Plan

Specification report to Accompany the estimate for the work of

#VALUE!
Estimate Amount: Rs

12.00 Lakhs

This work has been proposed under
Fund - 2012-13.. and it
was Administrativly Sanctioned by the Dindigul District collectorin the Roc No:

1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39

The following provisions are made in this Estimate as follows:Earth work excavation for foundation in SS20 B Soil etc complete.
Cement concrete in 1:4:8 mix using 40mm HG metal including all cost etc complete.
Filling in foundation and Basement with filling sand including all etc complete.
Filling Basement with conveyed gravel etc complete..
Brick work in Cm 1:5 mix using country brick including all cherges
Supplying and fabricating and placing Mild steel or ribbed for steel etc complete.
Supplying and erecting centring for side and sofits etc complete.
Reinforced Cement concrete in mix 1:1.5:3 using 20mm HBG ISS metal including all charges.
Finising the top of the roof with one course Ornamental roof tiles in cm1:3 mix etc complete.
Plastering with cement mortar 1:3 mix with 10 mm thick including all charges
Plastering with cement mortar 1:5 mix with 1 2 mm thick including all charges
Supply and Fixing of Cadappa slab including all cherges etc complete
Cement concrete in 1:2:4 mix using 20mm HG metal including all cost etc complete.
Paving floor finish with scratch proof ceramic tiles in Cm1:2 mix with 20mm thick etc complete.
Dadooing wall with glaed tiles in Cm1:2 mix with 20mm thick etc complete.
Plastering with cement mortar 1:3 mix with 20 mm thick including all charges
Plastering with cement mortar 1:3 mix with 20 mm thick including all charges
Granolithic floor finishing with CC1:2:4 mix using 10mm to 12mm IRC chips 25mm
thick eteSupply and filling of Rough stone and 20mm Brick Jelly For Filling soakage
Towards
pit ete
Distembering two coats with best approved oil bound distember including all charges.
Interior / Exterior Emulsion Two coats over priming coat including all charges.
Painting Two coat over new iron works icnluding all charges.
Supply and fabrication of steel rolling shutter ,door including all cherges etc complete.
Supply and fabrication of steel window, Glazed Ventilatore including all cherges etc complete.
Supply and fixing of R.C.C.Jolly including all cherges etc complete.
Towards Labour charges for Fixing of Steel shutter, doors including all cherges etc complete.
Towards Labour charges for Fixing of steel window, Glazed Ventilatore Including all Cherges etc
complete.
Provision for supply and fixing of Lock and key including all Cherges etc comlete.
Provision for water Supply arrange ments and Sanitary arrangements etc complete
Provision for supply and fixing of 500 Liters Capacity Sintex tank including all charges etc
complete
Provision for Supply and fixing of 4" Dia AC Pipe for septic tank slab etc complete.
Provision for Rain water Harvesting Structure including all charges etc complete
Provision for supply and fixing of IWC with P" trap and Sanitarily arrangements etc
Provision for conveyance of Doors & Windows etc complete
Provision for Electrification including all Cherges etc complete.
Provision for Name Boards including all charges etc complete
Provision for Photographic charges including all charges etc complete
Provision for Labor Welfare Fund 0.30% etc complete
Provision for Electrification including all Cherges etc complete.
Rates:Current schedule of rate for the year 2014-15.. are adopted in
this estimste. On sanction, this work will be carried out as per standard Specifications approved
by the Superintending Engineer (RD) Chennai

work of

#VALUE!

- 2012-13.. and it
No:

omplete.
te.

plete.

uding all charges.
mix etc complete.
ges
ges

omplete.
thick etc complete.

ges

all charges.
s.

c complete.
ges etc complete.

es etc complete.
ding all Cherges etc

mlete.
omplete
all charges etc

mplete.
plete
ents etc

4-15.. are adopted in
cifications approved

Name of work
Detailed - Cum - Abstract Estimate

#N/A Lakhs

Estimate Amount : Rs.
SL.No

Description of work

No

L

B

D

Contents Rate/Per

Amount

1 Earth work excavation for foundation in all soils such as red earth ,hard stiff clay
soil, stiff black cotton soil, hard redearth,shales, murrams, gravel,hard rock not
requiring blasting ete complete.,For Foundation
Main Column

1

11

1.20

1.20

1.20

19.01

For grade beam - main wall alround

1

1

38.02

0.30

0.30

3.42

D/f Column

-1

8

1.20

0.30

0.30

-0.86

D/f Old Building

-1

1

9.68

0.30

0.30

-0.87

cross wall Hz

1

2

10.53

0.30

0.30

1.90

D/f Open

-1

1

2.63

0.30

0.30

-0.24

cross wall Vt

1

1

8.48

0.30

0.30

0.76

1

1

5.48

0.30

0.30

0.49

D/f Hz Wall

-1

6

0.30

0.30

0.30

-0.16

D/f Old Building

-1

2

3.45

0.30

0.30

-0.62
22.83
M

3

101.20
/M

2310

3

2 Cement concrete 1:4:8 mix usin 40 mm HBGS metal inculding cost and
coveyance of all materials to site including labour for mixing ,laying,curing etc
complete.,For Foundation
Column

1

11

1.20

1.20

0.10

1.58

for grade beam - main wall alround

1

1

38.02

0.30

0.10

1.14

D/f Old Building

-1

1

9.68

0.30

0.10

-0.29

C/s Wall - Hz Wall

1

2

10.53

0.30

0.10

0.63

D/f Open

-1

1

2.63

0.30

0.10

-0.08

D/f Old Building

-1

1

6.23

0.30

0.10

-0.19

Vt Wall

1

1

8.48

0.30

0.10

0.25

1

1

5.48

0.30

0.10

0.16

D/f Hz Wall

-1

6

0.30

0.30

0.10

-0.05

D/f Old Building

-1

2

3.45

0.30

0.10

-0.21

R1

1

1

4.08

3.23

0.10

1.32

R4

1

1

2.55

1.80

0.10

0.46

R5A

1

1

3.68

2.78

0.10

1.02

R5B

1

1

5.03

1.35

0.10

0.68

B/w R5A & R5B

1

1

2.63

0.23

0.10

0.06

B/w R5A & R5B

1

1

2.63

0.45

0.10

0.12

R7

1

1

2.28

1.35

0.10

0.31

R6

1

1

4.08

3.23

0.10

1.32

For Flooring

8.23

2807.12

23103

541.30

4293

4 Supplying and filling with filling sand in layers not more than 15 cm thick ,well rammed,
wattered and compacted etc,complete For Foundation
For Basement
R1

1

1

4.08

3.23

0.15

1.98

R4

1

1

2.55

1.80

0.15

0.69

R5A

1

1

3.68

2.78

0.15

1.53

R5B

1

1

5.03

1.35

0.15

1.02

B/w R5A & R5B

1

1

2.63

0.23

0.15

0.09

B/w R5A & R5B

1

1

2.63

0.45

0.15

0.18

R7

1

1

2.28

1.35

0.15

0.46

R6

1

1

4.08

3.23

0.15

1.98
7.93

SL.No

Description of work

No

L

B

D

Contents Rate/Per
M3

/M3

Amount

SL.No

Description of work

No

L

B

D

Contents Rate/Per

Amount

5 Filling the basement excavated earth other than sand including all labour charges etc.,
complete
For Basement
R1

1

1

4.08

3.23

0.30

3.95

R4

1

1

2.55

1.80

0.30

1.38

R5A

1

1

3.68

2.78

0.30

3.07

R5B

1

1

5.03

1.35

0.30

2.04

B/w R5A & R5B

1

1

2.63

0.23

0.30

0.18

B/w R5A & R5B

1

1

2.63

0.45

0.30

0.36

R7

1

1

2.28

1.35

0.30

0.92

R6

1

1

4.08

3.23

0.30

3.95
15.85

17.75

281

Cum
6

Brick work with cement mortar 1:5 mix using II class bricks for foundation and
basement and superstructure inculding cost and conveyance of all materiales
curing etc ,complete.
For grade beam - main wall alround

Deduction :

