Labour Work Per Day work detail

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 allahabad tiling or mangalore tiling	6.00sqm	(60sqft) per tile layer
36.	Double allahabad tiling	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 Kachcha Road	On Pucca Road
	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 Allahabad or Mangalore	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

About Author:

I am Thomas Britto here to share my experiences in the civil engineering field to all my readers.Today many students are struggling to buy books at high prices. So I decided to start a blog and share my experience and knowledge with all my readers.

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