Analysis & Rates
The capacity of doing work by an artisan or skilled labour in the form of quantity of work per day is known as the task work or out turn of the labour.
The out-turn of work per artisan varies to some extent according to the nature, size, height, situation, location, etc., In bigger cities where specialized and experienced labour is available the out-turn is greater than small towns and country sides. In well organized work less labour is required.
The following may be taken as the approximate quantity of work or out turn or task for an average artisan per day.
SNo. |
Particulars of items |
Quantity |
Perday |
|
1. |
Brick work in lime or cement mortar in foundation and plinth |
1.25cum |
(45cuft)per mason |
|
2. |
Brick work in lime or cement mortar in superstructure |
1.00cum |
(35cuft)per mason |
|
3. |
Brick work in mud mortar in foundation and plinth |
1.50cum |
(55cuft)per mason |
|
4. |
Brick work in mud mortar in superstructure |
1.25cum |
(45cuft)per mason |
|
5. |
Brick in cement or lime mortar in arches |
0.55 cum |
(20cuft)per mason |
|
6. |
Brick in cement or lime mortar in jack arches |
0.55 cum |
(20cuft)per mason |
|
7. |
Half brick wall in partition |
5.00sqm |
(50sqft)per mason |
|
8. |
Coursed rubble stone masonry in lime cement mortar including dressing |
0.80cum |
(30 cuft)per mason |
|
9. |
Random rubble stone masonry in lime or cement mortar |
1.00cum |
(35cuft)per mason |
|
10. |
Ashlars masonry in lime or cement mortar |
0.40cum |
(15cuft)per mason |
|
11. |
Stone arch work |
0.40cum |
(15cuft)per mason |
|
12. |
Lime concrete in foundation or floor |
8.50cum |
(300cuft)per mason |
|
13. |
Lime concrete in roof terracing |
6.00cum |
(200cuft)per mason |
|
14. |
Lime concrete 1:2;4 |
5.00cum |
(175cuft)per mason |
|
15. |
RB work |
1.00cum |
(35cuft)per mason |
|
16. |
RCC work |
3.00cum |
(125cuft)per mason |
|
17. |
12mm (1/2) plastering with cement or lime mortar |
8.00sqm |
(80sqft)per mason |
|
18. |
Pointing with cement or lime mortar |
10.00sqm |
(100sqft)per mason |
|
19. |
White washing or colour washing coats |
70.00sqm |
(700sqft)per white washer |
|
20. |
White washing or colour washing coats |
200.00sqm |
(2000sqft)per white washer |
|
21. |
Painting or varnishing doors or windows one coat |
25sqm |
(250sqft)per painter |
|
22. |
Coal tarring or soligum painting one coat |
35.00sqm |
(350sqft)per painter |
|
23. |
Painting large surface one coat |
35.00sqm |
(350sqft)per painter |
|
24. |
Distempering one coat |
35.00sqm |
(350sqft)per painter |
|
25. |
2.5cm(1’) CC floor |
7.50sqm |
(75sqft)per painter |
|
26. |
Flag store floor laying with lime or cement mortar excluding LC |
10.00sqm |
(100sqft)per painter |
|
27. |
Brick on edge in floor lime or cement mortar excluding LC |
7.00sqm |
(70sqft)per painter |
|
28. |
Brick bat floor as in above |
8.00sqm |
(80sqft)per painter |
|
29. |
Timber framing sal or teak wood |
0.07cum |
(2.5cuft)percarpenter |
|
30. |
Timber framing sal or country wood |
0.15cum |
(5cuft)per carpenter |
|
31. |
Door and window shutters paneled or glazed |
0.15sqm |
(7sqft) per carpenter |
|
|
|
|
|
|
32. |
Door and window shutters paneled or battened |
0.80sqm |
(0.80sqft)percarpenter |
|
33. |
Sawing hard wood |
4.00sqm |
(40sqft) per pair of sawers |
|
34. |
Sawing soft wood |
6.00sqm |
(60sqft) per pair of sawers |
|
35. |
Single |
6.00sqm |
(60sqft) per tile layer |
|
36. |
Double |
4.00sqm |
(40sqft) per tile layer |
|
37. |