1

1

38.02

0.23

3.75

D/f Old Building

-1

cross wall Hz

1

32.79

1

9.68

0.23

3.75

-8.35

2

10.53

0.23

3.75

18.16

D/f Open

-1

1

2.63

0.23

3.75

-2.27

D/f Old Building

-1

1

6.23

0.23

3.75

-5.37

cross wall Vt

1

1

8.48

0.23

3.75

7.31

1

1

5.48

0.23

3.75

4.73

D/f Hz Wall

-1

6

0.23

0.23

3.75

-1.19

D/f Old Building

-1

2

3.45

0.23

3.75

-5.95

D/f Column

-1

11

0.23

0.23

3.75

-2.18

0

1

1.10

0.23

2.10

0.00

- Rolling shutter

- Door D

0

1

1.20

0.23

2.10

0.00

- Door D1

0

1

0.75

0.23

2.10

0.00

- Grill gate

0

1

1.50

0.23

2.10

0.00

- Windows W

0

1

1.20

0.23

2.10

0.00

- jolly J

0

1

0.60

0.23

2.10

0.00

- column area

0

1

0.23

0.23

2.10

0.00
37.68

4028.31

M3

/M3

7 Reinforced cement concrete 1:11/2:3 mix using 20 mmHBGS metal inculding
cost and coveyance of all materials to site including labour for mixing
,laying,curing etc complete.,
For

column

- footing

1

11

0.30

4.75

((0.9x0.9)+(0.45x0.45)+SQRT((0.9x0.9)+(
0.45x0.45)))x0.45/3

1.20

1.20

3.33

- slope portion

1

11

- column up to GL

1

11

0.23

0.23

0.45

0.26

- column up to RL

1

11

0.23

0.23

3.75

2.18

Above GL

for

Grade beam - main wall alround
D/f Old Building
- cross wall Hz Wall

D/f Open
D/f Old Building
- cross wall Vt

1

1

38.02

0.23

0.30

2.62

-1

1

9.68

0.23

0.30

-0.67

1

2

10.53

0.23

0.30

1.45

-1

1

2.63

0.23

0.30

-0.18

-1

1

6.23

0.23

0.30

-0.43

1

1

8.48

0.23

0.30

0.59

1

1

5.48

0.23

0.30

0.38

D/f Hz Wall

-1

4

0.23

0.23

0.30

-0.06

D/f Old Building

-1

2

3.45

0.23

0.30

-0.48

D/f Column

-1

11

0.23

0.23

0.30

-0.17

1

2

8.48

0.23

0.30

1.17

1

1

6.45

0.23

0.30

0.45

Roof Beam

151787

SL.No

Description of work

No

L

B

D

Contents Rate/Per

1

1

7.75

0.23

0.30

1

1

4.08

0.23

0.30

0.28

D/f Column

-1

11

0.23

0.23

0.30

-0.17

for roof slab

1

1

10.75

8.70

0.15

14.03

D/f Old Building

-1

1

6.45

3.68

0.15

-3.56

D/f Open

-1

1

3.00

2.33

0.15

Amount

0.53

-1.05
25.25

5137.55

M3

/M3

129728

8 Supplying and fabrication,placing in position of mild steel or ribbed Tor steel grils
for RCC works inculding cost of steel and binding wire etc.

As per Steel Schedule

3.5

0r

3.500 MT

#N/A

#N/A

155.39

406.08

63101

M2

/m2

9 Supplying and erection centering for sides and soffits inculding necessary
supports and structing for plain surfaces such as RCC Slab,Lintel,Beam
coloum,sunshade etc complete.,
b) Below GL
Matt

1

11

3.6

-

0.2

7.92

Column

1

11

0.92

-

0.45

4.55

Column

1

11

0.92

-

3.75

37.95

For column up to grade beam

1

1

38.90

-

0.30

11.67

D/f Old Building

-1

1

10.13

-

0.30

-3.04

D/f Column

-1

7

0.23

-

0.30

-0.48

Above GL

Inner All Around

1

1

37.10

-

0.30

11.13

D/f Old Building

-1

1

16.75

-

0.30

-5.03

D/f Column

-1

6

0.23

-

0.30

-0.41

2

2

10.30

-

0.30

12.36

D/f Column

-2

3

0.23

-

0.30

-0.41

D/f Open

-2

1

8.75

-

0.30

-5.25

D/f Old Building

-1

1

6.23

-

0.30

-1.87

2

1

8.25

-

0.30

4.95

2

1

5.48

-

0.30

3.29

D/f Hz Wall

-2

2

0.23

-

0.30

-0.28

D/f Old Building

-2

2

3.23

-

0.30

-3.88

Cross Wall - Hz Wall

Cross Wall - Vt Wall

0.00

Roof Beam
1

1

38.90

-

0.30

11.67

-1

11

0.23

-

0.30

-0.76

1

1

34.33

-

0.30

10.30

2

1

3.23

-

0.30

1.94

-1

11

0.23

-

0.30

-0.76

R1

1

1

4.08

3.23

-

13.18

R4

1

1

2.55

1.80

-

4.59

R5A

1

1

3.68

2.78

-

10.23

R5B

1

1

5.03

1.35

-

6.79

B/w R5A & R5B

1

1

2.63

0.23

-

0.60

B/w R5A & R5B

1

1

2.63

0.45

-

1.18

R7

1

1

2.28

1.35

-

3.08

R6

1

1

4.08

3.23

-

13.18

Roof Beam Tk

1

1

46.65

-

0.15

7.00

Outer All Around
D/f Column
Inner All Around
D/f Column
Roof Bottom

12 Weathering course with broken brick jeely for 20 mm size mixed with pure
slacked lime (no sand to be used) in proposation of 32:12.5 cft to proper
gradient,well beation with wooden beaters etc

SL.No

Description of work

No

L

B

D

Contents Rate/Per

1

1

10.30

8.25

0.075

6.37

D/f Old Building

-1

1

6.00

3.23

0.075

-1.45

D/f Open

-1

1

3.00

2.33

0.075

-0.52

Over main building roof

4.40
M3
13

Amount

2306.89
/M3

10150

65.60

667.12

43763

M2

/M2

Terrace flooring with one coarce of old &new machine pressed tiles of size
20x20x2 mmusing Cm 1:3 with water proofing compound 2% weight of cement
used and the joints pointed with same
1

1

10.30

8.25

-

84.98

D/f Old Building

-1

1

6.00

3.23

-

-19.38

D/f Open

-1

1

3.00

2.33

-

-6.99

Over main building roof

14 Marbonite tiles flooring laying with new ceramic tiles of size 300x300x6 mm laid
in C M 1:3 inculding cost of white cement and labour charges etc
For Flooring
R1

1

1

4.08

3.23

-

4.59

13.18

R4

1

1

2.55

1.80

-

R5A

1

1

3.68

2.78

-

10.23

R5B

1

1

5.03

1.35

-

6.79

B/w R5A & R5B

1

1

2.63

0.23

-

0.60
1.18

B/w R5A & R5B

1

1

2.63

0.45

-

R7

1

1

2.28

1.35

-

3.08

R6

1

1

4.08

3.23

-

13.18
52.83

1277.40

M2

/M2

67485

15 Dadoing the walls with new Glazed tiles of size 150 x150 x6 mm laid in CM 1:2 ,
10 mm thick and pointig with white cement using 0.40 Kg/m2 including finishing
the joint and pointing flush with ties surface
toilet room sides alround

1

toilet room sides alround
Deduct door opening

0

5.40

-

1.50

0.00
0.00
0.00

1

0

6.24

-

1.50

-1

0

0.75

-

1.50

0.00

891.47

M2

/M2

0

16 Plastering with Cement Morter 1:5 mix 12 mm thick inculding cost and
conveyance of all materials to site and labour charges for curing etc
1

1

41.22

-

4.20

D/f Old Building

-1

Inner All Around

1

1

9.38

-

4.20

-39.40

1

37.10

-

3.60

133.56

D/f Old Building

-1
2

1

9.23

-

2

10.30

-

3.30

135.96

D/f Open
D/f Old Building

-2

1

2.63

-

3.30

-17.36

-2

1

6.23

-

3.30

-41.12

2

1

8.25

-

3.30

54.45

2

1

5.25

-

3.30

34.65

D/f Hz Wall

-2

4

0.23

-

3.30

-6.07

D/f Old Building

-2

2

3.23

-

3.30

-42.64

outer side

- main wall alround

Cross Wall - Hz Wall

Cross Wall - Vt Wall

3.60

17 Plastering with Cement Morter 1:3 mix 10 mm thick inculding cost and
conveyance of all materials to site and labour charges for curing etc

173.12

-33.23

351.92

119.71

M2

/M2

Roof Bottom
R1

1

1

4.08

3.23

-

13.18

R4

1

1

2.55

1.80

-

4.59

R5A

1

1

3.68

2.78

-

10.23

R5B

1

1

5.03

1.35

-

6.79

B/w R5A & R5B

1

1

2.63

0.23

-

0.60

B/w R5A & R5B

1

1

2.63

0.45

-

1.18

42128

SL.No

Description of work

No

L

B

D

Contents Rate/Per

R7

1

1

2.28

1.35

-

3.08

R6

1

1

4.08

3.23

-

13.18
52.83

138.10

M2

/M2

0

3690.00

Amount

7296

18 Fabrication and supply of mild steel Door of any size with single leaf outer frame
made of 35x35x5 mm equal M.S angle and shutter frame made of 25x25x5 mm
M.S angle for horizontal and vertical member with stiffener and fully covered with
18 G plate etc complete.
a Door1.10 x 2.10 m

1

0

b Toilet door 0.75 X 2.00 m

1

0

nos

/no

0

1344.00

no

/no

0

3944.00

nos

/no

0
0

19 Fabrication and supply of mild steel Window of any size with single leaf outer
frame made of 35x35x5 mm equal M.S angle and shutter frame made of
25x25x5 mm M.S angle for horizontal and vertical member with stiffener and fully
covered with 18 G plate etc complete.
a Window

1.20 x 1.30 m

1

0

0

20 Towards cost and supply of Rolling shutter of size 1.20X2.10m
a Rolling shutter of size 1.20X2.10m
b Grill Gate of size 1.50X2.10m

1
1

0

1.20

2.10

0

LS

21 Distembering two coats oil bound distember over priming coat inculding cost
and conveyance of all materials to site and all loboure charges etc complete
( Inner wall )
1
1
37.10
3.60
Inner All Around

