Analysis & Rates

7/24/2019 Analysis & Rates

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1/29/2016 Analysi s & Rates, Analysis and rates for construction work, labour for construction work, Material required for construction - GharExpert.com

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Analysis & RatesThe 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.

B rick work in l im e or cem ent m ortar in

foundation and plinth

1. 25c um ( 45c uf t )pe r m as on

2.

B rick work in l im e or cem ent m ortar in

superstructure


3.

B rick work in m ud m ortar in foundation

and plinth


4.

B rick work in m ud m ortar in

superstructure


5.

B r i c k i n c e m en t o r l i m e m or t ar i n a rc h es 0 . 55 c u m ( 20 c uf t ) pe r m as o n

6.

B rick in cem ent or l im e m ortar in jack

arches

0 .5 5 c u m ( 20 c uf t )p er m as o n

7.

H al f bri c k w al l i n part i t i on 5. 00s qm (50s qf t )per mas on

8.

Coursed rubble stone m asonry in l im e

cem ent m ortar including dressing

0. 80c um ( 30 c uf t )per m as on

9.

Random rubble stone m asonry in l im e or

cem ent m ortar


10 .

A s hl ar s m as on ry i n l i m e or c em en t

mortar


11 .

S t one arc h w ork 0. 40c um (15c uf t )per mas on

12 .

Li me c onc ret e i n f oundat i on o r f l oor 8. 50c um ( 300c uf t )p er m as on


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13 .

Li me c onc ret e i n roof t errac ing 6. 00c um (200c uf t)per m as on

14 .

Li m e c onc ret e 1: 2 4 5. 00c um (175c uf t )per m as on

15 .

R B w ork 1. 00c um (35c uf t )per mas on

16 .

R C C w ork 3. 00c um (125c uf t )per m as on

17 .

12m m (1/2) plastering with cem ent or

l im e m ortar

8. 00s qm ( 80s qf t )pe r m as on

18 .

P oi nt i ng w i t h c em ent or l i me m ort ar 10. 00s qm ( 100s qf t )p er m as on

19 .

W h i t e w a s h in g o r c o l ou r w a s hi n g c o at s 7 0. 0 0s q m ( 70 0s q f t ) pe r w h i t e

washer

20 .

W h i t e w a s h in g o r c o l ou r w a s hi n g c o at s 2 00 . 00 s qm ( 20 00 s qf t ) pe r w h i t e

washer21 .

P aint ing or varnishing doors or windows

one coat

25s qm (250s qf t )per pai nt er

22 .

C o a l t a r ri n g o r s o l i g u m p ai n t i n g o ne c o a t 3 5. 0 0 s q m ( 3 50 s q f t ) p er p ai n t e r

23 .

P ai nt ing l arge s urf ac e one c oat 35. 00s qm (350s qf t )per pai nt er

24 .

D i s t em peri ng one c oat 35. 00s qm ( 350s qf t )per pai nt er

25 .

2. 5c m (1 ) C C f l oor 7. 50s qm (75s qf t )per pai nt er

26 .

Flag store f loor laying with l im e or

cem ent m ortar excluding LC

1 0. 0 0s q m ( 10 0s q f t ) pe r p ai n t er

27 .

B rick on edge in f loor l im e or cem ent

m ortar excluding LC

7 .0 0s q m ( 70 s qf t )p er p ai nt e r

28 .

B ri c k bat f l oor as i n abov e 8. 00s qm (80s qf t )per pai nt er

29 .

Ti mber f ram i ng s al or t eak w ood 0. 07c um (2. 5c uf t)perc arpent er

30 . T im ber f ram ing s al o r c oun tr y w ood 0. 15c um ( 5c uf t )per c arp ent er

31 .

Door and window shutters paneled or

glazed

0 .1 5s q m ( 7s q f t) p er c a rp en t er

32 .

Door and window shutters paneled or

battened

0 .8 0s q m ( 0. 8 0s q f t) pe rc a rp en t er


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33 .

S aw i ng hard w ood 4. 00s qm (40s qf t ) per pai r of

sawers

34 .

S aw i ng s of t w ood 6. 00s qm (60s qf t ) per pai r of

sawers

35 .

Single allahabad tiling or mangalore

t i l i n g

6 .0 0s q m ( 60 s qf t ) p er t i l e l ay e r

36 .

D oubl e al l ahabad t i l i ng 4. 00s qm (40s qf t ) per t i l e l ay er

37 .