Breaking of brick ballest 40mm (11/2”) gauge |
0.75cum |
(35cuft)per labourer or breaker |
|
38. |
Breaking of brick ballest 25mm (1”) gauge |
0.55cum |
(20cuft)per labourer or breaker |
|
39. |
Breaking of stone ballest 40mm (11/2”) gauge |
0.40cum |
(10cuft)per labourer or breaker |
|
40. |
Breaking of stone ballest 25mm (1”) gauge |
0.25cum |
(10cuft)per labourer or breaker |
|
41. |
Ashlar stone dressing |
0.70cum |
(25cuft)perstonecutter |
|
42. |
Flag stone dressing |
1.50sqm |
(25sqft)perstonecutter |
|
43. |
Earthwork in excavation in ordinary soil |
3.00cum |
(100cuft)per belder mazdoor |
|
44. |
Earthwork in excavation in hard soil |
2.00cum |
(75cuft)per belder mazdoor |
|
45. |
Excavation in soil |
1.00cum |
(35cuft)per belder mazdoor |
|
46. |
Number of bricks laid by a mason in brick work upto a height of 3m(10”) |
600 bricks per mason | |
|
47. |
Amount of work done by a mazdoor helper per day |
|
|
|
|
Mix |
3.00cum |
(100cuft)mortar per mazdoor |
|
|
Deliver brick |
4000 nos to a distance of 15m (50”) per mazdoor | |
|
|
Deliver mortar |
5.5cum |
(200cuft) per mazdoor |
|
48. |
Scaffolding cost for single storey building |
Re.0.50per cum |
(Rest.1.5%cuft) of brick work. |
Items 46,47 and 48 are based on the committee report on rates and cost government of India.
LABOUR (MAZDOOR) REQUIRED FOR DIFFERENT WORKS
Extracts from the report on productivity projects in building industries issued by National Building Organisation are given below:-
a) Earthwork per 28.30 cum (12000cuft)
1) Excavation in foundations, trenches etc., in ordinary soil including disposal up to 30m (100’) and lift of 1.5m(5ft) –5 beldars and 4 mazdoors can do 28.30 cum (1000cuft) per day.
2) Refilling excavated earth in foundations, pointh etc, including consolidation in 15cm(6”) layers-3 beldars, 2 mazdoors and ½ bhisti can do 28.30 cum (1000cuft) per day.
3) Disposal of surplus earth within a lead of 30m (100’)-1 mazdoor can do 2.83cum (100 cuft) per day.
b) Cement concrete work per 2.83 cum (100cuft)
laying cement concrete – 2 beldars, 3 mazdoors, ¾ bhisti and ¼ mason, can do 2.83 cum (100 cuft) per day.
c) R C C work:-
1) Laying reinforced concrete – 3 beldars, 3 mazdoors, 1½ Bhisti and ½ mason can do 2.83 cum (100cuft) per day.
2) Centering and shuttering for flat surfaces – 4 beldars and 4 carpenters (II class) can do 9.6sqm(96sqft) per day.
3)Reinforcement work for R C C –1 blacksmith or fitter and 1 beldar can bend and place in position 1 quintal (2 cwt) of steel per day.
d) Stone work per 2.83 cum (100cuft)-
Random rubble masonry with blue stone in foundations-3 masons, 3 beldars, 2 mazdoors and 1/4bhisti can do 2.83 cum (100cuft0 per day
e) Brick work per 2.83 cum (100cuft)-
First class brick work in 1:4 cement mortar in superstructure partition walls, junctions of roof, parapet walls and string course – 2½masons,4½ mazdoors and 1/2 bhisti can do 2.83 cum (100cuft) per day.
F) Wood work :-
1) For the frames of doors and windows –2 carpenters and 1 beldar can work 0.18 cum (6.40cuft) of wood equivalent to door frames 7.5cm x 10m of 1.2m x 2.1m (3’x4’of 3’x11’x7’)size per day.
2) For paneled, glazed, etc, shutters-15 carpenters and 4 beldars can make and fix 4 shutters 40 mm thick of size 2.00m x 1.15m (1 ½ thick of size of 6’-9x 3’-9’) per day. Quantity of wood per shutter – 0.075 cum, ie2.66 cuft.
g) Iron work :-
1) Fixing 40mm x 3mm=38cm(1 ½ “ x ½ ‘x 15”0 flat iron holdfasts-1 blacksmith (II class), I mason and I beldar can fix 36 holdfasts per day.
