Standard Data – Observed Data – Schedule of rates – Market rates – Standard Data for Man Hours and Machineries for common civil works – Rate Analysis for all Building works, canals, and Roads– Cost Estimates

1. SNS COLLEGE OF ENGINEERING
An Autonomous Institutions
Accredited by NBA – AICTE and Accredited by NAAC – UGC with ‘A’ & ‘A+’Grade
Approved by AICTE, New Delhi & Affiliated to Anna University, Chennai
DEPARTMENT OF CIVIL ENGINEERING
COURSE NAME:
CE8701 - ESTIMATION, COSTING AND VALUATION ENGINEERING
IV YEAR / VII SEMESTER
Unit II: RATE ANALYSIS AND COSTING
Topic 1 : Analysis of Rates

2. 12/4/2020
UNIT II - RATE ANALYSIS AND COSTING
SNSCE/ Civil Engg /VII sem / Shanmugasundaram N/ Ap/Civil
Standard Data – Observed Data – Schedule of rates – Market rates –
Standard Data for Man Hours and Machineries for common civil works –
Rate Analysis for all Building works, canals, and Roads– Cost Estimates
(additional practice in class room using Computer softwares) - (Analysis of
rates for the item of work asked, the data regarding labour, rates of material
and rates of labour to be given in the Examination Question Paper)
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3. 12/4/2020
Analysis of Rates
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SNSCE/ Civil Engg /VII sem / Shanmugasundaram N/ Ap/Civil
Data
Method of determining the rate per unit of particular item of
work in a structure.
Including Quantities of materials required, cost of materials at
site, Labour required and labourer charge, lump sum if required.
The cost per unit of an item of work is called data.
Analysis of rates
 Quantities of items are calculated by detailed estimation.
Classification of Data
1. Standard data
2. Main data
3. Sub data
4. Observed data
5. Sundries and Lump sum provision.
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4. 12/4/2020
Analysis of Rates
SNSCE/ Civil Engg /VII sem / Shanmugasundaram N/ Ap/Civil
1. Standard data
SOR 2019-2020.pdf
2. Main data
 Major item of works.
 Total cost of a particular item of work involving many sub works or
sub data
3.Sub data
 In main data some of the certain minor items (Sub data) are not
given directly.
 In this case the cost of minor works are prepared as sub data.
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5. 12/4/2020
Analysis of Rates
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SNSCE/ Civil Engg /VII sem / Shanmugasundaram N/ Ap/Civil
3.Sub data
Example:
Plastering with C.M (1:5) 12mm thick – 10 m2
a) Cement mortar 1:5 – 0.14 m3
b) Mason I class – 1.1 Nos
c) Mazdoor I class – 0.5 Nos
d) Mazdoor II class – 1.1 NoS
e) Lump sum / Sundries – L.S
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6. 12/4/2020
Analysis of Rates
SNSCE/ Civil Engg /VII sem / Shanmugasundaram N/ Ap/Civil
Abstract of estimation cost table
6/88

