1/5 60 0 day 12 0
m3
m3
m3
Total Rs. 82.00III.Equipment Cost Analysis :
EquipmentHire ChargeRs. P.
Total Material and Labour Cost 1418.72 0Concrete Mixer 600 Rs. *1/30 day 20.00 0
160.00 0
Total 1598.72Add Water Charges 1.5 % 23.98 0
Total 1622.70Add Sundaries 1 % 16.22701 0
Total Cost Rs. 1638.93 0Total Cost for the item :
a. Material cost 1336.72 0b. Labour cost 82.00 0
Add Water Charges 1.5 % and Sundaries 1% c. Equipment cost 220.21 010% of Total Cost d. Contractor's profit 163.8928 0
Total Rs. 1802.82Cost Rs. 1803.00 per
Rate Analysis Sheet
R.C.C.(1:2:4) Column (400 mm * 250 mm) and their formwork excluding reinforcement
I.Material Cost Analysis :
Material QuantityRate
PerAmount
Rs. P. Rs. P.Cement 1/7*1.54*28.8 6.336 140 0 bag 887.04
Sand 2/7*1.54 0.44 200 0 88.00
Aggregate 4/7*1.54 0.88 400 0 352.00
Total Rs. 1327.04II.Labour Cost Analysis :
Labour No.Rate
PerAmount
Rs. P. Rs. P.Male 3/4 60 0 day 45 0
Female 1/2 50 0 day 25 0
Bhisti 1/5 60 0 day 12 0
Total Rs. 82.00III.Equipment Cost Analysis :
EquipmentHire ChargeRs. P.
Cost of Centering ( 80.00 Rs. Per Sq.m)* 2 m2 (Total 4 m length * 0.5 m height)
m3
m3
m3
Total Material and Labour Cost 1409.04 0Concrete Mixer 600 Rs.*1/30 day 20.00 0
1040.00 0
Total 2469.04Add Water Charges 1.5 % 37.04 0
Total 2506.08Add Sundaries 1 % 25.06076 0
Total Cost Rs. 2531.14 0Total Cost for the item :
a. Material cost 1327.04 0b. Labour cost 82.00 0
Add Water Charges 1.5 % and Sundaries 1% c. Equipment cost 1122.10 010% of Total Cost d. Contractor's profit 253.1136 0
Total Rs. 2784.25Cost Rs. 2784.00 per
Rate Analysis Sheet
R.C.C.(1:2:4) Beam (250 mm * 300 mm) and their formwork excluding reinforcement
I.Material Cost Analysis :
Material QuantityRate
PerAmount
Rs. P. Rs. P.Cement 1/7*1.54*28.8 6.336 140 0 bag 887.04
Sand 2/7*1.54 0.44 200 0 88.00
Aggregate 4/7*1.54 0.88 400 0 352.00
Total Rs. 1327.04II.Labour Cost Analysis :
Labour No.Rate
PerAmount
Rs. P. Rs. P.Male 3/4 60 0 day 45 0
Female 1/2 50 0 day 25 0
Bhisti 1/5 60 0 day 12 0
Total Rs. 82.00III.Equipment Cost Analysis :
EquipmentHire ChargeRs. P.
Total Material and Labour Cost 1409.04 0Concrete Mixer 600.00 Rs.*1/30 day 20.00 0
917.60 0
Cost of Centering ( 80.00 Rs. Per Sq.m)* 13 m2 (Total (2*0.4+2*0.25)1.3 m length * 10 m height)
m3
m3
m3
Cost of Centering (80.00 Rs Per m2)* 11.47 m2 [(length= volume(1m3) /(c/s area(0.25*0.3) m]=13.50 m * 0.85 m (0.3+0.3+0.25) m length
Total 2346.64Add Water Charges 1.5 % 35.20 0
Total 2381.84Add Sundaries 1 % 23.8184 0
Total Cost Rs. 2405.66 0Total Cost for the item :
a. Material cost 1327.04 0b. Labour cost 82.00 0
Add Water Charges 1.5 % and Sundaries 1% c. Equipment cost 996.62 010% of Total Cost d. Contractor's profit 240.5658 0
Total Rs. 2646.22Cost Rs. 2647.00 per
Rate Analysis Sheet
Yellow soil or Earth Filling in Plinth
I.Material Cost Analysis :
Material QuantityRate
PerAmount
Rs. P. Rs. P.Yellow soil or Earth 1 125 0 125.00
Total Rs. 125.00II.Labour Cost Analysis :
Labour No.Rate
PerAmount
Rs. P. Rs. P.Male 1/10 60 0 day 6 0
Female 1/10 50 0 day 5 0
Total Rs. 11.00III.Equipment Cost Analysis :
EquipmentHire ChargeRs. P.