B reaking of brick ballest 40m m (11/2)

gauge

0 .7 5c u m ( 35 c uf t )p er l ab ou re r o r

breaker

38 .

B reaking of brick ballest 25m m (1)

gauge


breaker

39 .

B reaking of stone ballest 40m m (11/2)

gauge


breaker

40 .

B reaking of stone ballest 25m m (1)

gauge


breaker41 .

A s hl ar s t on e dre s s i ng 0. 70c um (25 c uf t )p ers t on ec ut t er

42 .

Fl ag s t one dres s i ng 1. 50s qm (25s qf t )pers t onec ut t er

43 .

E a rt h w or k i n e x c a v at i o n i n o rd i na ry s o i l 3 . 00 c um ( 10 0c u f t ) pe r b el d er

mazdoor

44 .

E ar th work i n e xc av at i on i n ha rd s oi l 2. 00c um ( 75c uf t )pe r bel de r

mazdoor

45 .

E x c av at i on i n s oi l 1. 00c um (35c uf t )per bel der

mazdoor

46 .

Num ber of bricks laid by a m ason in

brick work upto a height of 3m (10)

600 bricks per m ason

47 .

A m ou nt of w or k don e by a maz do or

helper per day

M i x 3. 00c um (100c uf t )m ort ar per

mazdoor

D el i v er bri c k 4000 nos t o a di s t anc e of 15m (50)

per mazdoor

D el i v er m ort ar 5. 5c um (200c uf t ) per m az door 48 .

S caffolding cost for single storey

building

Re.0.50per

c um

( R e s t . 1 . 5 % c u f t ) o f

b r i c k w o r k .

Items 46,47 and 48 are based on the committee report on rates and cost government of India.


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LABOUR (MAZDOOR) REQUIRED FOR DIFFERENTWORKS

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)

E xcavation 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)

Refil l ing excavated earth in foundations, pointh etc, including consolidat ion in

15cm (6) layers-3 beldars, 2 m azdoors and bhist i can do 28.30 cum (1000cuft)

per day.

3)

Disposal of surplus earth within a lead of 30m (100)-1 m azdoor can do 2.83cum

(100 cuft) per day.

b) Cement concrete work per 2.83 cum (100cuft)

laying cem ent concrete 2 beldars, 3 m azdoors, bhist i and m ason, can do 2.83

cum (100 cuft) per day.

c) R C C work:-

1) Laying reinforced concrete 3 beldars, 3 m azdoors, 1 B hist i and m ason can do2.83 cum (100cuft) per day.

2) Centering and shuttering for f lat surfaces 4 beldars and 4 carpenters (I I class) can

do 9.6sqm (96sqft) per day.

3)Reinforcem ent work for R C C 1 blacksm ith or f i t ter and 1 beldar can bend and

place in posit ion 1 quintal (2 cwt) of steel per day.

d) Stone work per 2.83 cum (100cuft)-

Random rubble m asonry with blue stone in foundations-3 m asons, 3 beldars, 2

m azdoors and 1/4bhist i can do 2.83 cum (100cuft0 per day

e) Brick work per 2.83 cum (100cuft)-

First class brick work in 1:4 cem ent m ortar in superstructure part it ion walls, junct ions

of roof, parapet walls and str ing course 2m asons,4 m azdoors and 1/2 bhist i c an

do 2.83 cum (100cuft) per day.


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F) Wood work :-

1)

For the fram es of doors and windows 2 carpenters and 1 beldar can work 0.18 cum

(6.40cuft) of wood equivalent to door fram es 7.5cm x 10m of 1.2m x 2.1m (3x4of

3x11x7)size per day.

2)

For paneled, glazed, etc, shutters-15 carpenters and 4 beldars can m ake and f ix 4

shutters 40 m m thick of size 2.00m x 1.15m (1 thick of size of 6-9x 3-9) per

day. Quantit y of wood per shutter 0.075 cum , ie2.66 cuft.

g) Iron work :-

1)

Fixing 40m m x 3m m =38cm (1 x x 150 f lat iron holdfasts-1 blacksm ith (I I

class), I m ason and I beldar can f ix 36 holdfasts per day.

2)

Fixing 16m m dia. 5/3 dia) M S rods 1 blacksm ith (I I class), 2 carpenters (I I

class) and 3 m azdoors can f ix 16.5m (54rft) per day.

h) Flooring: -

4cm thick (1 1/2 )thick cem ent concrete f looring of 40sqm (400sqft) require 5 m asons,

4 beldars, 3 m azdoors and 1 bhist i per day for m ixing laying and f inishing.