7. 12/4/2020
Analysis of Rates
SNSCE/ Civil Engg /VII sem / Shanmugasundaram N/ Ap/Civil
Problem 1
Prepare the data for
1.Cement mortar
a) Cement Mortar 1:2 – 1 m3
b) Cement Mortar 1:3 – 1 m3
c) Cement Mortar 1:4 – 1 m3
d) Cement Mortar 1:5 – 1 m3
e) Cement Mortar 1:6 – 1 m3
2. Lime mortar and
a) Lime Mortar 1:1.5 – 1 m3
Sand cost at site - 1 m3
Lime – 0.67 m3
Mixing charge - 1 m3
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8. 12/4/2020
Analysis of Rates
SNSCE/ Civil Engg /VII sem / Shanmugasundaram N/ Ap/Civil
b) Lime Mortar 1:2 – 1 m3
Sand cost at site - 1 m3
Lime – 0.50 m3
Mixing charge - 1 m3
3. Surkhi mortar.
a) Surkhi Mortar 1:0.5:1.5 – 1 m3
Lime- 0.5 m3
Surkhi – 0.25 m3
Sand – 0.75 m3
Grinding charges - 1 m3
b) Surkhi Mortar 1:0.5:1 – 1 m3
Lime- 0.67 m3
Surkhi – 0.33 m3
Sand – 0.67 m3 and Grinding charges - 1 m3
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9. 12/4/2020
Analysis of Rates
SNSCE/ Civil Engg /VII sem / Shanmugasundaram N/ Ap/Civil
3. Surkhi mortar.
c) Surkhi Mortar 1:1:0.5 – 1 m3
Lime- 0.4 m3
Surkhi – 0.5 m3
Sand – 0.6 m3
Grinding charges - 1 m3
Cost of labour
1. Mixing cement mortar charges – 50/ m3
2. Grinding lime mortar charges – 100/ m3
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10. 12/4/2020
Analysis of Rates
.
SNSCE/ Civil Engg /VII sem / Shanmugasundaram N/ Ap/Civil
Cost of materials and labour at site
Surkhi Mortar = Rs.580/ m3
Material Unit Cost (Rs) Lead (Km)
Rate for
lead/Km
(Rs)
Handling
charge (Rs)
Cement 1 bag 450 12 5 6
Lime 1 m3 1272 8 6 20
Sand 1 m3 1590 20 6 30
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11. 12/4/2020
Analysis of Rates
SNSCE/ Civil Engg /VII sem / Shanmugasundaram N/ Ap/Civil
Solution
Lead statement for cost of material at site:
Surkhi Mortar = 580/ m3
Materia
l
Unit
Cost
(Rs)
1
Lead
(Km)
2
Rate for
lead/Km (Rs)
3
Handling
charge
(Rs)
4
Total (1+
(2x3) +4)
Cement 1 bag 450 12 5 6 516
Lime 1 m3 1272 8 6 20 1340
Sand 1 m3 1590 20 6 30 1740
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12. 12/4/2020
Analysis of Rates
SNSCE/ Civil Engg /VII sem / Shanmugasundaram N/ Ap/Civil
1.Cement mortar
a) Cement Mortar 1:2 – 1 m3
1 m3 Sand cost at site 1740 1 m3 1740.00
720 kg
(1440/2)
Cement 516 50 kg 7430.40
1 m3 Mixing charge 50 1 m3 50.000
Rate for 1 m3 9220.40
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13. 12/4/2020
Analysis of Rates
SNSCE/ Civil Engg /VII sem / Shanmugasundaram N/ Ap/Civil
1.Cement mortar
b) Cement Mortar 1:3 – 1 m3
1 m3 Sand cost at site 1740 1 m3 1740.00
480 kg
(1440/3)
Cement 516 50 kg 4953.60
1 m3 Mixing charge 50 1 m3 50.000
Rate for 1 m3 6743.60
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14. 12/4/2020
Analysis of Rates
SNSCE/ Civil Engg /VII sem / Shanmugasundaram N/ Ap/Civil
1.Cement mortar
c) Cement Mortar 1:4 – 1 m3
1 m3 Sand cost at site 1740 1 m3 1740.00
360 kg
(1440/4)
Cement 516 50 kg 3715.20
1 m3 Mixing charge 50 1 m3 50.000
Rate for 1 m3 5505.20
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15. 12/4/2020
Analysis of Rates
SNSCE/ Civil Engg /VII sem / Shanmugasundaram N/ Ap/Civil
1.Cement mortar
d) Cement Mortar 1:5 – 1 m3
1 m3 Sand cost at site 1740 1 m3 1740.00
288 kg
(1440/5)
Cement 516 50 kg 2972.16
1 m3 Mixing charge 50 1 m3 50.000
Rate for 1 m3 4762.16
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16. 12/4/2020
Analysis of Rates
SNSCE/ Civil Engg /VII sem / Shanmugasundaram N/ Ap/Civil
1.Cement mortar
e) Cement Mortar 1:6 – 1 m3
1 m3 Sand cost at site 1740 1 m3 1740.00
240 kg
(1440/6)
Cement 516 50 kg 2476.80
1 m3 Mixing charge 50 1 m3 50.000
Rate for 1 m3 4266.80
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17. 12/4/2020
Analysis of Rates
SNSCE/ Civil Engg /VII sem / Shanmugasundaram N/ Ap/Civil
2.Lime mortar
a) Lime Mortar 1:1.5 – 1 m3
1 m3 Sand cost at site 1740 1 m3 1740.00
0.67 m3 Lime 1340 1 m3 897.80
1 m3 Mixing charge 50 1 m3 50.00
Rate for 1 m3 2687.80
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18. 12/4/2020
Analysis of Rates
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SNSCE/ Civil Engg /VII sem / Shanmugasundaram N/ Ap/Civil
2.Lime mortar
b) Lime Mortar 1:2 – 1 m3
1 m3 Sand cost at site 1740 1 m3 1740.00
0.5 m3 Lime 1340 1 m3 670.00
1 m3 Mixing charge 50 1 m3 50.00
Rate for 1 m3 2460.00
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19. 12/4/2020
Analysis of Rates
SNSCE/ Civil Engg /VII sem / Shanmugasundaram N/ Ap/Civil
3. Surkhi mortar.
a) Surkhi Mortar 1:0.5:1.5 – 1 m3
0.5 m3 Lime 1340 1 m3 670.00
0.25 m3 Surkhi 580 1 m3 145.00
0.75 m3 Sand 1740 1 m3 1305.00
1 m3 Grinding Charge 100 1 m3 100
Rate for 1 m3 2220.00
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20. 12/4/2020
Analysis of Rates
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SNSCE/ Civil Engg /VII sem / Shanmugasundaram N/ Ap/Civil
3. Surkhi mortar.
b) Surkhi Mortar 1:0.5:1 – 1 m3
0.67 m3 Lime 1340 1 m3 897.80
0.33 m3 Surkhi 580 1 m3 191.40
0.67 m3 Sand 1740 1 m3 1165.8
1 m3 Grinding Charge 100 1 m3 100
Rate for 1 m3 2355.00
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21. 12/4/2020
Analysis of Rates
SNSCE/ Civil Engg /VII sem / Shanmugasundaram N/ Ap/Civil
3. Surkhi mortar.
c) Surkhi Mortar 1:1:0.5 – 1 m3
0.4 m3 Lime 1340 1 m3 536.00
0.5 m3 Surkhi 580 1 m3 290.00
0.6 m3 Sand 1740 1 m3 1044
1 m3 Grinding Charge 100 1 m3 100
Rate for 1 m3 1970.00
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22. 12/4/2020 SNSCE/ Civil Engg /VII sem / Shanmugasundaram N/ Ap/Civil
Happy Learning
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23. 12/4/2020
Analysis of Rates
SNSCE/ Civil Engg /VII sem / Shanmugasundaram N/ Ap/Civil
Problem 2
Prepare the data for concrete broken stone using 40mm size in CM 1:4 -10
m3.
Material and labour required
a) Cement Mortar 1:4 - 1 m3
Sand cost at site - 1 m3
Cement – 360 kg
Mixing charges - 1 m3
b) Plain cement concrete in cement mortar 1:4:10 using 40mm size hard
broken stone -10 m3
Broken stone 40mm size cost at site - 9.5 m3
Cement mortar 1:4 as per worked sub data – 3.8 m3
Mason II Class -1.8 Nos
Mazdoor category I – 17.7 Nos.
Mazdoor category II – 14.1 Nos 23/88