Total Material and Labour Cost 136.00 0Add Sundaries 1 % 1.36 0
Total Cost Rs. 137.36 0Total Cost for the item :
a. Material cost 125.00 0b. Labour cost 11.00 0
Sundaries 1% c. Equipment cost 1.36 010% of Total Cost d. Contractor's profit 13.736 0
m3
m3
Total Rs. 151.10Cost Rs. 151.00 per
Rate Analysis Sheet
R.C.C.(1:2:4) Slab and their formwork excluding reinforcement
I.Material Cost Analysis :
Material QuantityRate
PerAmount
Rs. P. Rs. P.Cement 1/7*1.54*28.8 6.336 145 0 bag 918.72
Sand 2/7*1.54 0.44 150 0 66.00
Aggregate 4/7*1.54 0.88 400 0 352.00
Total Rs. 1336.72II.Labour Cost Analysis :
Labour No.Rate
PerAmount
Rs. P. Rs. P.Male 3/4 60 0 day 45 0
Female 1/2 50 0 day 25 0
Bhisti 1/5 60 0 day 12 0
Mason 1/4 200 0 day 50 0Total Rs. 132.00
III.Equipment Cost Analysis :
EquipmentHire ChargeRs. P.
Total Material and Labour Cost 1468.72 0Concrete Mixer 500.00 Rs.*1/20 day 25.00 0
560.00 0Total 2053.72
Add Water Charges 1.5 % 30.81 0Total 2084.53
Add Sundaries 1 % 20.84526 0Total Cost Rs. 2105.37 0
Total Cost for the item :a. Material cost 1336.72 0b. Labour cost 132.00 0
Add Water Charges 1.5 % and Sundaries 1% c. Equipment cost 636.65 010% of Total Cost d. Contractor's profit 210.5371 0
Total Rs. 2315.91Cost Rs. 2316.00 per
Rate Analysis Sheet
m3
m3
m3
Cost of shuttering (80.00 Rs Per m2)* 7 m2
m3
12 mm thick smooth plastering ( 1 : 4 )
I.Material Cost Analysis :
Material QuantityRate
PerAmount
Rs. P. Rs. P.
add 30 % fill joint or even surfaces=0.3*0.12=0.036add 25 % Dry Volume = 0.25 * 0.12 = 0.03Total = 0.12+0.036+0.03 = 0.186 = 0.2
Cement 1/5*0.2*28.8=1.15+0.5 1.65 145 0 bag 239.25
Sand 4/5*0.2 0.16 150 0 24.00Total Rs. 263.25
II.Labour Cost Analysis :
Labour No.Rate
PerAmount
Rs. P. Rs. P.Male 3/4 60 0 day 45.00 0
Female 3/4 50 0 day 37.50 0
Bhisti 1/20 60 0 day 3.00 0
Mason 1 200 0 day 200.00 0Total Rs. 285.50
III.Equipment Cost Analysis :
EquipmentHire ChargeRs. P.