0

2430.00

M2

/M2

0

6000.00

nos

/no

1

9.23

-

3.60

-33.23

2

2

10.30

-

3.30

135.96

D/f Open

-2

1

2.63

-

3.30

-17.36

D/f Old Building

-2

1

6.23

-

3.30

-41.12

2

1

8.25

-

3.30

54.45

Cross Wall - Hz Wall

Cross Wall - Vt Wall

0

133.56

-1

D/f Old Building

0

2

1

5.25

-

3.30

34.65

D/f Hz Wall

-2

4

0.23

-

3.30

-6.07

D/f Old Building

-2

2

3.23

-

3.30

-42.64
218.20

63.10

M2

/M2

13768

22 Exterior Emulsion Two coats over priming coat including cost and conveyance of
all materials and labor charges etc complete.
outer side

- main wall alround

D/f Old Building

23

1

1

41.22

-

4.20

-1

1

9.38

-

4.20

173.12
-39.40
133.72

140.75

M2

/M2

18821

Painting two coat of new iron works such as steel Doors,windows,ventilators, etc.,
with best approved first quality of synthetic enamel paint of approved colour over
the existing priming coats,ete.
Door 1.10 x 2.10m

1

0

1.10

2.10

0.00

Door 0.75 x 2.10m

1

0

0.75

2.10

0.00

Window 1.20 x1.30

1

0

1.20

1.30

0.00

Rolling shutter 1.20 x 2.10m

1

0

1.20

2.10

0.00

Grill gate 1.50 x 2.10m

1

0

1.50

2.10

0.00
0.00

93.60

M2

/M2

0

24
Labour charges for fixing of Steel Door including all labour charges etc. complete.
Door 1.10 x 2.10m

1

0

1.10

2.10

0.00

Door 0.75 x 2.10m

1

0

0.75

2.10

0.00
0.00

108.00
Sqm

0

SL.No

Description of work

No

L

B

D

Contents Rate/Per

Amount

25 Labour charges for fixing of Steel Window including all labour charges etc.
complete.
Window 1.20 x1.30

1

0

1.20

1.30

0.00
0.00

94.00

0

Sqm
26 Supply & Fixing of , Water closet with "P" trap, PVC Pipes, etc.
complete.
1

0

0.00
0.00 3018.00

0

27 Supply & Fixing of Cuddhapha slab, Jolly 0.60 x 0.45m, Precast
slab for Manhole cover & Lock and key etc. complete.
LS

28 Supply and fixing of Rain water downfall pipe arrangements PVC pipe of 110mm
dia
110 mm dia PVC Pipe

1

0

0.00
0.00

350.00

0

Rm
31 Wiring with 2 X 1.5 Sq.mm (22 / 0.3) PVC insulated SC unsheathed Copper
conducutor cable of 1100V grade in suitable PVC rigid pipe concealed in wall and
ceiling with PVC accessories inflush with wall with 3 mm thick Hylum sheet
cover with TW box And 5 A FT switch with continuous earth connection of 14
SWG TC wire for making good of the concealed portion with suitable colour for
PVC concealed Light point / fan point (For electronic Regulator) SD 24

1

0

Nos.

at.Rs.

547.80

/ Each

0

514.00

/ Each

0

54.00

/ RM

0

at.Rs.

265.00

/ RM

0

35 Supply and fixing of WT bulk head fitting with guard ( Philips / Bajaj / Crompton
/ K Lite ) suitable for incandescent lamp with 60 W bulb.SD 80
1
0
Nos. at.Rs.
36 Supply and fixing of 1200 mm ( 48") AC ceiling fan complete with stepped
electronic 300 W regulator with 300 mm down rod on the existing clamp. SD 106

371.05

/ Each

0

1570.00 / Each

0

355.00

/ Each

0

32 Wiring with 2 X 1.5 Sq.mm (22 / 0.3) PVC insulated SC unsheathed Copper
conducutor of 1100V grade in suitable PVC rigid pipe concealed in wall and
ceiling with PVC accessories inflush with wall with 150 mm X 100 mm X 113
mm TW switch box with 3 mm thick Hylum sheet cover for 5 A 3 pin non
interlocking CS plug with continuous earth wire connection of 14 SWG TC wire
for making good of the concealed portion with suitable colour for concealed
PVC plug point SD 36
1

0

Nos.

at.Rs.

33 Supply and run of 2 of 1.50 sq.mm (22/0.30) PVC insulated SC unsheathed
copper Conductor of 1100 V grade on 7/20GI bearer wire for service
connection mains SD 63
1.00

0.00

R.M

at.Rs.

34 Supply and run of 2 X 1.5 sq.mm (22 / 0.30) PVC insulated SC unsheathed
copper Conductor of 1100 V grade in 25 mm dia GI pipe ( Class ' B ' ) suitably
bent at both ends with necessary angle iron upright and end supports for mains.
SD 67
1

1

0.00

0

R.M

Nos.

at.Rs.

37 Supply and fixing of single box type 4' 40 W flu fitting complete with copper
choke and condensor with TW round blocks on wall or ceiling with flu tube with
PVC unsheathed Copper leads fron terminals to the fitting. SD 83
1
0
Nos. at.Rs.
38 Supply and fixing of 16 Amps DPIC Switch of 500 V with fuse and neutral (Side
Handle) on suitable TW box PWD Earthing SD 136
1

0

Nos.

at.Rs.

1203.00 / Each

0

1

0

Nos.

at.Rs.

345.00

0

39 Supply and fixing of CFL bulb
/ Each

SL.No

Description of work

40 Provision for Water supply arrangements

No

L

B

D

Contents Rate/Per

Amount

As per Sub- Estimate

112

48 Contingencies
Total

#N/A

SUB ESTIMATE FOR water supply arrangements
0

DETAILED AND ABSTRACT ESTIMATE
Sl.No

Quantity

1

1

2

65.00

3

3

4

Description of Work

Rate

Unit

Amount

7000.00

No

7000.00

63mm Pvc Pipe 4kg/sqcm

54.00

Rm

3510.00

63mmPVC Elbow

52.00

No

156.00

0.50

Solvent Cement

125.00

lit

63.00

30.00

32mm PVC 15 KG/cm2 pipe

35.00

RM

1050.00

10.00

32 mm G.I. elbow

65.00

No

650.00

8.00

32 mm x 15 mm G.I. Reducer

40.00

No

320.00

6.00

32 mm G.I. Tee

76.00

No

456.00

10.00

32 mm G.I. Coupling

43.00

No

430.00

8.00

15 mm C.I. Tap cork

136.00

No

1088.00

3.00

32 mm G.I. Union

130.00

No

390.00

2.00

32 mm G.M. Gate valve

725.00

No

1450.00

82.00

Rm

5330.00

1500.00

No

1500.00

Total

23393.00

Supply of HDPE Tank (1000 Ltr)

PUMPING MAIN LINE
5
a

65.00

6

1

a) For Water line
Labour charges for Tank inlet and outlet and internal
water supply work excluding cost of requied materals
pumbing charges etc.complete…

ASSISTANT ENGINEER,
PANCHAYAT UNION
REDDIYARCHATRAM.

Page 11 of 78

cement

steel
bitumen
Emulsion
Brick
Brick jelly
(20mm)
Brick jelly
(40mm)
rough stone
bond stone
rough stone
(revetment)
KM stone
(1.65 x 0.45 x
0.15 m.)
Hectameter
stone
(0.9x0.15x0.15
m)
slacked lime

shell lime

stone lime
Mangalore tiles
AA
Ceramic Tiles
(200 x 200 x 6
mm)
Dadooing tiles
( 150 x 150 x
6mm)

COST OF MATERIALS ,LABOUR &WORK 2015-2016
MATERIALS
4870.00 Mangalore ridge
28220.00
ISS METAL
tiles/1000
Mangalore tiles/1000
9665.00
Mangalore ceiling tiles
5935.00
50925.00 Pressed
10335.00 40mm
848.00
tiles(20x20x2cm) /1000
55700.00 pan tiles(23x8x
402.00 25mm
729.00
1.7cm)/1000
54900.00 Blasted soling stone
158.00 20mm
1180.00
4725.00 un blasted stone
96.80 12mm
1095.00
652.00 C.W.reeper(50x25mm)/R
35.00 10mm
806.00 10-12MM
metal ISS
M
586.00 C.W.reeper(50x12mm)/R
25.30
M
379.00 country wood planks
39900.00 6mm
546.00
IRC METAL
520.00 C.W.scantling (upto 4m)
34800.00
367.00
328.00 U S Gravel
157.00 90mm&
410.00
75mm
374.00 Well Gravel
129.00 63mm
531.00

188.00 sand for mortor

176.40 53mm

929.00

45mm&
176.40 46.5mm

865

37.50mm
391.00 26.5mm&
25mm
22.40mm
377.00 13.2mm

865

sand for filling
1260.00 Cuddappah slab 50mm
Tk
81.00 Cuddappah slab 38/40
Tk
9840.00 Cuddappah slab 20/30
Tk

347.00 11.2mm

17.4 Binding wire

6.7mm,
6mm,
5.60mm
45.60 4.75m

Water proofing
10.3 compound

mild steel
plates or
sheets BG
42.35 10
mild steel
Angles 25 x
25 x 3 mm

Plastic Emulsion
paint

315.15 Distemper

Primer (Emulsn)