24. 12/4/2020
Analysis of Rates
SNSCE/ Civil Engg /VII sem / Shanmugasundaram N/ Ap/Civil
Cost of Labour
Mixing charger for CM – Rs 50 / m3
Mason II class - Rs 900 / day
Mazdoor category I – 700 /day
Mazdoor category II – 500 / day
Cost of materials and labour at site
Material Unit
Cost
(Rs)
Lead
(Km)
Rate for
lead/Km
(Rs)
Handling
charge (Rs)
Cement 1 bag 450 12 5 6
Sand 1 m3 1590 20 6 30
Broken stone
40mm size
1 m3 710 20 7 35
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25. 12/4/2020
Analysis of Rates
SNSCE/ Civil Engg /VII sem / Shanmugasundaram N/ Ap/Civil
Solution
Lead statement for cost of material at site:
Material Unit
Cost
(Rs)
1
Lead
(Km)
2
Rate for
lead/Km
(Rs)
3
Handling
charge
(Rs)
4
Total (1+
(2x3) +4)
Cement 1 bag 450 12 5 6 516
Sand 1 m3 1590 20 6 30 1740
Broken stone
40mm size
1 m3 710 20 7 35 885
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26. 12/4/2020
Analysis of Rates
SNSCE/ Civil Engg /VII sem / Shanmugasundaram N/ Ap/Civil
Sub data
Cement mortar 1:4
1 m3 Sand cost at site 1740 1 m3 1740.00
360 kg
(1440/4)
Cement 516 50 kg 3715.20
1 m3 Mixing charge 50 1 m3 50.000
Rate for 1 m3 5505.20
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27. 12/4/2020
Analysis of Rates
SNSCE/ Civil Engg /VII sem / Shanmugasundaram N/ Ap/Civil
Main data
Plain cement concrete in cement mortar 1:4:10 using 40mm size hard
broken stone -10 m3
Rate for 10 m3 = Rs.50387.260/-
9.5 m3 Broken stone 40mm size cost at site 885 1m3 8407.50
3.8 m3 Cement mortar 1:4 as per worked sub
data
5505.2 1m3 20919.76
1.8 Nos Mason II Class 900 Day 1620.00
17.7 Nos Mazdoor category I 700 Day 12390.00
14.1 Nos Maxdoor category II 500 Day 7050.00
Rate for 10 m3 50387.260
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28. 12/4/2020
Analysis of Rates
SNSCE/ Civil Engg /VII sem / Shanmugasundaram N/ Ap/Civil
Problem 3
Prepare the data for flooring with cc 1:4:8 using 20mm size broken
stone 100mm thick and plastered over with CM 1:3, 15mm thick – 10
m2
Material and labour required
a) Cement Mortar 1:4 - 1 m3
Sand cost at site - 1 m3
Cement – 360 kg
Mixing charges - 1 m3
b) Cement Mortar 1:3 - 1 m3
Sand cost at site - 1 m3
Cement – 480 kg
Mixing charges - 1 m3
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29. 12/4/2020
Analysis of Rates
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SNSCE/ Civil Engg /VII sem / Shanmugasundaram N/ Ap/Civil
c) Cement concrete 1:4:8, 20mm size broken stone - 10 m3
Broken stone 20mm size - 9 m3
Cement Mortar 1:4 – 4.5 m3
Mason II class– 1.8 nos
Mazdoor category I – 17.7 nos
Mazdoor category II– 14.1 nos
d) Plastering with Cement mortar 1:3, 15mm thick - 10 m2
Cement Mortar 1:3 – 0.14 m3
Mason I class– 1.1 nos
Mazdoor category I – 0.5 nos
Mazdoor category II– 1.1 nos
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30. 12/4/2020
Analysis of Rates
SNSCE/ Civil Engg /VII sem / Shanmugasundaram N/ Ap/Civil
e) Flooring with cement concrete 1:4:8 - 10 m2
Concrete broken stone in cement mortar 1:4 – 1 m3
Plastering with cement mortar 1:3, 15mm thick – 10 m2
Cost of material and labour at site in rupees
Cement - 10320 / tonne
Sand - 1740 / m3 (5000/unit in store)
Stone 20mm - 885 / m3 (2500/unit store)
Mason I class - 950 / Day
Mason II class - 900 / Day
Mazdoor class I - 700 / Day
Mazdoor class II- 500 / Day
Mixing charge - 50 / m3
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31. 12/4/2020
Analysis of Rates
.
SNSCE/ Civil Engg /VII sem / Shanmugasundaram N/ Ap/Civil
Solution
Sub data 1 - Cement mortar 1:4 - 1 m3
1 m3 Sand cost at site 1740 1 m3 1740.00
360 kg
(1440/4)
Cement 10320 1000 kg 3715.20
1 m3 Mixing charge 50 1 m3 50.000
Rate for 1 m3 5505.20
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32. 12/4/2020
Analysis of Rates
SNSCE/ Civil Engg /VII sem / Shanmugasundaram N/ Ap/Civil
Sub data 2 - Cement mortar 1:3 - 1 m3
1 m3 Sand cost at site 1740 1 m3 1740.00
480 kg
(1440/3)
Cement 10320 1000 kg 4953.60
1 m3 Mixing charge 50 1 m3 50.000
Rate for 1 m3 6743.60
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33. 12/4/2020
Analysis of Rates
.
SNSCE/ Civil Engg /VII sem / Shanmugasundaram N/ Ap/Civil
Sub data 3 - Plastering with Cement mortar 1:3, 15mm thick - 10 m2
0.14 m3 Cement mortar 1:3 6743.60 m3 944.104
1.1 nos Mason I class 950 Day 1045
0.5 nos Mazdoor category I 700 Day 350
1.1 nos Mazdoor caterory II 500 Day 550
Rate for 10 m2 2889.10
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34. 12/4/2020
Analysis of Rates
SNSCE/ Civil Engg /VII sem / Shanmugasundaram N/ Ap/Civil
Sub data 4 - Cement concrete 1:4:8, 20mm size broken stone - 10 m3
9.0 m3 Broken stone 20mm 885 m3 7965
4.5 m3 Cement mortar 1:4 5505.2 m3 24773.4
1.8 nos Mason II Class 900 Day 1620
17.7 nos Mazdoor category I 700 Day 12390
14.1 nos Mazdoor category II 500 Day 7050
Rate for 10 m3 53798.40
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35. 12/4/2020
Analysis of Rates
.
SNSCE/ Civil Engg /VII sem / Shanmugasundaram N/ Ap/Civil
Main data - Flooring with cc1:4:8 using 20mm size broken stone
100mm thick and plastered over with CM 1:3, 15mm thick – 10 m2
Result - Rate for 10 m2 = Rs.8268.940/-
1 m3 Concrete broken stone in
CM 1:4
53798.40 10 m3 5379.84
10 m2 Plastering with CM (1:3)
15mm thick
2889.10 10 m2 2889.10
Rate for 10 m2 8268.940
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36. 12/4/2020
Analysis of Rates
SNSCE/ Civil Engg /VII sem / Shanmugasundaram N/ Ap/Civil
Problem 4
Prepare the data for Mosaic tiled flooring using hydraulic pressed
mosaic tiles of 200x200x20mm size with CM 1:4, 20mm thick and
pointing with colour cement including polishing – 1 m2
Material and labour required
a) Cement Mortar 1:4 - 1 m3
Sand cost at site - 1 m3
Cement - 360 kg
Mixing charges - 1 m3
b) Mosaic tiled flooring, pointing and polishing - 10 m2
Mosaic tile 200x200x20mm – 250 nos.
Cement mortar 1:4 – 0.21 m3
Colour cement - 22kg
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37. 12/4/2020
Analysis of Rates
SNSCE/ Civil Engg /VII sem / Shanmugasundaram N/ Ap/Civil
b) Mosaic tiled flooring, pointing and polishing - 10 m2
Mason I class - 1.1 nos.
Mason II Class - 2.7 nos
Mazdoor category I - 2.7 nos
Mazdoor category II - 5.4 nos
Polisher - 1.1 nos
Cost of material and labour at site in rupees
Cement - 516 / bag
Sand - 1740 / m3 (5000/unit in store)
Colour cement - 450 / bag
Mosaic tiles - 4500 / 100 nos
Mason I class - 950 / Day
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38. 12/4/2020
Analysis of Rates
SNSCE/ Civil Engg /VII sem / Shanmugasundaram N/ Ap/Civil