Total Material and Labour Cost 548.75 0Add Water Charges 1.5 % 8.23 0
Total 556.98Add Sundaries 1 % 5.569813 0
Total Cost Rs. 562.55 0Total Cost for the item :
a. Material cost 263.25 0b. Labour cost 285.50 0
Add Water Charges 1.5 % and Sundaries 1% c. Equipment cost 13.80 010% of Total Cost d. Contractor's profit 56.25511 0
Total Rs. 618.81Cost Rs. 619.00 per
Rate Analysis Sheet
I.Material Cost Analysis :
Material QuantityRate
PerAmount
Rs. P. Rs. P.30 30 0 Kg 900.00
20 30 0 Kg 600.00
wet mix volume=10 x 0.012 = 0.12 m3
m3
m2
Snowcem Painting for 100 m2
Indocem 1 st Coat
2 nd Coat
Total Rs. 1500.00II.Labour Cost Analysis :
Labour No.Rate
PerAmount
Rs. P. Rs. P.Painter 5 100 0 day 500.00 0
Helper 5 60 0 day 300.00 0
Total Rs. 800.00III.Equipment Cost Analysis :
EquipmentHire ChargeRs. P.
Total Material and Labour Cost 2300.00 0Add Water Charges 1.5 % 34.50 0
Total 2334.50Add Sundaries 1 % 23.345 0
Total Cost Rs. 2357.85 0Total Cost for the item :
a. Material cost 1500.00 0b. Labour cost 800.00 0
Add Water Charges 1.5 % and Sundaries 1% c. Equipment cost 57.85 010% of Total Cost d. Contractor's profit 235.7845 0
Total Rs. 2593.63Cost Rs. 2593.63 per
Cost Rs. 26 per
Rate Analysis Sheet
9" thick Brickwork with ( 1 : 6 ) Cement mortar
I.Material Cost Analysis :
Material QuantityRate
PerAmount
Rs. P. Rs. P.Bricks 500 1100 0 1000 no. 550.00 0
Cement 1/7*0.32*28.8 1.32 145 0 bag 190.90 0
Sand 6/7*0.32 0.27 150 0 41.14 0
Total Rs. 782.05II.Labour Cost Analysis :
Labour No.Rate
PerAmount
Rs. P. Rs. P.( Helper ) Male 1/3 60 0 day 20 0
( Helper ) Female 1/3 50 0 day 16.67 0
100 m2
m2
m3
Bhisti 1/10 50 0 day 5.00 0
Mason 1/3 200 0 day 66.67 0Total Rs. 108.33
III.Equipment Cost Analysis :
EquipmentHire ChargeRs. P.
Total Material and Labour Cost 890.38 0Add Water Charges 1.5 % 13.36 0
Total 903.73 0Add Sundaries 1 % 9.037347 0
Total Cost Rs. 912.77 0Total Cost for the item :
a. Material cost 782.05 0b. Labour cost 108.33 0
Add Water Charges 1.5 % and Sundaries 1% c. Equipment cost 22.39 010% of Total Cost d. Contractor's profit 91.27721 0
Total Rs. 1004.05Cost Rs. 1004.00 per
Rate Analysis Sheet
I.Material Cost Analysis :
Material QuantityRate
PerAmount
Rs. P. Rs. P.Polished kotah stone 10 225 0 2250.00 0
Cement 1/7*1.42*28.8*0.29 1.69 145 0 bag 245.67 0
Sand 6/7*0.29 0.25 150 0 37.29 0
Total Rs. 2532.95II.Labour Cost Analysis :
Labour No.Rate
PerAmount
Rs. P. Rs. P.( Helper ) Male 1/2 60 0 day 30.00 0
( Helper ) Female 1/2 50 0 day 25.00 0
Bhisti 1/5 60 0 day 12.00 0
Mason 1/2 200 0 day 100.00 0Total Rs. 167.00
III.Equipment Cost Analysis :
EquipmentHire ChargeRs. P.