156.75 Snow cem paint

Mason 1
Mason 2
except BW
Mazdoor 1
Mazdoor 2

645.00

835 883
835
1211.00
1124.00
763.00
566
566
566
502

43.00

242.55
254.10

282 Fitter 1

399.00

404

255

372.00

Road mazdoor 2
282 Head mazdoor
255 Carpenter 1

Carpenter 2
404 Stone Cutter 1
Stone Cutter 2
WORK

Fitter 2
292 Painter 1
441 Painter 2
Fitter 1 ( For
404 pipe laying &
Barbending)
347 Plumber I
320 Plumber II

11.2

763.00

9.5
6.7

640.42
566.00

6

566.00

5.6

566.00

4.75

502.00

2.36

502.00

43.00

451 Road mazdoor 1

292
Wodder
Mason II class

Enamel
78.50 paint
Enamel
paint for
53.10 wood work

950.50

361.00
336.00
392.00
392.00
364.00

jungle clearence
Refilling sand
Refilling soil
laying of well
gravel

15.60 JC scrub
17.75 JC light
5.16 JC heavy

earth work
2.55 For street
50.60
2.80 Drain
75.90
3.70 for foundation
101.20

including rolling
16.15 Juliflora with uprooting
tack coat over BT
6.39 Juliflora without uprooting
over WBM
15.90
Hire &labour -10 sq.m.
Stacking
PC& SC
532.51 metal
Gravel

4.15 Road
3.15 Silt
1 st lead
1 st lift
3.15 Benching
3.05 Centering
Charges

53.90
42.40
6.30
5.05
2.05
478.00

WBM

3.05 Ghat

616.14
348.25

WBM Patch work

307.06 sand
93.92 mixing charges

BT patch
Picking

190.19 Grinding lime mortor ordinary
6.97

52.40 Two legged
Scaffolding
128

ESTIMATE -CONVEYANCE 2015-16

Mangalore Bricks I,II class,
Rough
tiles(1000
standard size
Lime
stone
Third Class
No)Machine
bricks,Metric
stone ,brick
,broken
Country
Distence KM
preesed tiles bricks ,chamber
Jelly, wood
stone
bricks (1000
(2000 no)
burnt bricks,
work for 1m3 ,sand ,Gravel
no)
Hyd.preesed flooring squre
Suruki
tiles(500 no)
bricks (1000)

cement, &
steel items

0

0.00

0.00

0.00

0.00

0.00

0.00

1

5.97

8.69

7.33

9.77

12.22

5.43

2

11.94

17.38

14.66

19.54

24.44

10.86

3

17.91

26.07

21.99

29.31

36.66

16.29

4

23.88

34.76

29.32

39.08

48.88

21.72

5

29.85

43.45

36.65

48.85

61.10

27.15

6

35.82

52.14

43.98

58.62

73.32

32.58

7

41.79

60.83

51.31

68.39

85.54

38.01

8

47.76

69.52

58.64

78.16

97.76

43.44

9

53.73

78.21

65.97

87.93

109.98

48.87

10

59.70

86.90

73.30

97.70

122.20

54.30

11

64.82

94.34

79.58

106.07

132.66

58.95

12

69.94

101.78

85.86

114.44

143.12

63.60

13

75.06

109.22

92.14

122.81

153.58

68.25

14

80.18

116.66

98.42

131.18

164.04

72.90

15

85.30

124.10

104.70

139.55

174.50

77.55

16

90.42

131.54

110.98

147.92

184.96

82.20

17

95.54

138.98

117.26

156.29

195.42

86.85

18

100.66

146.42

123.54

164.66

205.88

91.50

19

105.78

153.86

129.82

173.03

216.34

96.15

20

110.90

161.30

136.10

181.40

226.80

100.80

21

115.30

167.70

141.50

188.60

235.80

104.80

22

119.70

174.10

146.90

195.80

244.80

108.80

23

124.10

180.50

152.30

203.00

253.80

112.80

24

128.50

186.90

157.70

210.20

262.80

116.80

25

132.90

193.30

163.10

217.40

271.80

120.80

26

137.30

199.70

168.50

224.60

280.80

124.80

27

141.70

206.10

173.90

231.80

289.80

128.80

28

146.10

212.50

179.30

239.00

298.80

132.80

29

150.50

218.90

184.70

246.20

307.80

136.80

30

154.90

225.30

190.10

253.40

316.80

140.80

31

159.30

231.70

195.50

260.60

325.80

144.80

32

163.70

238.10

200.90

267.80

334.80

148.80

33

168.10

244.50

206.30

275.00

343.80

152.80

34

172.50

250.90

211.70

282.20

352.80

156.80

35

176.90

257.30

217.10

289.40

361.80

160.80

36

181.30

263.70

222.50

296.60

370.80

164.80

37

185.70

270.10

227.90

303.80

379.80

168.80

38

190.10

276.50

233.30

311.00

388.80

172.80

39

194.50

282.90

238.70

318.20

397.80

176.80

40

198.90

289.30

244.10

325.40

406.80

180.80

41

202.70

295.30

248.75

331.60

414.56

184.25

42

206.50

301.30

253.40

337.80

422.32

187.70

43

210.30

307.30

258.05

344.00

430.08

191.15

44

214.10

313.30

262.70

350.20

437.84

194.60

45

217.90

319.30

267.35

356.40

445.60

198.05

46

221.70

325.30

272.00

362.60

453.36

201.50

47

225.50

331.30

276.65

368.80

461.12

204.95

48

229.30

337.30

281.30

375.00

468.88

208.40

49

233.10

343.30

285.95

381.20

476.64

211.85

50

236.90

349.30

290.60

387.40

484.40

215.30

51

240.70

355.30

295.25

393.60

492.16

218.75

52

244.50

361.30

299.90

399.80

499.92

222.20

53

248.30

367.30

304.55

406.00

507.68

225.65

54

252.10

373.30

309.20

412.20

515.44

229.10

55

255.90

379.30

313.85

418.40

523.20

232.55

56

259.70

385.30

318.50

424.60

530.96

236.00

57

263.50

391.30

323.15

430.80

538.72

239.45

58

267.30

397.30

327.80

437.00

546.48

242.90

59

271.10

403.30

332.45

443.20

554.24

246.35

60

274.90

409.30

337.10

449.40

562.00

249.80

61

278.70

415.30

341.75

455.60

569.76

253.25

62

282.50

421.30

346.40

461.80

577.52

256.70

63

286.30

427.30

351.05

468.00

585.28

260.15

64

290.10

433.30

355.70

474.20

593.04

263.60

65

293.90

439.30

360.35

480.40

600.80

267.05

66

297.70

445.30

365.00

486.60

608.56

270.50

67

301.50

451.30

369.65

492.80

616.32

273.95

68

305.30

457.30

374.30

499.00

624.08

277.40

69

309.10

463.30

378.95

505.20

631.84

280.85

70

312.90

469.30

383.60

511.40

639.60

284.30

71

316.70

475.30

388.25

517.60

647.36

287.75

72

320.50

481.30

392.90

523.80

655.12

291.20

73

324.30

487.30

397.55

530.00

662.88

294.65

74

328.10

493.30

402.20

536.20

670.64

298.10

75

331.90

499.30

406.85

542.40

678.40

301.55

76

335.70

505.30

411.50

548.60

686.16

305.00

77

339.50

511.30

416.15

554.80

693.92

308.45

78

343.30

517.30

420.80

561.00

701.68

311.90

79

347.10

523.30

425.45

567.20

709.44

315.35

80

350.90

529.30

430.10

573.40

717.20

318.80

81

354.37

534.34

434.35

579.07

724.29

321.95

82

357.84

539.38

438.60

584.74

731.38

325.10

83

361.31

544.42

442.85

590.41

738.47

328.25

84

364.78

549.46

447.10

596.08

745.56

331.40

85

368.25

554.50

451.35

601.75

752.65

334.55

86

371.72

559.54

455.60

607.42

759.74

337.70

87

375.19

564.58

459.85

613.09

766.83

340.85

88

378.66

569.62

464.10

618.76

773.92

344.00

89

382.13

574.66

468.35

624.43

781.01

347.15

90

385.60

579.70

472.60

630.10

788.10

350.30

91

389.07

584.74

476.85

635.77

795.19

353.45

92

392.54

589.78

481.10

641.44

802.28

356.60

93

396.01

594.82

485.35

647.11

809.37

359.75

94

399.48

599.86

489.60

652.78

816.46

362.90

95

402.95

604.90

493.85

658.45

823.55

366.05

96

406.42

609.94

498.10

664.12

830.64

369.20

97

409.89

614.98

502.35

669.79

837.73

372.35

98

413.36

620.02

506.60

675.46

844.82

375.50

99

416.83

625.06

510.85

681.13

851.91

378.65

100
101
102
103
104
105
106
107

420.30
423.77
427.24
430.71
434.18
437.65
441.12
444.59

630.10
635.14
640.18
645.22
650.26
655.30
660.34
665.38

515.10
519.35
523.60
527.85
532.10
536.35
540.60
544.85

686.80
692.47
698.14
703.81
709.48
715.15
720.82
726.49

859.00
866.09
873.18
880.27
887.36
894.45
901.54
908.63

381.80
384.95
388.10
391.25
394.40
397.55
400.70
403.85

108
109
110
111
112
113
114
115
116
117
118
119
120

448.06
451.53
455.00
458.47
461.94
465.41
468.88
472.35
475.82
479.29
482.76
486.23
489.70

670.42
675.46
680.50
685.54
690.58
695.62
700.66
705.70
710.74
715.78
720.82
725.86
730.90

549.10
553.35
557.60
561.85
566.10
570.35
574.60
578.85
583.10
587.35
591.60
595.85
600.10

732.16
737.83
743.50
749.17
754.84
760.51
766.18
771.85
777.52
783.19
788.86
794.53
800.20

915.72
922.81
929.90
936.99
944.08
951.17
958.26
965.35
972.44
979.53
986.62
993.71
1000.80

407.00
410.15
413.30
416.45
419.60
422.75
425.90
429.05
432.20
435.35
438.50
441.65
444.80

ABSTRACT- DATA -2015-16
SL.NO.