Cost of material and labour at site in rupees
Mason II class - 900 / Day
Polisher - 800 / Day
Mazdoor class I - 700 / Day
Mazdoor class II- 500 / Day
Mixing charge - 50 / m3
Solution
Sub data 1 - Cement mortar 1:4 - 1 m3
1 m3 Sand cost at site 1740 1 m3 1740.00
360 kg Cement 10320 1000 kg 3715.20
1 m3 Mixing charge 50 1 m3 50.000
Rate for 1 m3 5505.20
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39. 12/4/2020
Analysis of Rates
SNSCE/ Civil Engg /VII sem / Shanmugasundaram N/ Ap/Civil
Main data : Mosaic tiled flooring using hydraulic pressed mosaic tiles
of 200x200x20mm size with CM 1:4, 20mm thick and pointing with
colour cement including polishing – 1 m2
250 nos Mosaic tiles 4500 100 nos 11250
0.21 m3 CM 1:4 5505.2 1 m3 1156.092
22 kg Colour cement 450 Bag 198
1.1 nos Mason I class 950 Day 1045
2.7 nos Mason II class 900 Day 2430
2.7 nos Mazdoor I class 700 Day 1890
5.4 nos Mazdoor II class 500 Day 2700
1.1 nos Polisher 800 Day 880
Rate for 10 m2 21549.092
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40. 12/4/2020
Analysis of Rates
SNSCE/ Civil Engg /VII sem / Shanmugasundaram N/ Ap/Civil
Rate of 10 m2 = Rs.21549.092/-
Rate of 1 m2 = 21549.092/10 = Rs.2154.909.
Result :
Rate of 1 m2 = Rs.2154.909.
Brick work calculation.
A) Brickwork in foundation
Rate will varying at based on the depth.
Ex – 1.5m to 4.5m, 4.5m to 9m
B) Brickwork in super structure
Rate will varying based on the height
Ex: Up to 4.5m and above 4.5m at every 1m height.
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41. 12/4/2020
Analysis of Rates
SNSCE/ Civil Engg /VII sem / Shanmugasundaram N/ Ap/Civil
Problem 4
Prepare the data for brick work in foundation in cement mortar 1:5
mix using first class bricks– 1 m3
Material and labour required.
a) Cement Mortar 1:5 - 1 m3
Sand cost at site - 1 m3
Cement - 288 kg
Mixing charges - 1 m3
b) Brickwork in foundation using I class brick works in CM 1:5 - 10 m3
Bricks – 19 x 9 x 9 cm - 5000 nos
Cement mortar 1:5 - 2.2 m3
Mason I class - 3.5 nos.
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42. 12/4/2020
Analysis of Rates
SNSCE/ Civil Engg /VII sem / Shanmugasundaram N/ Ap/Civil
b) Brickwork in foundation using I class brick works in CM 1:5 - 10 m3
Mason II Class - 10.6 nos
Mazdoor category I - 7.1 nos
Mazdoor category II - 21.2 nos
Cost of material and labour at site in rupees
Cement - 516 / bag
Sand - 1740 / m3 (5000/unit in store)
Bricks I class - 8 / no
Mason I class - 950 / Day
Mason II class - 900 / Day
Mazdoor class I - 700 / Day
Mazdoor class II- 500 / Day
Mixing charge - 50 / m3
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43. 12/4/2020
Analysis of Rates
.
SNSCE/ Civil Engg /VII sem / Shanmugasundaram N/ Ap/Civil
Solution:
Sub data 1 - Cement mortar 1:5 - 1 m3
1 m3 Sand cost at site 1740 1 m3 1740.00
288 kg
(1440/5)
Cement 516 50 kg 2972.16
1 m3 Mixing charge 50 1 m3 50.000
Rate for 1 m3 4762.16
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44. 12/4/2020
Analysis of Rates
SNSCE/ Civil Engg /VII sem / Shanmugasundaram N/ Ap/Civil
Main data: Brickwork in foundation using I class brick works in CM
1:5 - 10 m3
Result : Rate for 1 m3 = Rs.7891.17/-
5000 nos Bricks 19x9x9 cm 8 No 40000
2.2 m3 CM 1:5 4762.16 m3 10476.75
3.5 nos Mason I class 950 Day 3325
10.6 nos Mason II class 900 Day 9540
7.1 nos Mazdoor I category 700 Day 4970
21.2 nos Mazdoor II category 500 Day 10600
Rate for 10 m3 78911.75
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45. 12/4/2020
Analysis of Rates
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SNSCE/ Civil Engg /VII sem / Shanmugasundaram N/ Ap/Civil
Problem 5 (Tutorial problem)
Prepare the data for brick work in super structure using first class
brick in cement mortar 1:5 – 1 m3
Material and labour required.
a) Brickwork with CM 1:5 - 10 m3
Bricks – - 5000 nos
Cement mortar 1:5 - 1.4 m3
Mason I class - 7.0 nos.
Mason II class - 8.1 nos.
Mazdoor I class - 8.1 nos.
Mazdoor II class - 8.4 nos.
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46. 12/4/2020
Analysis of Rates
SNSCE/ Civil Engg /VII sem / Shanmugasundaram N/ Ap/Civil
b)Cost of material and labour at site in rupees
Cement - 516 / bag
Sand - 1740 / m3 (5000/unit in store)
Bricks I class - 8 / no
Mason I class - 950 / Day
Mason II class - 900 / Day
Mazdoor class I - 700 / Day
Mazdoor class II- 500 / Day
Mixing charge - 50 / m3
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47. 12/4/2020
Analysis of Rates
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SNSCE/ Civil Engg /VII sem / Shanmugasundaram N/ Ap/Civil
Problem 6 (Tutorial problem)
Prepare the data for brick work in partition using second class brick
in cement mortar 1:3 – 1 m3
Material and labour required.
a) Cement Mortar 1:3 - 1 m3
Sand cost at site - 1 m3
Cement - 480 kg
Mixing charges - 1 m3
b) Brickwork with CM 1:3 - 10 m3
Bricks II class - 7500 nos
Cement mortar 1:3 - 2.7 m3
Mason I class - 3.5 nos.
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48. 12/4/2020
Analysis of Rates
SNSCE/ Civil Engg /VII sem / Shanmugasundaram N/ Ap/Civil
b) Brickwork with CM 1:3 - 10 m3
Mason II class - 7.1 nos.
Mazdoor I class - 7.1 nos.
Mazdoor II class - 14.1 nos.
Cost of material and labour at site in rupees
Cement - 516 / bag
Sand - 1740 / m3 (5000/unit in store)
Bricks I class - 8 / no
Mason I class - 950 / Day
Mason II class - 900 / Day
Mazdoor class I - 700 / Day
Mazdoor class II- 500 / Day
Mixing charge - 50 / m3
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49. 12/4/2020
Analysis of Rates
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SNSCE/ Civil Engg /VII sem / Shanmugasundaram N/ Ap/Civil
Problem 7 (Tutorial problem)
Prepare the data for coursed rubble masonry second sort in cement
mortar 1:5 – 1 m3
Material and labour required.
a) Cement Mortar 1:5 - 1 m3
Sand cost at site - 1 m3
Cement - 288 kg
Mixing charges - 1 m3
b) Coursed rubble masonry second sort in CM 1:5- 10 m3
Course rubble stone - 6 m3
Rough stone - 5 m3
Cement mortar 1:5 - 3.2 m3
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50. 12/4/2020
Analysis of Rates
SNSCE/ Civil Engg /VII sem / Shanmugasundaram N/ Ap/Civil
b) Coursed rubble masonry second sort in CM 1:5- 10 m3
Mason I class - 7.1 nos.
Mason II class - 17.6 nos.
Mazdoor II class - 14.1 nos.
Cost of material and labour at site in rupees
Cement - 516 / bag
Sand - 1740 / m3 (5000/unit in store)
Course rubbled stone - 915 / m3
Rough stone - 975 / m3
Mason I class - 950 / Day
Mason II class - 900 / Day
Mazdoor class II - 500 / Day
Mixing charge - 50 / m3
50/88