m3
Polished kotah stone ( 10 m2 ) with ( 1 : 6 ) Cement mortar
m2
m3
Total Material and Labour Cost 2699.95 0Add Water Charges 1.5 % 40.50 0
Total 2740.45 0Add Sundaries 1 % 27.40453 0
Total Cost Rs. 2767.86 0Total Cost for the item :
a. Material cost 2532.95 0b. Labour cost 167.00 0
Add Water Charges 1.5 % and Sundaries 1% c. Equipment cost 67.90 010% of Total Cost d. Contractor's profit 276.7858 0
Total Rs. 3044.64Cost Rs. 3045.00 per
Cost Rs. 304.50 per
Rate Analysis Sheet
I.Material Cost Analysis :
Material QuantityRate
PerAmount
Rs. P. Rs. P.Tiles 10 60 0 600.00 0
Cement 1/7*1.42*28.8*0.29 1.69 145 0 bag 245.67 0
Sand 6/7*0.29 0.25 150 0 37.29 0
Total Rs. 882.95II.Labour Cost Analysis :
Labour No.Rate
PerAmount
Rs. P. Rs. P.( Helper ) Male 3/4 60 0 day 45.00 0
( Helper ) Female 3/4 50 0 day 37.50 0
Bhisti 1/20 60 0 day 3.00 0
Mason 1 200 0 day 200.00 0Total Rs. 285.50
III.Equipment Cost Analysis :
EquipmentHire ChargeRs. P.
Total Material and Labour Cost 1168.45 060.00 0
Total 1228.45 0Add Water Charges 1.5 % 18.43 0
Total 1246.88 0Add Sundaries 1 % 12.46881 0
Total Cost Rs. 1259.35 0
10 m2
m2
Mosaic flooring ( 10 m2 ) with ( 1 : 6 ) Cement mortar
m2
m3
Polishing 10 m2 ( 6 Rs. Per m2 )
Total Cost for the item :a. Material cost 882.95 0b. Labour cost 285.50 0
Add Water Charges 1.5 % and Sundaries 1% c. Equipment cost 90.90 010% of Total Cost d. Contractor's profit 125.9349 0
Total Rs. 1385.28Cost Rs. 1385.28 per
Cost Rs. 138.53 per
Rate Analysis Sheet
I.Material Cost Analysis :
Material QuantityRate
PerAmount
Rs. P. Rs. P.Glazed Tiles 37 70 0 dozen 2590.00 0
Cement 1/7*1.42*28.8*0.29 1.55 145 0 bag 224.75 0
Sand 6/7*0.29 0.10 150 0 15.00 0
Total Rs. 2829.75II.Labour Cost Analysis :
Labour No.Rate
PerAmount
Rs. P. Rs. P.( Helper ) Male 60 0 day 90.00 0
( Helper ) Female 1.5 50 0 day 75.00 0
Bhisti 3/4 60 0 day 45.00 0
Mason 1.5 200 0 day 300.00 0Total Rs. 510.00
III.Equipment Cost Analysis :
EquipmentHire ChargeRs. P.
Total Material and Labour Cost 3339.75 0Add Water Charges 1.5 % 50.10 0
Total 3389.85 0Add Sundaries 1 % 33.89846 0
Total Cost Rs. 3423.74 0Total Cost for the item :
a. Material cost 2829.75 0b. Labour cost 510.00 0
Add Water Charges 1.5 % and Sundaries 1% c. Equipment cost 83.99 010% of Total Cost d. Contractor's profit 342.3745 0
Total Rs. 3766.12Cost Rs. 3766.12 per
10 m2
m2
White Glazed Tiles ( 10 m2 ) with ( 1 : 6 ) Cement mortar
m3
1.5
10 m2
Cost Rs. 376.61 per
Rate Analysis Sheet
I.Material Cost Analysis :
Material QuantityRate
PerAmount
Rs. P. Rs. P.Glazed Tiles 37 90 0 dozen 3330.00 0
Cement 1/5*0.2*28.8 1.75 145 0 bag 253.75 0
Sand 4/5*0.20 0.13 150 0 19.50 0
Total Rs. 3603.25II.Labour Cost Analysis :
Labour No.Rate
PerAmount
Rs. P. Rs. P.( Helper ) Male 3 60 0 day 180.00 0
( Helper ) Female 3 50 0 day 150.00 0
Bhisti 3/4 60 0 day 45.00 0
Mason 3 200 0 day 600.00 0Total Rs. 975.00
III.Equipment Cost Analysis :
EquipmentHire ChargeRs. P.