2) Fixing 16mm dia. 5/3” dia) M S rods –1 blacksmith (II class), 2 carpenters (II class) and 3 mazdoors can fix 16.5m (54rft) per day.
h) Flooring: -
4cm thick (1 1/2 “)thick cement concrete flooring of 40sqm (400sqft) require 5 masons, 4 beldars, 3 mazdoors and 1 bhisti per day for mixing laying and finishing.
I) Finishing :-
1) Plastering with any mortar 12mm (5”) thick – 3 masons, 3 mazdoors and 1 bhisti can plaster 40sqm (400a ft) per day.
2)White washing or colour washing (3 coats) – 1 white washer and 1 mazdoor can do 60sqm (600sqft) per day.
3) Painting two coats such as chocolate, red, grey, etc on wood are steel –3
Painters and 2 mazdoors can paint 10sqm (100sqft) per day.
LOAD FOR A TWO –BULLOCKS CART
|
|
|
Quantity or Number | |
|
Sl# |
Particulars of materials |
On |
On |
|
|
Brick 19 cm x 9cm x 9cm |
275nos |
400nos |
|
|
Brick ballast |
0.85 cum (30cuft) |
1.10 cum (40cuft) |
|
|
Stone ballast |
0.70 cum (25 cuft) |
1.00 cum (35cuft) |
|
|
Kankar |
0.85 cum (30cuft) |
1.10 cum (40cuft) |
|
|
Sand surkhi |
0.85 cum (30cuft) |
1.10 cum (40cuft) |
|
|
Lime |
1.10 cum (40cuft) |
1.40 cum (50cuft) |
|
|
Tiles |
275nos |
400nos |
|
|
Cement |
15bags |
20 bags |
|
|
Steel |
0.75 tonne |
1 tonne |
Note; A bullock ……..carry about one tonne load. The average speed for a bullock cart may be taken as 3.20km (2 units) per hour and ¾ hour may be allowed for loading and unloading. Taking 8 hours working per day, the number of trips per day, can be calculated.
LOAD FOR TRUCKS
ON PUCCA METALLED ROAD –
Trucks3 tonners 5 tonners8 tonners diesel truck
Brick or Allahbad tiles or
Mangalore tiles1000nos 1500nos2000nos
Cement, steel and other
Heavy materials 3 tonne 5 tonne8 tonne
Other materials –
Ballast, Kankar, grit
Sand coal, etc., 2.8cum 4.20cum5.6cum
(100cuft) (150cuft)(200cuft)
On kachcha earthen road the load will be less by 33 per cent.
MATERIALS FOR DIFFERENT ITEMS OF WORKS
The requirement of materials for different items of works is as given below:-
|
Sl# |
Particulars |
Quantity |
|
|
1. |
Bricks (9” x 4 ½ “ x3” or 20 cm x 10cm x 10cm nominal size) for brick work |
1350 nos for 100cuft |
50000 nos per % cum (500nos.per cum) |
|
2. |
Dry mortar for brick work 30% |
30cuft for 100 cuft |
30cum for 100 cum |
|
3. |
Stone for rubble stone masonry 125% |
125cuft for 100 cuft |
125cum for 100 cum |
|
4. |
Dry mortar for rubble stone masonry 42% |
42cuft for 100 cuft |
42cum for 100 cum |
|
5. |
Bricks for brick ballast for lime concrete |
1050cuft for 100 cuft |
37000cum for 100 cum |
|
6. |
Brick bats or brick ballast for lime concrete |
150cuft for 100 cuft |
150cum for 100 cum |
|
7. |
Brick ballast for lime concrete |
100cuft for 100 cuft |
100cum for 100 cum |
|
|
|
|
|
|
Sl# |
Particulars |
Quantity |
|
|
8. |
Dry mortar for lime concrete I foundation and floor 35% |
35cuft for 100cuft |
35cum for 100 cum |
|
9. |
Dry mortar for lime concrete in roof terracing 45% |
45cuft for 100cuft |
45cum for 100 cum |
|
10. |
Materials for cement concrete 1:2:4 |
|
|
|
|
Ballast or grit 88% |
88cuft for 100cuft |
88cum for 100 cum |
|
|
Sand 44% |
44cuft for 100cuft |
44cum for 100 cum |
|
|
Cement 22% |
22cuft for 100cuft |