51. 12/4/2020
Analysis of Rates
.
SNSCE/ Civil Engg /VII sem / Shanmugasundaram N/ Ap/Civil
Problem 8
Prepare the data for weathering course with broken brick in pure
slaked lime over RCC roof slab - 10 m3
Material and labour required.
a) Weathering course with 20mm broken brick - 10 m3
Broken brick 20mm size - 12.8 m3
Slaked lime - 5 m3
Mason I class - 1.8 nos
Mazdoor I class - 17.7 nos
Mazdoor II class - 14.1 nos
51/88

52. 12/4/2020
Analysis of Rates
SNSCE/ Civil Engg /VII sem / Shanmugasundaram N/ Ap/Civil
b) Cost of the materials and labours at site
Broken brick 20mm size - 750/ m3
Slaked lime - 1100/ m3
Mason I class - 920/ Day
Mazdoor I class - 700 / Day
Mazdoor II class - 500 / Day
52/88

53. 12/4/2020
Analysis of Rates
.
SNSCE/ Civil Engg /VII sem / Shanmugasundaram N/ Ap/Civil
Solution
Main data : Weathering course with 20mm broken brick - 10 m3
Result : Rate for 10 m3 = Rs.36250/-
12.8m3 Broken Bricks 20mm 750 1m3 9600
5m3 Slaked lime 1100 1 m3 5500
1.8 nos Mason I class 950 Day 1710
17.7 nos Mazdoor I category 700 Day 12390
14.1 nos Mazdoor II category 500 Day 7050
Rate for 10 m3 36250
53/88

54. 12/4/2020
Analysis of Rates
SNSCE/ Civil Engg /VII sem / Shanmugasundaram N/ Ap/Civil
Problem 9
Prepare the data for RCC roof slab of size 4 x 3 x 0.1 m of mix 1:2:4
using 20mm hard broken stone with reinforcement at 80kg/m3 of
concrete including cutting, bending , tying and centering curing etc. –
1 m3
Material and labour required
a) Cement concrete 1:2:4 using 20mm hard broken stone - 10 m3
Broken stone - 9 m3
Cement - 3240 kg
Sand - 4.5 m3
Mason I class - 3.5 nos
Mazdoor I grade - 21.2 nos.
Mazdoor II grade - 35.8 nos
54/88

55. 12/4/2020
Analysis of Rates
SNSCE/ Civil Engg /VII sem / Shanmugasundaram N/ Ap/Civil
b) RCC roof 4 x3 x0.12m with reinforcement 80kg/ m3 of concrete
including cutting, bending, tying etc., - 1 m3
Cement concrete 1:2:4 - 1 m3
Steel - 80kg/ m3
Binding wire - 1 % of steel required
Cutting, bending and tying - as steel required
Centering - as required + 20 % extra for sides.
c) Cost of material and labour at site in rupees
Cement - 516 / bag
Sand - 1740 / m3 (5000/unit in store)
Broken brick 20mm size - 750/ m3
Steel - 55000/ tonne
Binding wire - 150 / kg
55/88

56. 12/4/2020
Analysis of Rates
SNSCE/ Civil Engg /VII sem / Shanmugasundaram N/ Ap/Civil
c) Cost of material and labour at site in rupees
Mason I class - 950 / day
Mason II class - 900 / day
Mazdoor I grade - 700 / day
Mazdoor II grade - 500 / day
Cutting, bending and tying – 50 / kg
Centering charge - 300 / m2
Solution
Centering Area = (L x B ) + 20 % for sides or L (B+2D)
= ( 4x 3) + (20/100) x (4x3)
= 14.4 m2
56/88