Total Material and Labour Cost 4578.25 0Add Water Charges 1.5 % 68.67 0
Total 4646.92 0Add Sundaries 1 % 46.46924 0
Total Cost Rs. 4693.39 0Total Cost for the item :
a. Material cost 3603.25 0b. Labour cost 975.00 0
Add Water Charges 1.5 % and Sundaries 1% c. Equipment cost 115.14 010% of Total Cost d. Contractor's profit 469.3393 0
Total Rs. 5162.73Cost Rs. 5162.73 per
Cost Rs. 516.27 per
Rate Analysis Sheet
Refilling of material
I.Material Cost Analysis :
m2
Coloured Glazed Tiles ( 10 m2 ) with ( 1 : 4 ) Cement mortar
m3
10 m2
m2
Material QuantityRate
PerAmount
Rs. P. Rs. P.Nil - - - - - -
Total Rs. NilII.Labour Cost Analysis :
Labour No.Rate
PerAmount
Rs. P. Rs. P.( Helper ) Male 1/8 60 0 day 7.50 0
( Helper ) Female 1/8 50 0 day 6.25 0
Total Rs. 13.75III.Equipment Cost Analysis :
EquipmentHire ChargeRs. P.
Total Material and Labour Cost 13.75 0Add Sundaries 1 % 0.14 0
Total Cost Rs. 13.89 0Total Cost for the item :
a. Material cost Nil 0b. Labour cost 13.75 0
Add Water Charges 1.5 % and Sundaries 1% c. Equipment cost 0.14 010% of Total Cost d. Contractor's profit 1.39 0
Total Rs. 15.28Cost Rs. 15.50 per
Rate Analysis Sheet
Tor Steel
I.Material Cost Analysis :
Material QuantityRate
PerAmount
Rs. P. Rs. P.Tor Steel 1000 15.8 0 Kg 15800.0 -
Add 5% towards westage 50 15.8 0 Kg 790.00
Total Rs. 16590.00
m3
II.Labour Cost Analysis :
Labour No.Rate
PerAmount
Rs. P. Rs. P.Labour charge 1 1500.00 0 Kg 1500.00 0
Total Rs. 1500.00III.Equipment Cost Analysis :
EquipmentHire ChargeRs. P.
Total Material and Labour Cost 18090.00 0Add Sundaries 1 % 180.90 0
Total Cost Rs. 18270.90 0Total Cost for the item :
a. Material cost 16590.00 0b. Labour cost 1500.00 0
Add Water Charges 1.5 % and Sundaries 1% c. Equipment cost 180.90 010% of Total Cost d. Contractor's profit 1827.09 0
Total Rs. 20097.99Cost Rs. 20098.00 per 1000 Kg
Cost Rs. 20.09 per Kg
Rate Analysis Sheet
4.5" thick Brickwork ( Partition wall ) with ( 1 : 6 ) Cement mortar
I.Material Cost Analysis :
Material QuantityRate
PerAmount
Rs. P. Rs. P.Bricks 50 1000 0 1000 no. 50.00 0
Cement 1/7*0.32*28.8 0.23 145 0 bag 33.35 0
Sand 6/7*0.32 0.024 150 0 3.60 0
Steel 0.88 15.5 0 Kg. 13.64Total Rs. 86.95
II.Labour Cost Analysis :
Labour No.Rate
PerAmount
Rs. P. Rs. P.( Helper ) Male 1/20 60 0 day 3 0
( Helper ) Female 1/20 50 0 day 2.50 0
Bhisti 1/20 60 0 day 3.00 0
m3
Mason 1/20 200 0 day 10.00 0Total Rs. 18.50
III.Equipment Cost Analysis :
EquipmentHire ChargeRs. P.