I ) F i n i s h i n g : -

1) P lastering with any m ortar 12m m (5) thick 3 m asons, 3 m azdoors and 1 bhist i can

plaster 40sqm (400a f t) per day.

2)White washing or colour washing (3 coats) 1 white washer and 1 m azdoor can do

60sqm (600sqft) per day.

3)

P aint ing two coats such as chocolate, red, grey, etc on wood are steel 3

P ainters and 2 m azdoors can paint 10sqm (100sqft) per day.

L O A D F O R A T W O B U L L O C K S C A R T

Quantity or Number

S l # P arti cul ars of m ateri al s On K achcha R oad On P ucca R oad

1. B ri c k 19 c m x 9c m x 9c m 275nos 400nos

2. B ri c k bal l as t 0. 85 c um (30c uf t ) 1. 10 c um (40c uf t )

3. S t one bal l as t 0. 70 c um (25 c uf t ) 1. 00 c um (35c uf t )

4. K ank ar 0. 85 c um (30c uf t ) 1. 10 c um (40c uf t )

5. S and s urk hi 0. 85 c um (30c uf t ) 1. 10 c um (40c uf t )


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6. Li me 1. 10 c um (40c uf t ) 1. 40 c um (50c uf t )

7. Ti l es A l l ahabad or M angal ore 275nos 400nos

8. C em ent 15bags 20 bags

9. S t eel 0. 75 t onne 1 t onne

Note A bullock .. carry about one tonne load. The average speed for a bullock cart m ay

be taken as 3.20km (2 units) per hour and hour may be allowed for loading and unloading.

Taking 8 hours working per day, the num ber of t r ips per day, can be calculated.

LOAD FOR TRUCKS

O N P U C C A M E T A L L E D R O A D

Trucks 3 tonners 5 tonners8 tonners diesel truck

B rick or A llahbad t i les or

Mangalore ti les 1000nos 1500nos2000nos

Cem ent, steel and other

Heavy m aterials 3 tonne 5 tonne8 tonne

Other m aterials B allast, K ankar, grit

S and coal, etc. , 2.8cum 4.20cum 5.6cum

(100cuft) (150cuft)(200cuft)

On kachcha earthen road the load wil l be less by 33 per cent.

MATERIALS FOR DIFFERENT ITEMS OF WORKS

The requirem ent of m aterials for dif ferent i tem s of works is as given below:-

S l # P arti cul ars Quan ti ty

1.

B ricks (9 x 4 x3 or 20 cm x

10cm x 10cm nom inal size) for brick

work

1350 nos for

100cuft

50000 nos per %

cum (500nos.per

c u m )


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2.

D ry m or tar f or br ic k w ork 30% 3 0c uf t f or 100 c uf t 3 0c um f or 100

c um

3.

S tone for rubble stone m asonry

125%

125cuft for 100

c u f t

125cum for 100

c um

4.

Dry m ortar for rubble stone m asonry

42 %

4 2c u f t f o r 1 00 c u f t 4 2c u m f o r 1 00

c um

5.

B r i c k s f o r b r i c k b a l l a s t f o r l i m e

concrete

1050cuft for 100

c u f t

37000cum for 100

c um

6.

B r i c k b a t s o r b r i c k b a l l a s t f o r l i m e

concrete

150cuft for 100

c u f t

150cum for 100

c um

7.

B ri c k bal l as t f or l i me c onc ret e 1 00c uf t f or 10 0

c u f t

100cum for 100

c um

S l # P arti cul ars Quan ti ty

8.

Dry m ortar for l im e concrete I

foundation and floor 35%

3 5c u f t f o r 1 00 c uf t 3 5c u m f o r 1 00

c um

9.

Dry m ortar for l im e concrete in roof

terracing 45%

4 5c u f t f o r 1 00 c uf t 4 5c u m f o r 1 00

c um

10 .

M at e ri a l s f o r c em e nt c o n c r et e 1 : 2: 4

B al l as t or gri t 88% 88c uf t f or 100c uf t 88c um f or 100

c um

S and 44% 44c uf t f or 100c uf t 44c um f or 100

c um

C em ent 22% 22c uf t f or 100c uf t 22c um (60bags)for 100 cum

11 .

M aterials for 2.5cm (1)cc 1:2:4

f loor

S t one gri t 8c uf t f or 100s qf t 2. 40c um f or 100

c um

S and 4c uf t f or 100s qf t 1. 20c um f or 100

c um

C em ent 2 c uf t (2 bags )

for 100cuft

0.08cum (24

bags)for 100 cum12 .