DESCRIPTION

PER

RATE

1

CC 1:5:10

CU. M.

2647.57

2

CC 1:4:8

CU. M.

2807.12

3

CC 1:2:4

CU. M.

3903.66

4

CC 1:3:6 WITH 40 MM METAL

CU. M.

3073.03

5

CC 1:3:6 WITH 20 MM METAL

CU. M.

3371.83

6

RR MASONRY WITH IN CM 1:5 MIX

CU. M.

2710.95

7

RR MASONRY WITH IN CM 1:4 MIX

CU. M.

2831.5

8

BW IN CM 1:5 MIX ABOVE FOOTING
CU. M.
UPTO PLINTH LEVEL(ie., FLOOR LVL.)

4028.31

9

BW IN CM 1:5 MIX ABOVE PLINTH LEVEL
UPTO 4.5 M HT.

CU. M.

4064.01

10

R.C.C. 1:2:4 MIX , 20 MM JELLY FROM
FOUNDATION BASE UPTO PLINTH LEVEL
R.C.C. 1:2:4 MIX , 20 MM JELLY FROM
FOUNDATION ABOVE PLINTH LEVEL UPTO
4.5 M HT.

CU. M.

4607.21

CU. M.

4661.21

R.C.C. 1:1.5:3 MIX , 20 MM JELLY FROM
FOUNDATION BASE UPTO PLINTH LEVEL
R.C.C. 1:1.5:3 MIX , 20 MM JELLY FROM
FOUNDATION ABOVE PLINTH LEVEL UPTO
4.5 M HT.

CU. M.

5137.55

CU. M.

5191.55

MT.

#N/A

11
12
13
14

SUPPLY AND FABRICATION OF STEEL

15

CENTRING FOR ROOF SLAB,LINTEL,BEAMS SQ. M.

478.00

16

CENTRING FOR SUNSHADE

SQ. M.

525.80

17

CENTRING FOR COLOUMN , PILLARS

SQ. M.

406.08

18

CENTRING BELOW GL( INCL. PLINTH
BEAMS SIDES)

SQ. M.

239.00

19

TWO LEGGED SCAFFOLDING GL. UP-TO 3.00 M. HT.

SQ. M.

348.25

20

TWO LEGGED SCAFFOLDINGFOR EVERY 2.5 M. HT.

SQ. M.

348.25

FROM

21

Plastering 1:3,10mm TK

SQ. M.

138.10

22

Plastering 1:5,12mm TK

SQ. M.

119.71

23

Plastering 1:5,20mm TK

SQ. M.

238.84

24

Plastering 1:4, 20 MM THK

SQ. M.

246.64

25

Plastering 1:3,

SQ. M.

259.64

26

Plastering 1:3,12 mm TK

SQ. M.

132.94

27

POINTING 1:3 FOR PRES. TILES

SQ. M.

142.80

28

POINTING 1:3 (R.R. Masonry work)

SQ. M.

124.76

29

Granolithic Flooring

SQ. M.

92.43

30

CERAMIC FLOOR FINISH 200 x 200 x 6 MM

SQ. M.

848.57

31

DADOOING WALL TILES (COLOR GLAZED)
15O x 150 x 6 MM

SQ. M.

891.47

32

BRICK JELLY LIME CONCRETE(weathering
course)

CU. M.

2306.89

33

PRESSED TILES WITH NEW PRESSED
TILES

SQ. M.

667.12

34

PRESSED TILES WITH OLD PRESSED TILES SQ. M.
LAYING LABOUR CHARGE ONLY

407.52

35

Roofing with Mangalore tiles

SQ. M.

276.39

36

Tiled roofing with Mangalore tiles over ceiling tile SQ. M.

475.45

37

Removing & readjusting old mangalore tiles

SQ. M.

119.23

38

WHITE WASH

SQ. M.

15.7

39

COLOUR WASHING

SQ. M.

23.55

40

Snowcem

SQ. M.

69.75

41

Distember

SQ. M.

63.1

42

Enamel PAINTING STEEL(new)

SQ. M.

93.6

20mm THK

43

Distemper with primer for old surface -1 Sq.m.

SQ. M.

100.56

44

Distemper with primer for New surface -1 Sq.m. SQ. M.

98.74

45

EXTERIOR Plastic Emulsion with one coat
primer

SQ. M.

140.75

46

PAINTING Black Board (New)

SQ. M.

91.00

47

PAINTING Black Board (old)

SQ. M.

87.80

48

Supply and fixing of hollow MS pipes & painting
two coats etc.,

KG.

77.19

49

US GRAVEL FILLING FOR BUILDING

CU. M.

181.29

50

WELL GRAVEL FILLING FOR BUILDING

CU. M.

153.29

51

Direct Filling with US Gravel

CU. M.

170.85

52

Direct Filling with Well Gravel

CU. M.

142.85

53

River Sand Filling for Basement

CU. M.

541.3

LEAD &COST OF MATERIALS-2015-16
DESCRIPTION

LEAD (km)

Conveyance

cost of materials

total

PLEASE INSERT LEAD HERE

Cement
Steel/MT
Sand for mortor
Sand for filling
Rough
stone(reverment)

10
10
50
50

54.30
54.30
349.30
349.30

4870.00
50925.00
176.40
176.40

4924.30
50979.30
525.70
525.70

Cement/steel
Sand
Metal
Country Brick

10

86.90

328.00

414.90

Pressed Tiles

Rough stone
Bond stone
Country bricks
40 mm metal ISS
25mm metal ISS

10
10
10
10
10

86.90
86.90
73.30
86.90
86.90

379.00
520.00
4725.00
848.00
729.00

465.90
606.90
4798.30
934.90
815.90

12mm metel ISS
10mm metal ISS
10-12mm metal ISS
20mm metal ISS
6mm metal ISS

10
10
10
10
10

86.90
86.90
86.90
86.90
86.90

1095.00
806.00
950.50
1180.00
546.00

1181.90
892.90
1037.40
1266.90
632.90

90mm metal IRC
63mm metal IRC
53mm metal IRC
45mm metal IRC
22.40mm metal IRC

10
10
10
10
10

86.90
86.90
86.90
86.90
86.90

243.00
350.00
645.00
571.00
1211.00

329.90
436.90
731.90
657.90
1297.90

13.2mm metal IRC
11.2mm metal IRC
9.5mm metal IRC
6.7mm metal IRC
6.0 mm metal IRC

10
10
10
10
10

86.90
86.90
86.90
86.90
86.90

1124.00
763.00
640.42
566.00
566.00

1210.90
849.90
727.32
652.90
652.90

5.60 mm metal IRC
4.75 mm metal IRC
9.50 mm to 4.75 mm
metal IRC
2.36 mm metal IRC

10
10

86.90
86.90

566.00
502.00

652.90
588.90

10
10

86.90
86.90

568.08
502.00

654.98
588.90

lime stone
Shell lime
Brick Jelly 20mm
Brick Jelly 40mm
Slaked lime

0
0
10
10
0

0.00
0.00
59.70
59.70
0.00

81.00
1260.00
652.00
586.00
929.00

81.00
1260.00
711.70
645.70
929.00

Pressed tiles
Binding wire/MT
10MM Jelly
Rough
stone(reverment)
bricks class I,II

10

48.85
#N/A
#N/A
86.90
#N/A

10335.00
45.60
806.00
0.00

10383.85
#N/A
#N/A
86.90
#N/A

wood
U S gravel
well gravel
suruki
Mangalore tiles
Mangalore ridge tiles
Ceiling tiles

10

10

#N/A
8.69
8.69
#N/A
97.70

9840.00

#N/A
165.69
137.69
#N/A
9937.70

10
10

97.70
97.70

28220.00
5935.00

28317.70
6032.70

1
1

157.00
129.00

Gravel

10
50
10
10
10
1

DATA - 2015-16
CEMENT MORTOR
CEMENT MORTOR 1:2
720 cement
4924.3
1 sand
525.7
total

3545.50
525.70
4071.20
52.40
4123.60

CEMENT MORTOR 1:5
288 cement
4924.3
1 sand
525.7
total
mixing
including mixing for
masonary works