57. 12/4/2020
Analysis of Rates
SNSCE/ Civil Engg /VII sem / Shanmugasundaram N/ Ap/Civil
Sub data: CC 1:2:4 using 20mm hard broken stone – 10 m3
9 m3 Broken Bricks 20mm 750 1m3 6750
4.5m3 Sand 1740 1 m3 7830
3240 kg Cement 516 Bag 33436.8
3.5 nos Mason I class 950 Day 3325
21.2 nos Mazdoor I category 700 Day 14840
35.8 nos Mazdoor II category 500 Day 17900
Rate for 10 m3 84081.8
57/88

58. 12/4/2020
Analysis of Rates
SNSCE/ Civil Engg /VII sem / Shanmugasundaram N/ Ap/Civil
Main data: RCC roof 4 x3 x0.12m with reinforcement 80kg/ m3 of
concrete including cutting, bending, tying etc., - 1 m3
Result : Rate for 1 m3 = Rs. 21248.18/-
1 m3 CC 1:2:4 84081.8 10m3 8408.18
80kg Steel 55000 tonne 4400.00
0.8 kg Binding wire (1% of steel) 150 kg 120.00
80kg Cutting, Bending & tying 50 kg 4000.00
14.4 m2 Centering 300 1 m2 4320.00
Rate for 1 m3 21248.18
58/88

59. 12/4/2020
Analysis of Rates
.
SNSCE/ Civil Engg /VII sem / Shanmugasundaram N/ Ap/Civil
Problem 10
Prepare the data for RCC beam of size 300 x 450mm with 1:2:4 mix
using 20mm hard broken stone with reinforcement of 150kg/m3
including centering, shuttering, etc. – 1 m3
Material and labour required
a) Cement concrete 1:2:4 using 20mm hard broken stone - 10 m3
Broken stone - 9 m3
Cement - 2.25 m3
Sand - 4.5 m3
Mason I class - 3.5 nos
Mazdoor I grade - 21.2 nos.
Mazdoor II grade - 35.3 nos
59/88

60. 12/4/2020
Analysis of Rates
SNSCE/ Civil Engg /VII sem / Shanmugasundaram N/ Ap/Civil
b) RCC beam of size 300 x 450mm with 1:2:4 mix using 20mm hard
broken stone with reinforcement of 150kg/m3 including centering,
shuttering, etc. – 1 m3
Cement concrete 1:2:4 - 1 m3
Steel - 150 kg/ m3
Binding wire - 1 % of steel required
Cutting, bending and tying - as steel required
Centering - as required
c) Cost of material and labour at site in rupees
Cement - 516 / bag
Sand - 1740 / m3 (5000/unit in store)
Broken brick 20mm size - 750/ m3
Steel - 55000/ tonne
60/88

61. 12/4/2020
Analysis of Rates
.
SNSCE/ Civil Engg /VII sem / Shanmugasundaram N/ Ap/Civil
c) Cost of material and labour at site in rupees
Binding wire - 150 / kg
Mason I class - 950 / day
Mason II class - 900 / day
Mazdoor I grade - 700 / day
Mazdoor II grade - 500 / day
Cutting, bending and tying – 50 / kg
Centering charge - 300 / m2
Solution
Centering Area = L (B+2D)
Volume = L x B x D , L = 1 m3 / (0.3 x 0.45) = 7.41m.
Centering Area = L (B+2D) = 7.41 (0.3+2x0.45) = 8.832 m2
61/88

62. 12/4/2020
Analysis of Rates
SNSCE/ Civil Engg /VII sem / Shanmugasundaram N/ Ap/Civil
Sub data: CC 1:2:4 using 20mm hard broken stone – 10 m3
9 m3 Broken Bricks 20mm 750 1m3 6750
4.5m3 Sand 1740 1 m3 7830
(2.25 x 1440)
3240 kg
Cement 516 Bag 33436.8
3.5 nos Mason I class 950 Day 3325
21.2 nos Mazdoor I category 700 Day 14840
35.3 nos Mazdoor II category 500 Day 17650
Rate for 10 m3 83831.8
62/88

63. 12/4/2020
Analysis of Rates
.
SNSCE/ Civil Engg /VII sem / Shanmugasundaram N/ Ap/Civil
Main data: RCC beam of size 300 x 450mm with 1:2:4 mix using
20mm hard broken stone with reinforcement of 150kg/m3 including
centering, shuttering, etc. – 1 m3
Result : Rate for 1 m3 = Rs. 27007.78/-
1 m3 CC 1:2:4 83831.8 10m3 8383.18
150 kg Steel 55000 tonne 8250.00
1.5 kg Binding wire (1% of steel) 150 kg 225.00
150kg Cutting, Bending & tying 50 kg 7500.00
8.832 m2 Centering 300 1 m2 2649.60
Rate for 1 m3 27007.78
63/88

64. 12/4/2020
Analysis of Rates
SNSCE/ Civil Engg /VII sem / Shanmugasundaram N/ Ap/Civil
Problem 11 (Tutorial problem)
Prepare the data for RCC column of size 300x300mm with mix of 1:2:4
using 20mm hard broken stone with reinforcement of 160 kg/m3
including centering, shuttering, curing, etc. – 1 m run.
Material and labour required
a) Cement concrete 1:2:4 using 20mm hard broken stone - 10 m3
Broken stone - 9 m3
Cement - 2.25 m3
Sand - 4.5 m3
Mason I class - 3.5 nos
Mazdoor I grade - 21.2 nos.
Mazdoor II grade - 35.3 nos
64/88

65. 12/4/2020
Analysis of Rates
.
SNSCE/ Civil Engg /VII sem / Shanmugasundaram N/ Ap/Civil
b) RCC 1:2:4 mix column – 1mrun.
Cement concrete 1:2:4 - 0.09 m3 (0.3 x 0.3 x 1)
Steel - 14.56 kg (0.091 m3 x 160 kg/ m3)
Binding wire - 1 % of steel required
Cutting, bending and tying - as steel required
Centering - as required
c) Cost of material and labour at site in rupees
Cement - 516 / bag
Sand - 1740 / m3 (5000/unit in store)
Broken brick 20mm size - 750/ m3
Steel - 55000/ tonne
65/88

66. 12/4/2020
Analysis of Rates
SNSCE/ Civil Engg /VII sem / Shanmugasundaram N/ Ap/Civil
c) Cost of material and labour at site in rupees
Binding wire - 150 / kg
Mason I class - 950 / day
Mason II class - 900 / day
Mazdoor I grade - 700 / day
Mazdoor II grade - 500 / day
Cutting, bending and tying – 50 / kg
Centering charge - 300 / m2
Solution
Centering Area for 1m run = (0.3 x 4 ) x 1
= 1.2m2
66/88