22cum (60 bags)for 100 cum |
|
11. |
Materials for 2.5cm (1”)cc 1:2:4 floor |
|
|
|
|
Stone grit |
8cuft for 100sqft |
2.40cum for 100 cum |
|
|
Sand |
4cuft for 100sqft |
1.20cum for 100 cum |
|
|
Cement |
2 ¼cuft (2 bags) for 100cuft |
0.08cum (24 bags)for 100 cum |
|
12. |
Bricks for R B work |
1200 nos for 100cuft |
42000nos/% cum(420 mps.[er ci,) |
|
13. |
Dry mortar for R B work 45% |
45cuft for 100cuft |
45cum for 100 cum |
|
14. |
Dry mortar for 12mm (1/2) plastering |
6cuft for 100sqft |
2.00cum for 100 sqm |
|
15. |
Dry mortar for pointing in brickwork |
2cuft for 100sqft |
0.60cum for 100 sqm |
|
16. |
Lime for white washing one coat |
1kg for 100sqft |
10kg for 100 sqm |
|
17. |
Dry distemper for ist coat |
0.65 kg for 100sqft |
6 ½ kg for 100 sqm |
|
18. |
Dry distemper for 2nd coat |
0.50 kg for 100sqft |
5kg for 100 sqm |
|
19. |
Snow-Cem for Ist coat |
3kg for 100sqft |
30kg for 100 sqm |
|
20. |
Snow-Cem for 2nd coat |
2kg for 100sqft |
20kg for 100 sqm |
|
21. |
Paint ready mixed for painting one coat |
1/3gl.for 100sqft |
10ltr for 100 sqm |
|
22. |
Paint (stiff) for painting one coat |
1kg for 100sqft |
10kg for 100 sqm |
|
23. |
Bricks (20 x 10 x 10cm) for brick floor or half brick wall |
500 nos for 100sqft |
5000nos.for 100sqm |
|
24. |
Dry mortar for brick floor or half brick wall |
12cuft for 100sqft |
3.20 cum for 100 sqm |
|
25. |
Bricks (9” x 4 ½ “ x3”) for brick flat work |
350 nos for 100sqft |
3500nos.for 100sqm |
|
26. |
Dry mortar for brick flat floor |
8cuft for 100sqft |
2.25cum for 100 cum |
|
27. |
Bricks (9” x 4 ½ “ x3”) required for honey comb wall |
325 nos for 100sqft |
3250 nos.for 100sqm |
|
28. |
Dry mortar for honey comb wall |
8cuft for 100sqft |
2.5cum for 100 cum |
|
29. |
Materials for 2cm (3/4”)thick damp proof course of 1:2 cement mortar |
|
|
|
|
Cement |
3cuft (2.5bags) for 100sqft |
0.90cum (27 bags)for 100 cum |
|
|
Sand |
6cuft for 100sqft |
1.80cum for 100 cum |
|
|
Compound or impermo @ 1kg per bag of cement |
2.5kg for 100sqft |
27kg for 100 sqm |
|
30. |
Materials for 2.5cm (1”)cc 1:1 ½ :3 damp proof course |
|
|
|
|
Stone grit |
8cuft for 100sqft |
2.25cum for 100 cum |
|
|
Sand coarse |
4cuft for 100sqft |
1.13cum for 100 cum |
|
|
Cement |
2 ½ cuft (2 ½ bags) for 100sqft |
0.75cum for (221/2bags)for100 cum |
|
|
Compound or impermo @ 1kg per bag of cement |
21/2 kg for 100sqft |
22½ kg for 100 sqm |
|
31. |
Bitumen or asphalt for painting on D P C or on roof – 1st coat |
15 kg for 100sqft |
150 kg for 100 sqm |
|
|
2nd coat |
10 kg for 100sqft |
100 kg for 100 sqm |
|
32. |
G G I sheet for roof |
128sqft for 100sqft |
128 sqmfor 100sqm |
|
33. |
A G corrugated sheet for roof |
115sqft for 100sqft |
115 sqmfor 100sqm |
|
34. |
Timber for paneled door shutter 4cm (1 ½”) thick |
15cuft for 100sqft |
4.5 cum for 100 cum |
|
35. |
Timber for battend door shutter 4cm (1 ½”) thick |
13cuft for 100sqft |
4.0 cum for 100 cum |
|
36. |
Timber for paneled & glazed shutter 4cm (1 ½”) thick |
11cuft for 100sqft |
3.0 cum for 100 cum |
|
|
Timber for fully glazed shutter 4cm (1 ½”) thick |
8cuft for 100sqft |
2.0 cum for 100 cum |
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