1418.20
525.70
1943.90
52.40
1996.30

CEMENT MORTOR 1:1.5
960 cement
4924.3
4727.33
1 sand
525.7
525.70
total

5253.03

CEMENT MORTOR 1:3
480 cement
4924.3
1 sand
525.7
total
mixing
including mixing for
masonary works

CEMENT MORTOR 1:6
240 cement
4924.3
1 sand
525.7
total
mixing
including mixing for
masonary works

Lime mortar 1:2
0.5 lime
929
1 sand
525.7
1 Grinding
128
total

2363.66
525.70
2889.36
52.40
2941.76

1181.83
525.70
1707.53
52.40
1759.93

464.50
525.70
128.00
1118.20

CEMENT MORTOR 1:4
360 cement
4924.3
1 sand
525.7
total
mixing
including mixing for
masonary works

CEMENT MORTOR 1:2.5
576 cement
4924.3
1 sand
525.7
total
mixing
including mixing for
masonary works

Filling with sand
1 sand
525.7
1 filling charge
15.6
total

1772.75
525.70
2298.45
52.40
2350.85

2836.40
525.70
3362.10
52.40
3414.50

525.70
15.60
541.30

CC 1:5:10
9
4.5
1.8
17.7
14.1

40mm metal
cm 1:5
mason II
mazdoor I
mazdoor II
sundries
total

934.9
1943.90
404
282
255

FOR 1CM

RCC 1:2:4
8414.10
8747.54
727.20
4991.40
3595.50
0.00
26475.74

2647.57

RCC 1:1.5:3
9
4.5
4308
3.5
21.2
35.3

9
4.5
3231
3.5
21.2
35.3

20mm
sand mortor
cement
masonII
mazdoor I
mazdoor II

sundries
total
FOR 1CM
above
basement

1266.9
525.7
4924.3
404
282
255

FOR 1CM
above
basement

11402.10
2365.65
21213.88
1414.00
5978.40
9001.50

0.1
1.1
1.1
1.1

bricks
CM 1:5
mason I
mason II
mazdoor I
mazdoor II
sundries
total 10cft
for 1c
2.832
above
basement

4798.3
1996.30
451
404
282
255

RR
11402.10
2365.65
15910.41
1414.00
5978.40
9001.50
0.00
46072.06

Rough stone
Bond stone
CM 1:5
mason I
mason II
mazdoor I
mazdoor II
sundries
total
FOR 1CM

54.00
2941.76
451
282
255

0.14
1.1
0.5
1.1

CM 1:5
mason I
mazdoor I
mazdoor II

sundries
total
FOR1CM

465.9
606.9
1996.30
451
404
282
255

4659.00
606.90
6787.41
3202.10
4282.40
3976.20
3595.50
0.00
27109.51
2710.95

4661.21

Plastering 1:5,12mm TK

294.18
496.10
310.20
280.50

0.00
1380.98
138.10

1996.30
451
282
255

sundries
total
FOR1CM

279.48
496.10
141.00
280.50

0.00
1197.08
119.71

5191.55

STEEL
6237.79
1413.38
451.00
1212.00
564.00
1530.00

1 qtl- steel
1 qtl-binding wire
3.5 fitter I
sundries

50979.3
#N/A
392

Granolithic Flooring
5097.93
#N/A
1372.00
0.00
#N/A

total
11408.17
4028.31
35.70

10
1
3.4
7.1
10.6
14.1
14.1

4607.21

CM 1:3
mason I
mazdoor I
mazdoor II

BW 1:5
1300
0.708
1
3
2
6

1266.9
525.7
4924.3
404
282
255

Plastering 1:3,10mm TK

0.00
51375.53
5137.55
54.00

20mm
sand mortor
cement
masonII
mazdoor I
mazdoor II
sundries
total

4064.01

total

9
4.5
1.8
17.7
14.1

10-12mm jelly
CM 1:2
mason II
mazdoor I
mazdoor II
total

#N/A

totalx0.25

1037.4
4071.20
404
282
255

9336.60
18320.38
727.20
4991.40
3595.50
36971.08
92.43

Plastering 1:5,20mm TK
0.22
2.2
0.5
3.2

CM 1:5
mason I
mazdoor I
mazdoor II

1996.30
451
282
255

sundries
total

FOR 1CM

439.19
992.20
141.00
816.00

POINTING 1:3 FOR PRES.
TILES
0.04
2.2
0.5
1.1

CM1:3
mason II
mazdoor I
mazdoor II

shell lime
mason II
mazdoorI
mazdoorII
sundries
total
for1m2
colour wash
for1m2

1260
404
282
255

sundries
total

1427.97

238.84

for 1m2

142.80

20MMmetal
CM 1:2
mason II
mazdoor I
mazdoor II
sundries
for 1CM

1266.9
4071.20
404
282
255

250
0.12
10
1.15
1.1
2.1
2.2
1.1

P.Tiles
10383.85
CM 1:3
2941.76
Pointing CM1:3
142.80
water p. comp.
42.35
mason I
451
mason II
404
mazdoor I
282
mazdoor II
255
sundries
total
for 1m2
Only labour charge without
Pressed Tiles

CC 1:4:8
88.20
646.40
141.00
688.50
5.90
1570.00
15.70
2355.00
23.55

9
4.5
1.8
17.7
14.1

11402.10
18320.38
727.20
4991.40
3595.50
0.00
39036.58
3903.66

3.23
0.5
0.5
0.8

40MMmetal
CM 1:4
mason II
mazdoor I
mazdoor II
sundries

934.9
2298.45
404
282
255

1300
0.708
1
3
2
6

bricks
CM 1:3
mason I
mason II
mazdoor I
mazdoor II
sundries
total 10cft
for 1 cm 2.83

Snowcem
Distember
Painter I
mazdoor I
mazdoor II
sundries
for 1m2

53.10
361.00
282
255

2595.96
353.01
1428.00
48.79
496.10
848.40
620.40
280.50
6671.16
667.12
4075.20
407.52

BW 1:3
8414.10
10343.02
727.20
4991.40
3595.50

28071.22
2807.12

FOR 1CM

CC 1:2:4
9
4.5
1.8
17.7
14.1

117.67
888.80
141.00
280.50

2388.39

WHITE WASH
0.07
1.6
0.5
2.7

2941.76
404
282
255

(top roof) pressed tiles

4798.3
2941.76
451
404
282
255

6237.79
2082.77
451.00
1212.00
564.00
1530.00
12077.56
4264.67

Distember
171.51
180.50
141.00
204.00
0.49
697.50
69.75

1.34
0.5
0.5
0.8

Distember
Painter I
mazdoor I
mazdoor II
sundries
for 1m2

78.50
361.00
282
255

105.19
180.50
141.00
204.00
0.31
631.00
63.10

cc 1:3:6
9
4.5
1.8
17.7
14.1

40 mm metal
934.9
CM 1:3
2889.36
mason II
404
mazdoor I
282
mazdoor II
255
sundries
Total
for 1CM
With CC 1:3:6 20 mm
metal

Plastering 1:4, 20 MM THK
8414.10
13002.14
727.20
4991.40
3595.50
0.00
30730.34
3073.03

0.22
2.2
0.5
3.2

cm 1:4
mason I
mazdoor I
mazdoor II
sundries

2350.85
451
282
255

Total
for 1CM

517.19
992.20
141.00
816.00

2466.39
246.64

Enamel PAINTING STEEL(new)
2.22 Paint
1.1 painter I
sundries

242.55
361.00

538.46
397.10
0.44
936.00

for 1CM

93.60

3371.83

PAINTING Black Board (New)

FLOORING TILES(CERAMIC)

BRICK JELLY LIME CONCRETE(weathering

2.15 paint
1.1 painter I

260 ceramic tiles
0.1 cm1;2

254.1
361.00

546.32
397.10

white cement
with colour
4 pigment

1
3.7
3.3
2.2

sundries
943.42
for 1m2
SAY

94.34
91.00

WALL TILES(DADDOOING)
450 glazed tiles
0.10 cm1:2
white cement
with colour
4.00 pigment
1.10 mason I
4.10 mason II
2.70 Mazdoor I
3.30 Mazdoor II
for 1m2

10.30
4071.20

4635.00
407.12

29.30
451.00
404.00
282.00
255.00

117.20
496.10
1656.40
761.40
841.50
8914.72
891.47

masonI
masonII
mazdoor I
mazdoor II
sundries

4524
407.12

12.8 20mm brick jelly
5 slacked lime

711.7
929.00

9109.76
4645

29.3
451
404
282
255

117.2
451
1494.8
930.6
561

1.8 mason II
17.7 mazdoor I
14.1 mazdoor II
sundries

404.00
282
255

727.2
4991.4
3595.5
0
23068.86

8485.72
848.57

for 1m2

Plastering 1:3,
0.22 cm 1:3
2.2 mason I

0.5 mazdoorI
3.2 mazdoor I I
sundries
1.152 water proof

for 1m2

course)