67. 12/4/2020
Analysis of Rates
SNSCE/ Civil Engg /VII sem / Shanmugasundaram N/ Ap/Civil
Problem 12
Prepare the data for the following items of plastering over brick
masonry in cement mortar of given mix.
a) Plastering with CM 1:3 - 12mm thick – 10 m2
b) Plastering with CM 1:3 - 20mm thick – 10 m2
c) Plastering with CM 1:5 - 12mm thick – 10 m2
d) Plastering with CM 1:5 - 15mm thick – 10 m2
e) Plastering with CM 1:5 - 20mm thick – 10 m2
Material and labour required
a) Plastering with CM 1:3 - 12mm thick – 10 m2
Cement mortar 1:3 - 0.14 m3 , Mason I class -1.1 nos
Mazdoor category I - 0.5 nos and Mazdoor category II- 1.1 nos
67/88

68. 12/4/2020
Analysis of Rates
SNSCE/ Civil Engg /VII sem / Shanmugasundaram N/ Ap/Civil
b) Plastering with CM 1:3 - 20mm thick – 10 m2
Cement mortar 1:3 - 0.22 m3
Mason I class -2.2 nos
Mazdoor category I - 0.5 nos
Mazdoor category II - 3.2 nos
c) Plastering with CM 1:5 - 12mm thick – 10 m2
Cement mortar 1:5 - 0.14 m3
Mason I class -1.1 nos
Mazdoor category I - 0.5 nos
Mazdoor category II - 1.1 nos
d) Plastering with CM 1:5 - 15mm thick – 10 m2
Cement mortar 1:5 - 0.17 m3
Mason I class -1.51 nos
Mazdoor category I - 0.5 nos & Mazdoor category II- 1.89 nos
68/88

69. 12/4/2020
Analysis of Rates
SNSCE/ Civil Engg /VII sem / Shanmugasundaram N/ Ap/Civil
e) Plastering with CM 1:5 - 20mm thick – 10 m2
Cement mortar 1:5 - 0.22 m3
Mason I class -2.2 nos
Mazdoor category I - 0.5 nos
Mazdoor category II - 3.2 nos
Cost of materials and Labours at site
Cement - 516 / bag
Sand - 1740 / m3
Mixing charger for CM - Rs 50 / m3
Mason I class - Rs 950/ day
Mason II class - Rs 900 / day
Mazdoor category I - 700 /day
Mazdoor category II - 500 / day
69/88

70. 12/4/2020
Analysis of Rates
SNSCE/ Civil Engg /VII sem / Shanmugasundaram N/ Ap/Civil
Sub data 1 : Cement Mortar 1:3 – 1 m3
1 m3 Sand cost at site 1740 1 m3 1740.00
480 kg
(1440/3)
Cement 516 50 kg 4953.60
1 m3 Mixing charge 50 1 m3 50.000
Rate for 1 m3 6743.60
70/88

71. 12/4/2020
Analysis of Rates
SNSCE/ Civil Engg /VII sem / Shanmugasundaram N/ Ap/Civil
Sub data 1 : Cement Mortar 1:5 – 1 m3
1 m3 Sand cost at site 1740 1 m3 1740.00
288 kg
(1440/5)
Cement 516 50 kg 2972.16
1 m3 Mixing charge 50 1 m3 50.000
Rate for 1 m3 4762.16
71/88

72. 12/4/2020
Analysis of Rates
SNSCE/ Civil Engg /VII sem / Shanmugasundaram N/ Ap/Civil
Main data : a) Plastering with CM 1:3 - 12mm thick – 10 m2
Result for 10 m2 = Rs.2889.104/-
0.14 m3 Cement mortar 1:3 6743.6 1 m3 944.104
1.1 nos Mason I class 950 Day 1045.00
0.5 nos Mazdoor category I 700 Day 350
1.1 nos Mazdoor category II 500 Day 550
Rate for 10 m2 2889.104
72/88

73. 12/4/2020
Analysis of Rates
SNSCE/ Civil Engg /VII sem / Shanmugasundaram N/ Ap/Civil
Main data : b) Plastering with CM 1:3 - 20 mm thick – 10 m2
Result for 10 m2 = Rs.5523.592/-
0.22 m3 Cement mortar 1:3 6743.6 1 m3 1483.592
2.2 nos Mason I class 950 Day 2090.00
0.5 nos Mazdoor category I 700 Day 350
3.2 nos Mazdoor category II 500 Day 1600
Rate for 10 m2 5523.592
73/88

74. 12/4/2020
Analysis of Rates
SNSCE/ Civil Engg /VII sem / Shanmugasundaram N/ Ap/Civil
Main data : c) Plastering with CM 1:5 - 12mm thick – 10 m2
Result for 10 m2 = Rs.2611.702/-
0.14 m3 Cement mortar 1:5 4762.16 1 m3 666.702
1.1 nos Mason I class 950 Day 1045.00
0.5 nos Mazdoor category I 700 Day 350
1.1 nos Mazdoor category II 500 Day 550
Rate for 10 m2 2611.702
74/88

75. 12/4/2020
Analysis of Rates
SNSCE/ Civil Engg /VII sem / Shanmugasundaram N/ Ap/Civil
Main data : d) Plastering with CM 1:5 - 15 mm thick – 10 m2
Result for 10 m2 = Rs.3539.067/-
0.17 m3 Cement mortar 1:3 4762.16 1 m3 809.567
1.51 nos Mason I class 950 Day 1434.50
0.5 nos Mazdoor category I 700 Day 350
1.89 nos Mazdoor category II 500 Day 945
Rate for 10 m2 3539.067
75/88

76. 12/4/2020
Analysis of Rates
SNSCE/ Civil Engg /VII sem / Shanmugasundaram N/ Ap/Civil
Main data : e) Plastering with CM 1:5 - 20mm thick – 10 m2
Result for 10 m2 = Rs.5087.67/-
0.22 m3 Cement mortar 1:5 4762.16 1 m3 1047.67
2.2 nos Mason I class 950 Day 2090.00
0.5 nos Mazdoor category I 700 Day 350
3.2 nos Mazdoor category II 500 Day 1600
Rate for 10 m2 5087.67
76/88