B ri c k s f or R B w ork 1200 nos f or

100cuft

42000nos/%

cum (420 m ps.[er

c i , )

13 .

D ry m ort ar f or R B w ork 45% 45c uf t f or 100c uf t 45c um f or 100

c um

14 .

Dry m ortar for 12m m (1/2)

plastering

6 c uf t f or 1 00 s qf t 2 . 00 c um f or 1 00

s qm


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15 .

D r y m or t ar f o r p oi n t i ng i n b ri c k w o r k 2 c uf t f o r 1 00 s qf t 0 . 60 c um f o r 1 00

s qm

16 .

Li me f or w hi t e w as hi ng on e c oat 1 kg f or 1 00s qf t 1 0k g f or 100 s qm

17 .

D ry di st em per f or i st c oat 0. 65 k g f or 100s qf t 6 k g f or 100

s qm

18 .

D ry di st em per f or 2 c oat 0. 50 k g f or 100s qf t 5k g f or 100 s qm

19 .

S now -C em f or I s t c oat 3k g f or 100s qf t 30k g f or 100 s qm

20 .

S now -C em f or 2 c oat 2k g f or 100s qf t 20k g f or 100 s qm

21 .

P aint ready m ixed for paint ing one

coat

1 / 3g l. f or 1 00 s qf t 1 0l t r f o r 1 00 s q m

22 .

P ai nt (s t i ff ) f or p ai nt i ng one c oa t 1 kg f or 1 00s qf t 1 0k g f or 100 s qm

23 .

B ricks (20 x 10 x 10cm ) for brick

f loor or half brick wall

500 nos for

100sqft

5000nos.for

100sqm

24 .

Dry m ortar for brick f loor or half

b r i c k w a l l

1 2c u f t f o r 1 00 s qf t 3 . 20 c u m f or 1 00

s qm

25 .

B ricks (9 x 4 x3) for brick f lat

work

350 nos for

100sqft

3500nos.for

100sqm

26 .

D ry m ort ar f or bri c k f lat f loor 8c uf t f or 100s qf t 2. 25c um f or 100

c um

27 . B ricks (9 x 4 x3) required forhoney com b wall

325 nos for100sqft

3250 nos.for100sqm

28 .

D ry m or tar f or hon ey c om b w al l 8 cuf t f or 1 00s qf t 2 .5c um f or 100

c um

29 .

M aterials for 2cm (3/4)thick dam p

proof course of 1:2 cem ent m ortar

C em ent 3c uf t (2. 5bags ) f or

100sqft

0.90cum (27

bags)for 100 cum

S and 6c uf t f or 100s qf t 1. 80c um f or 100

c um Compound or impermo @ 1kg per

bag of cement

2 . 5k g f o r 1 00 s qf t 2 7k g f o r 1 00 s q m

30 .

M aterials for 2.5cm (1)cc 1:1 :3

damp proof course

S t one gri t 8c uf t f or 100s qf t 2. 25c um f or 100

c um

n d

n d


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S and c oars e 4c uf t f or 100s qf t 1. 13c um f or 100

c um

C em ent 2 c uf t (2

bags) for 100sqft

0.75cum for

(221/2bags)for100

c um

Compound or impermo @ 1kg per

bag of cement

2 1 / 2 k g f o r 1 00 s q f t 2 2 k g f o r 1 0 0

s qm

31 .

B itum en or asphalt for paint ing on D

P C or o n r o of 1 c o a t

1 5 k g f o r 1 00 s qf t 1 50 k g f or 1 00

s qm

2 c oat 10 k g f or 100s qf t 100 k g f or 100

s qm

32 .

G G I s heet f or roof 128s qf t f or 100s qf t 128 s qm f or

100sqm

33 .

A G c or ru gat ed s he et f or roo f 115 s qf t f or 10 0s qf t 115 s qm f or

100sqm

34 .

Timber for paneled door shutter 4cm

(1 ) thick

1 5c u f t f o r 1 00 s qf t 4 . 5 c u m f o r 1 00

c um

35 .

Tim ber for battend door shutter 4cm

(1 ) thick


c um

36 .

Tim ber for paneled & glazed shutter

4cm (1 ) thick


c um

Tim ber for ful ly glazed shutter 4cm

(1 ) thick

8 c uf t f or 1 00 s qf t 2 . 0 c um f o r 10 0

c um

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