17.4
4071.20

20mm THK
2941.76
451

647.19
992.20

282
255

141.00
816.00
0.00
0.00
2596.39

0

259.64

2306.89

rough stone dry packing
11 rough stone
3.5 wooder

10.6 mazdoor I
7.1 mazdoor II
sundries

414.90
292

4563.90
1022.00

282
255

2989.20
1810.50
10385.60

for 1m2

1038.56

Roofing with Mangalore tiles
160
0.09
0.5
1.1
2.2

Manglore tiles
lime mortar
mason II
mazdoorI
mazdoor I I
sundries

9937.70
1118.20
404
282
255

1590.03
100.64
202.00
310.20
561.00
0.00

10
250
0.5
1.1

Manglore tiles
ceiling tiles
mason II
mazdoorII

2763.87
6032.7
404
255

sundries

276.39

145.5
361.00

for 1m2
10 Priming coat
2.22 paint

193.52
252.70
446.22

446.22
220.50

446.22
489.51

1.1 painter I
361.00
Brush cleaning etc.,

397.10
5.40
1338.23

0.09
0.5
1.1
2.2

lime mortar
Carpenter I
mazdoorI
mazdoor I I
sundries

1118.20
441
282
255

4754.55
for 1m2

Supply and fixing of hollow MS pipes &
painting two coats etc.,
Red oxide
1.33 primer
0.7 painter I

2763.87
1508.18
202.00
280.50
0.00

2763.87
for 1m2

Removing & readjusting old
mangalore tiles

Tiled roofing with Mangalore tiles
over ceiling tiles

1192.34

475.45

40MMmetal
CM 1:2.5
mason II
mazdoor I
mazdoor II
sundries

FOR 1CM

934.9
3362.10
404
282
255

for 1m2

119.23

EXTERIOR Plastic Emulsion with
one coat primer

CC 1:2.5:5
9
4.5
1.8
17.7
14.1

100.64
220.50
310.20
561.00
0.00

8414.10
15129.44
727.20
4991.40
3595.50

1.4
0.98
2.2
10

Plastic Emulsion
Primer (Liquid)
Painter I class
for Scrapping charge
sundries

32857.64
3285.76

for 1m2 EXI.
SURFACE
NEW SURFACE

315.15
156.75
361
1.82

441.21
153.62
794.20
18.20
0.27
1407.50
140.75
138.90

for 1m2

133.82

Plastering 1:3,12 mm TK
Steel size
4 3"x11/2"
0.225 paint

48.00

192.00

0.14 CM 1:3

POINTING 1:3 (R.R. Masonry work)

2941.76

411.85

0.09 CM1:5

1996.30

179.67

133.82

30.11

1.1 mason I

451

496.10

1.6 mason II

404

646.40

19.25

77.00

0.5 mazdoor I

282

141.00

0.5 mazdoor I

282

141.00

9.65

1.1 mazdoor II

255

280.50

1.1 mazdoor II

255

280.50

4 Labour for fixi
Brush cleaning etc.,

308.76
Rate for 1 Kg 298/4

77.19

water proof
sundries
total
FOR1CM

0
0.00
1329.45
132.94

sundries
total
for 1m2

1247.57
124.76

Distember with one coat
primer

US GRAVEL FILLING FOR BUILDING

One coat of Primer
Scrapping
10 charge
0.98 Pimer(liquid)
0.7 Painter I

1 US Gravel

1.82

18.20

135.00

132.30

361.00

252.70

For 10 Sq.m.

1 filling charge

165.69

165.69

15.6

15.60

total

Direct Filling with US Gravel
1 US Gravel

1 filling charge

181.29

165.69

165.69

5.16

5.16

total

170.85

403.20

MAIN DATA
40.32

403.20

0.98 Distember

10 Priming 1 coat

78.50

76.93

0.5 Painter I

WELL GRAVEL FILLING FOR BUILDING

361.00

180.50

1 Well Gravel

0.5 mazdoor I

282

141.00

1 filling charge

0.8 mazdoor II

255

204.00
total

Direct Filling with Well Gravel

137.69

137.69

1 Well Gravel

15.6

15.60

1 filling charge

153.29

137.69

137.69

5.16

5.16

total

142.85

sundries
1005.63
Distemper with primer for
old surface -1 Sq.m.

100.56

Distemper with primer for
New surface -1 Sq.m.

98.74

Dismantling
1 Brick / Stone masonry in L.M

cum

95.10

2 Brick / Stone masonry in C.M
3 Mangalore tiles without roof timbers

cum
sqm

116.60
8.30

4
5
6
7
8
9
10
11
12

Mangalore tiles over flat tiles without roof timber
-Sqm
AC sheet roof without roof timber
sqm
Door, window incl moral of hinges
sqm
Dismantling P.C.C
cum
Dismantiling RCC
cum
Chipping of concrete
sqm
Pressed tiles & weathering course
sq.m
Pressed tiles only
sq.m
Cleaning & Removing of cement plaster
sq.m.
Dismantling B.W & clearing from site

11.60
7.50
63.00
200.00
3040.00
16.70
19.00
10.70
3.65

Supplying and fixing PVC Rain water down fall pipes
of following dia meter etc., complete.
110mm dia PVC Rain water Pipe
3
1
1
1
2

Cost of 110mm dia
PVC Pipe
110mm dia PVC shoe
110mm dia PVC Bend
CI Gratings
PVC Clamp
1 Plumber I class
Sundries for cement
For 3 Rm
Rate Rs.
Say Rs.

135.5
76.34
122
29.3
11
392

406.50
76.34
122.00
29.30
22.00
392.00
0.37
1048.51
349.50 /1Rm
350.00 /1Rm

Supplying and fixing in position best Indian make White glazed earthern
ware Oriya type Indian Water Closet
Sub Data
9.5
3.8
1.8
17.7
14.1

1
0.6
0.45
0.11
1
1
0.25
1
1
6
400

Brick Jelly Lime Concrete 1:2:5
Brik jelly 40mm
645.7 m3
6134
Lime Mortar 1:2
1118.20 m3
4249
Mason II Class
404 Nos 727.2
Mazdoor I Class
282 Nos 4991
Mazdoor II Class
255 Nos 3596
19697.41
Rate Rs.
19697.41 /1M3
Say Rs.
1969.74 /1M3
Main Data
White glazed Indian type W
1143 Each 1143
110mm dia PVC pipe
220.5 Rm 132.3
Sand for filling
541.30 Cum 244
Brick jelly lime concrete 1:
1969.74 1 Cu
217
Plumber I Class
399 Each 399
Mason I Class
451 Each 451
Plumber II Class
372 Each
93
Mazdoor I Class
282 Each 282
White Cement
23.00 1 Kg
23
Cement
4924.3 MT 29.55
Spun yarn
12.60 1 Kg 5.04
3018
Rate Rs.
3018.1422 /1No
Say Rate R
3018 /1No

m3
m3
Nos
Nos
Nos

Dry Brick work using country bricks 83/4"x41/4"x23/4"
including cost and onveyance of all materials to site
and all labour charges etc complete
4.59 x1000nos
Country bricks
4798.30 22024.20
3.50 nos Mason I class
451.00
1578.50
7.20 nos Mason II class
404.00
2908.80
7.10 nos Mazdoor I class
282.00
2002.20
14.10 nos Mazdoor II class
255.00
3595.50
32109.20
3210.92

RATE @RS 3210.92 /cum
Nos
Rm
Cum
Cum
Nos
Nos
Nos
Nos
kgs
kgs
gms

S.no Itm.No
155

20

156

21

a
b

Schedule of rates 12-13
Description
Unit
Labour wrought & put
For Windows &
Ventilators
Sq.m.
Labour wrought & put
Single leaf shutter
Sq.m.
Double leaf Shutter
Sq.m.

Appr. Rates

118.90
88.20
136.60

0.3
0.3
0.6
2
2
10
2
0.5

1
0.6
0.5
0.5
0.1
1
0.5
1
6
400

4
4

Europeon Water Closet with all fittings and 10lit capacity flusing tank
Sub data for PVC flushing tank
Plumber I Class
392.00 Each
117.60
Mason II Class
404.00 Each
121.20
Mazdoor I Class
282.00 Each
169.20
Teak wood plugs
1.25 Each
2.50
Brass screws
2.40 Each
4.80
Shellac
15.75 100/Grm
157.50
White cement
23.00 Each
46.00
Thread ball
3.15 Each
1.58
620.38
Main Data
Europeon Water Closet
with all fittings
3300.00 Each
3300.00
110mm dia PVC pipe
220.50 Rm
132.30
Plumber I Class
254.60 Each
127.30
Mason II Class
404.00 Each
202.00
Plumber II Class
364.00 Each
36.40
Mazdoor I Class
282.00 Each
282.00
Mazdoor II Class
255.00 Each
127.50
White Cement
Cement
Spun yarn

(Ornamental) pressed tiles
460
0.12
10
1.152
1.1
2.1
2.2
1.1

5175.00
353.01
1428.00
48.79
496.10
848.40
620.40
280.50
9250.20
925.02

Supplying and fixing PVC Rain water down fall pipes
of following dia meter etc., complete.
75 mm dia PVC Rain water Pipe
Cost of 75 mm dia
3 PVC Pipe
66.5
199.50
1 75 mm dia PVC shoe
77
77.00
1 75 mm dia PVC Bend
85
85.00

23.00
29.55
5.04

Teak wood
plug
50x50x
100mm
6.30 1 No.
Brass
screws
4.80 Each
Add labour for fixing flush tank

25.20

1

19.20
620.38
4929.86

2

4929.86 /1No
4930.00 /1No

11250.00
2941.76
142.80
42.35
451
404
282
255

for 1m2

23.00 Each
4924.30 1 MT
12.60 1Kg

Rate Rs.
Say Rate Rs.