Total Material and Labour Cost 105.45 0Add Water Charges 1.5 % 1.58 0
Total 107.03 0Add Sundaries 1 % 1.07 0
Total Cost Rs. 108.10 0Total Cost for the item :
a. Material cost 86.95 0b. Labour cost 18.50 0
Add Water Charges 1.5 % and Sundaries 1% c. Equipment cost 2.65 010% of Total Cost d. Contractor's profit 10.81 0
Total Rs. 118.91Cost Rs. 119.00 per
Rate Analysis Sheet
I.Material Cost Analysis :
Material QuantityRate
PerAmount
Rs. P. Rs. P.( I ) Prime Coating
( 1 ) Distemper primer 8 94.00 0 Lit. 752.00 0( 2 ) Putty 5 5.00 0 Kg. 25.00 0
( 3 ) Sand Paper 1 18.00 0 Dozen 18.00 0( II ) Top Coat
( 1 )Dry Distemper 10 50.00 0 Lit. 500.00 0( 2 ) Putty 5 5.00 0 Kg. 25.00 0
( 3 ) Sand Paper 1 18.00 0 Dozen 18.00 0Total Rs. 1338.00
II.Labour Cost Analysis :
Labour No.Rate
PerAmount
Rs. P. Rs. P.( I ) Prime Coat
Painter 2.5 100.00 0 day 250.00 0Mazdoor 2.5 60.00 0 day 150.00 0
( II ) Top CoatPainter 6 100.00 0 day 600.00 0
Mazdoor 3 60.00 0 day 180.00 0
Total Rs. 1180.00III.Equipment Cost Analysis :
EquipmentHire ChargeRs. P.
Total Material and Labour Cost 2518.00 0
m3
Distemper ( 100 m2 )
Add Water Charges 1.5 % 37.77 0Total 2555.77 0
Add Sundaries 1 % 25.56 0Total Cost Rs. 2581.33 0
Total Cost for the item :a. Material cost 1338.00 0b. Labour cost 1180.00 0
Add Water Charges 1.5 % and Sundaries 1% c. Equipment cost 63.33 010% of Total Cost d. Contractor's profit 258.13 0
Total Rs. 2839.46Cost Rs. 2839.50 per
Cost Rs. 28.39 per
Rate Analysis Sheet
I.Material Cost Analysis :
Material QuantityRate
PerAmount
Rs. P. Rs. P.Teak Wood 0.1023 ### 0 3682.80 0
fitting 512.00 0
Total Rs. 4194.80II.Labour Cost Analysis :
Labour No.Rate
PerAmount
Rs. P. Rs. P.Frame
Carpenter 1 180.00 0 day 180.00 0helper 1 90.00 0 day 90.00 0
ShutterCarpenter 2 180.00 0 day 360.00 0
helper 2 90.00 0 day 180.00 0Fixers
Carpenter 0.5 180.00 0 day 90.00 0helper 0.5 90.00 0 day 45.00 0
Total Rs. 945.00III.Equipment Cost Analysis :
EquipmentHire ChargeRs. P.
Total Material and Labour Cost 5139.80 0Add Sundaries 1 % 51.40 0
Total Cost Rs. 5191.20 0Total Cost for the item :
a. Material cost 4194.80 0
100 m2
m2
Doors and Windows ( 2 m2 )
m3
b. Labour cost 945.00 0Add Water Charges 1.5 % and Sundaries 1% c. Equipment cost 51.40 0
10% of Total Cost d. Contractor's profit 519.12 0Total Rs. 5710.32
Cost Rs. 5710.32 perCost Rs. 2855.16 per
Rate Analysis Sheet
mild Steel
I.Material Cost Analysis :
Material QuantityRate
PerAmount
Rs. P. Rs. P.mild Steel 1050 16.00 0 Kg 16800.0 -
Add 5% towards westage 20 16.00 0 Kg 320.00
Total Rs. 17120.00II.Labour Cost Analysis :
Labour No.Rate
PerAmount
Rs. P. Rs. P.Labour charge 1 1500.00 0 Tonne 1500.00 0
Total Rs. 1500.00III.Equipment Cost Analysis :
EquipmentHire ChargeRs. P.
Total Material and Labour Cost 18620.00 0Add Water Charges 1.5 % 279.30 0
Total 18899.30 0Add Sundaries 1 % 188.99 0
Total Cost Rs. 19088.29 0Total Cost for the item :
a. Material cost 17120.00 0b. Labour cost 1500.00 0
Add Water Charges 1.5 % and Sundaries 1% c. Equipment cost 468.29 010% of Total Cost d. Contractor's profit 1908.83 0
Total Rs. 20997.12Cost Rs. 20997.12 per 1050 Kg
Cost Rs. 20.00 per Kg
2 m2
m2
19.99726