Rate Analysis

LABOUR OUT TURN WORK

S.No

Item Description

Quantity

unit

1.25

Cum

1

Cum

1

Brick work in CM in Foundation and plinth

2

Brick work in CM in Super Structure

3

Brick in CM in Arches

0.55

Cum

4

Brick in CM in Jack Arches

0.55

Cum

5

Half Brick wall in partition

5

Sqm

6

CRS Masonary in CM including dressing

1.8

Cum

7

RR Stone Masonary in CM

1

Cum

8

Ashlar Masonary inCM

0.4

Cum

9

Stone Arch Work

0.4

Cum

10

Cement concrete 1:2:4

5

Cum

11

Rbwork

1

Cum

12

RCC work

3

Cum

13

12mm Thick Plastering with CM

8

Sqm

14

Pointing with CM

10

Sqm

15

White washing or colour washing three coats

70

Sqm

16

White washing or colour washing three coats

200

Sqm

17

Painting or varnishing doors or windows one coat

25

Sqm

18

Coal tarring or solignum painting one coat

35

Sqm

19

Painting large surface one coat

35

Sqm

20

Distempering one coat

35

Sqm

21

2.5cm CC floor

7.5

Sqm

22

Timber framing sal or teak wood

0.07

Cum

23

Timber framing Country wood

0.15

Cum

24

Door and window shutters panelled or glazed

0.15

Sqm

25

Door and window shutters battened

0.8

Sqm

26

Earth work in ecavation in ordinary soil

3

Cum

27

Earth work in ecavation in hard soil

2

Cum

28

excavation in rock

1

Cum

29

Number of Bricks laid by a mason in Brickwork upto a height of 3m(10')

600

No's

30

Amount of work done by a mazdoor (helper) per day 3

Cum

4000

No's

Deliver mortar

5.5

Cum

Scaffolding cost for Single Storey building

0.5

Rupees

Mix Deliver brick to a distance of 15m

RK

Per Day

per Mason per Mason per Mason per Mason per Mason per Mason per Mason per Mason per Mason per Mason per Mason per Mason per Mason per Mason per whitewasher per whitewasher per Painter per Painter per Painter per Painter per Painter

Per Carpenter Per Carpenter Per Carpenter Per Carpenter per 1 Beldar & 1 Mazdoor per 1 Beldar & 1 Mazdoor per 1 Beldar & 1 Mazdoor per Mason

per Mazdoor per Mazdoor per Mazdoor per Cum of Brick work

MAZDOOR REQUIRED FOR DIFFERENT WORKS

L S.No

Item Description

Quantity

unit Beldars

1

2

Earth works excavation in foundations, trenches etc., in ordinary soil includingdisposal up to 30m and lift of 1.5m

28.30

Cum

5

Refilling excavated earth in foundations, plinth etc. including consolidationin 15cms layers

28.30

Cum

3

Disposal of surplus earth within alead of 30m

28.30

Cum

--

-Cum

3

Centring and shuttering for Flat surface

9.60

Sqm

4

100.00

Kgs

1 --

Stone work per 2.83 cum (100Cft) 2.83

Cum

3 --

Brickwork per 2.83 cum 2.83

Cum

---

Flooring 4cm thick CC flooringof 40Sqm

7

2

2.83

Ist class brickwork in 1:4 CM insuper structure partition walls, junctions ofroof, parapet walls and string course 6

Cum

Laying Reinforced concrete

RR Masonary with blue stone in foundations 5

2.83

R.C.C work

Renforcement work for RCC 4

--

Cement concrete work per 2.83cum (100 cft) Laying Cement concrete

3

--

Earthworks per 28.30 cum (1000cft)

40.00

Sqm

4 --

Finishing Plastering with any mortar 12mm thick

40.00

Sqm

--

White washing or colour washing (3coats)

60.00

Sqm

--

Painting two coats such as chocolate, red, greyetc., on wood or steel

10.00

Sqm

--

ERENT WORKS

Labour required Bhisti

Mason/White washer

Carpenters

Fitter

--

--

--

--

--

4

--

--

--

--

2

0.5

--

--

--

1

--

--

--

--

--

--

--

--

--

3

0.75

0.25

--

--

--

--

--

--

--

3

1.5

0.5

--

--

--

--

--

4

--

--

--

--

--

1

--

--

--

--

--

2

0.5

3

--

--

--

--

--

--

--

4.5

0.5

2.25

--

--

--

--

--

--

--

3

1

--

--

--

--

--

--

--

--

3

1

3

--

--

1

--

1

--

--

2

--

3

--

--

Mazdoors

0.3 x 0.35 x 0.3

=

1.2 Cft

=

MATERIALS FOR DIFFERENT ITEMS OF WORKS

S.No 1

Item Description

Qty

Per

unit

1350

100

Cft

Dry mortar for Brickwork 30%

30

100

Cft

Stone for Rubble stone Masonary 125%

125

100

Cft

Dry mortar for Rubble stone Masonary 42%

42

100

Cft

Ballast or Grt 88%

88

100

Cft

Sand 44%

44

100

Cft

Cement 22%

22

Bricks of 9"x 4 1/2" x 3"

Materials for Cementconcrete 1:2:4

1 bag of cement

RKS

13.7795276 9.24 1984.32 1.2 18.3333333

1728