77. 12/4/2020
Analysis of Rates
SNSCE/ Civil Engg /VII sem / Shanmugasundaram N/ Ap/Civil
Problem 13
Prepare the data for painting new iron work one cost using ready
mixed enamel paint over red oxide priming cost – 10 m2
Material and labour required
a) Painting priming coat on new iron work – 10 m2
Ready mixed red oxide paint - 1.33litres
Painter I class - 0.7 nos
Sundries including brushes, soaps, putty etc.- L.S
b) Painting new iron work one coat using ready mixed enamel paint –
10 m2
Synthetic enamel paint - 1.33litres
Painter I class - 0.7 nos
Sundries including brushes, soaps, putty etc.- L.S
77/88

78. 12/4/2020
Analysis of Rates
.
SNSCE/ Civil Engg /VII sem / Shanmugasundaram N/ Ap/Civil
c) Painting new iron work one coat using ready mixed enamel paint
over red oxide priming coat – 10 m2
Red oxide priming coat - 10 m2
Painting one coat using ready mixed enamel paint - 10 m2
Cost of materials and labour
Priming coat : Ready mixed red oxide paint - Rs.150/litre
Painting coat : Synthetic enamel paint - Rs.250/Litre
Painter I class - 800/Day
Sundries for brushes, soaps, putty etc,
a) Priming coat - Rs.150
b) Painting coat - Rs.200
78/88

79. 12/4/2020
Analysis of Rates
SNSCE/ Civil Engg /VII sem / Shanmugasundaram N/ Ap/Civil
Sub data 1: Painting priming coat on new iron work – 10 m2
1.33
Litres
Ready mixed red oxide paint 150 litre 199.50
0.7 Nos Painter I class 800 Day 560.00
L.S
Sundries for brushes, soaps,
putty, etc.
150 L.S 150.00
Rate for 10 m2 909.500
79/88

80. 12/4/2020
Analysis of Rates
.
SNSCE/ Civil Engg /VII sem / Shanmugasundaram N/ Ap/Civil
Sub data 2: Painting new iron work one coat using ready mixed
enamel paint – 10 m
1.33
Litres
Synthetic enamel paint 250 litre 332.50
0.7 Nos Painter I class 800 Day 560.00
L.S
Sundries for brushes, soaps,
putty, etc.
200 L.S 200.00
Rate for 10 m2 1092.50
80/88

81. 12/4/2020
Analysis of Rates
SNSCE/ Civil Engg /VII sem / Shanmugasundaram N/ Ap/Civil
Main data: Painting new iron work one coat using ready mixed enamel
paint over red oxide priming coat – 10 m2
Result : Rate for 10 m2 = Rs.2002/-
10 m2 Red oxide priming coat 909.50 10 m2 909.500
10 m2 Painting one coat using
ready mixed enamel paint
1092.50 10 m2 1092.500
Rate for 10 m2 2002.00
81/88

82. 12/4/2020
Analysis of Rates
SNSCE/ Civil Engg /VII sem / Shanmugasundaram N/ Ap/Civil
Problem 14 - White / colour washing over plastered surfaces
i) Prepare the data for white washing one coat on plastered surface -
10 m2 .
ii) Prepare the data for white washing two coat on plastered surface -
10 m2 .
iii) Prepare the data for colour washing one coat on plastered surface
- 10 m2 .
Material and labour required
a) White washing 1 coat with best lime on plastered surface – 10 m2
Shell lime (finely screened) - 0.05m3
Gum - LS
Painter II class -1.1nos
82/88

83. 12/4/2020
Analysis of Rates
SNSCE/ Civil Engg /VII sem / Shanmugasundaram N/ Ap/Civil
a) White washing 1 coat with best lime on plastered surface – 10 m2
Mazdoor category I - 0.3 nos
Mazdoor category II - 1.9Nos
Sundries including brushes,etc - L.S
b) White washing 2 coat with best lime on plastered surface – 10 m2
Shell lime (finely screened) - 0.07m3
Gum - LS
Painter II class -1.6nos
Mazdoor category I - 0.5 nos
Mazdoor category II - 2.7Nos
Sundries including brushes,etc - L.S
83/88

84. 12/4/2020
Analysis of Rates
SNSCE/ Civil Engg /VII sem / Shanmugasundaram N/ Ap/Civil
c) Colour washing 2 coats on plastered surface – 10 m2
White washing two coats as per worked previous data - 10 m2
Add 50 % of above rate - 10 m2
Cost of material and labour at site
Shell lime - 1500/ m3
Gum - 50 / 100m2
Sundries including brushes, etc - Rs.50
Painter II Class - 750 / Day
Mazdoor category I - 700 / Day
Mazdoor category II - 500 / Day
84/88

85. 12/4/2020
Analysis of Rates
SNSCE/ Civil Engg /VII sem / Shanmugasundaram N/ Ap/Civil
Main data: White washing 1 coat with best lime on plastered surface –
10 m2
Result : Rate for 10 m2 = Rs.2160/-
0.05 m3 Shell lime 1500 m3 75.00
L.S Gum 50 100m2 50.00
1.1nos Painter II class 750 Day 825.00
0.3 nos Mazdoor category I 700 Day 210.00
1.9 nos Mazdoor category II 500 Day 950.00
L.S
Sundries including
brushes.etc.
50 L.S 50.00
Rate for 10 m2 2160.00
85/88

86. 12/4/2020
Analysis of Rates
SNSCE/ Civil Engg /VII sem / Shanmugasundaram N/ Ap/Civil
Main data: White washing 2 coat with best lime on plastered surface –
10 m2
Result : Rate for 10 m2 = Rs.3105/-
0.07 m3 Shell lime 1500 m3 105.00
L.S Gum 50 100m2 50.00
1.6 nos Painter II class 750 Day 1200.00
0.5 nos Mazdoor category I 700 Day 350
2.7 nos Mazdoor category II 500 Day 1350.00
L.S
Sundries including
brushes.etc.
50 L.S 50.00
Rate for 10 m2 3105.00
86/88

87. 12/4/2020
Analysis of Rates
SNSCE/ Civil Engg /VII sem / Shanmugasundaram N/ Ap/Civil
Main data: Colour washing 1 coat as per white washing 2 coats + 50%
of the above rate– 10 m2
Result : Rate for 10 m2 = Rs.4657.50/-
10m2 White washing two coats as
per worked previous data
3105 10m2 3105.00
10m2 Add 50 % of above rate 1552.5 10m2 1552.50
Rate for 10 m2 4657.50
87/88

88. Thank You
HAPPY LEARNING