P.Tiles
CM 1:3
Pointing CM1:3
water p. comp.
mason I
mason II
mazdoor I
mazdoor II
sundries
total

CI Gratings
PVC Clamp
1 Plumber I class
Sundries for cement
For 3 Rm
Rate Rs.
Say Rs.

29.3

29.30

9
392

18.00
392.00
0.37
801.17

267.06 /1Rm
267.00 /1Rm

Roofing with AC corrugated
sheet 6mm thk with "J' bolts
and Bitumen washer etc.,

###
2.20
1.10
3.20

###

###

AC sheets
6mm thick
class
Carpenter I
class
Mazdoor I
class
Adj. J bolt
with nuts
6mm dia.
Bitumen
washer 15
mm dia.
Sundries for
white lead

Roofing with Cooland Colour
sheet 3 mm thk with "J' bolts
and Bitumen washer etc.,

187.65
372.00

2064.15
818.40

###
2.20

441.00

485.10

1.10

282.00

902.40

3.20

3.60

72.00

###

1.20

24.00

###

GI Coloured
sheets 3
mm thick
Fitter II class
Carpenter I
class
Mazdoor I
class
Adj. J bolt
with nuts
6mm dia.
Bitumen
washer 15
mm dia.
Sundries for
white lead

4366.05
for 1m2

436.61

PAINTING Black Board (old)
1.82 paint
1.1 painter I
10 scrapping

sundries

254.1
361.00
1.82

462.46
397.10
18.20

4180.00
818.40

441.00

485.10

3.4 CM 1:4

282.00

902.40

3.60

1.20

465.9
606.9

4659.00
606.90

2350.85

7992.88

7.1 mason I

451

3202.10

72.00

10.6 mason II

404

4282.40

24.00

14.1 mazdoor I

282

3976.20

14.1 mazdoor II
sundries
total
FOR 1CM

255

3595.50
0.00
28314.98
2831.50

648.19

10 Rough stone
1 Bond stone

Enamel PAINTING STEEL(old)
1.82 Paint
1.1 painter I
10 Scrapping

242.55
361.00
1.7

441.44
397.10
17.00
855.54

0.24
878.00

for 1m2

380.00
372.00

6481.90
for 1m2

R R IN CM 1:4 mix.

87.80

for 1CM

85.55

Enamel PAINTING Wooden
(New)
MAIN DATA
2.55 Paint
1.2 painter I

for EXI surface

254.1

647.96

361.00

433.20

1081.16
108.12

Enamel PAINTING Wooden (old)
MAIN DATA
2.15 Paint
1.2 painter I
10 Scrapping charge
SUNDRIES

for EXI surface

254.1

546.32

361.00
1.7

433.20
17.00
0.78
997.30
99.73

DATA - 2015-16
Providing two legged scaffolding using 15 cm diameter blue-gum posts or casuarine posts or best
quality bamboo posts of 4m overall length (3m height + 0.5m projection + 0.5m into the ground )
the distance between the two rows being 1.25 m. and the spacing of posts being 2m. in both the
rows with two horizontal posts with 0.5m. overlap on either side and braces at 2m c/c. including
longitudinal and transverse middle braces to step up and providing a platform with country wood
planks 40 mm. thick and 1m. width, etc in a complete form using coir and nails 1m. run.

Such as RCC slabs, rectangular beam, Tee or L beam , etc.,

Schedule item (no. 153)
Rate for 6m run

70

m.
15 cm. diameter posts (blue-gum
run
posts or casuarine or bomboo posts)

0.3 Cu.m.

Country wood planks
Total cost of materials

33.50

1m run

2345.00

39900.00 1 Cu.m.

11970.00

A =

14315.00

B=

1431.50

Materials can be used for 10 Times
Cost per operation - A/10
Detailed data-

1 time
2 Nos

Cost of materials for one operation- B =

Masdoor Class 1

1431.50 1 time
282.00 Each

Coir, nails, etc.,

Total for 6 m. run
For 1 m. Run.

= C/6

Rate for Scaffolding for
Height of 3m. And Length of
1 m.

1431.50
564.00
94.00

C=

2089.50

D=

348.25

D=

348.25

For Every additional height of 2.5 m .Taking 6m. Run.

70

Extra Materials requiredm.
run Vertical Post

0.3 Cu.m. Country wood Planks
Total cost of materials

33.50

1m run

2345.00

39900.00 1 Cu.m.

11970.00

E=

14315.00

F=

1431.50

Materials can be used for 10 Times
Cost per operation - E/10
Detailed data-

1 time
2 Nos

Cost of materials for one operation- F =

Masdoor Class 1

1431.50 1 time
282.00 Each

Coir, nails, etc.,

Total for 6 m. run
For 1 m. Run.

= G/6

Rate for Scaffolding for
Height of 2.5 m. And Length
of 1 m.

1431.50
564.00
94.00

G=

2089.50

H=

348.25

H=

348.25

DATA - 2015-16

Supply and erecting centering for sides and soffits including support and strutting up to 3.29m high for plane surface such as
using mild steel sheets of size 90X40cm and BG for stiffened with welded mild steel angle of size 25x25x3mm for boarding
laid over silver oak (country wood) joists of size 10x6.50cm spaced at about 90 centre to centre and supported by casaurina
props of 10-13cm dia spaced at 75cm c/c etc. complete.
Such as RCC slabs, rectangular beam, Tee or L beam , etc.,
Sub Data
Weight of MS sheet
Weight of MS angle
13.46 Kg
4 Kg

90x10
25X25X3mm

Cost of MS sheet 10mm
Cost of MS angle of size 25x25x3m

Gauge

43 Kg
43 Kg

13.46
4.00
578.78
172.00

Add for cutting, bending & welding
charges etc.,
LS

29.08
779.86
Sub Data

Cost of MS sheets and angles and silver oak and casaurina
19 Nos
0.12 cum
98.5 RM

Cost of MS sheet and MS angles

779.86 Each

Silver oak (CW) joists of size 10X6
Casaurina props 10-13 cm dia

15800
25.5

14817.34
1896.00
2511.75
4407.75

Adopting 40 uses for steel sheets and angles and 5 use of silver oad
1/40 Use
1/5 Use

1
2
LS
3.8
5.4
1
LS
LS

Uss
Uss
Nos
Nos
No

Cost of steel angle
Cost of Silver oak

14817.34 Use
4407.75 Use

Main Data
Cost of MS sheet and angle
370.43 Use
Cost of silver oad joists of size 10
881.55 Use
Add for silver oak props
Carpenter I class
441
Mazdoor I class
282
Mazdoor II nd class
255
Add for periodical cleaning and painting silver oad props
Add for welding and Nails, etc

370.43
881.55
1251.98

370.4335
881.55
1675.8
1522.8
255
45
29
4780

Rate for 1 sqm
(i)

(ii)

478.00

Rate for Roof Slab , Lintel, Beam
For Ghat

616.14
616.14

Rate for Sunshade
Add 10% Above Rate

478.00
47.8

525.80

Rate for 1 sqm

(iii)
98.5 RM
0.3 Nos
0.3 Nos

Rate For Column (Post)
Casaurina props 10-13 cm dia

25.5 2511.75/5

Carpenter I class
Masdoor I class

441 Nos
282 Nos
4780.00

-

719.25

Centring Below Ground Level
50% of the above rate

132.30
84.60
719.25
4060.75

406.08

Rate for 1 sqm

(iv)

502.35

478/2

239.00

239.00
Rate for 1 sqm

567

DATA - 201

Centring for OHT - Cu

Plain Surface (Ste
Sl. No.

Description of Height
Basic Rate

1

Up to 3.3 m

478.00

2

3.3 to 4.3 m

478.00

3

4.3 to 5.3 m

478.00

4

5.3 to 6.3 m

478.00

5

6.3 to 7.3 m

478.00

6

7.3 to 8.3 m

478.00

7

8.3 to 9.3 m

478.00

8

10.3 to 11.3 m

478.00

9

12.3 to 13.3 m

478.00

10

13.3 to 14.3 m

478.00

11

14.3 to 15.3 m

478.00
478.00

478.00
478.00

DATA - 2015-16

ntring for OHT - Curved surfaces
Plain Surface (Steel)

Curved Surface

Add for
strutting

Total

Up to 1 LL Above 1 LL
ST
SR

0.00

478.00

717.00

803.13

573.60

23.98

501.98

740.98

843.42

597.58

47.96

525.96

764.96

883.71

621.56

71.94

549.94

788.94

924.00

645.54

Square
Column

95.92

573.92

812.92

964.29

669.52

119.90

597.90

836.90

1004.58

693.50

143.88

621.88

860.88

1044.87

717.48

167.86

645.86

884.86

1085.16

741.46

191.84

669.84

908.84

1125.45

765.44

215.82

693.82

932.82

1165.74

789.42

239.80

717.80

956.80

1206.03

813.40

263.78

741.78

980.78

1246.32

837.38

287.76

765.76

1004.76

1286.61

861.36

311.74

789.74

1028.74

1326.91

885.34

Round
Column
1147.20
1219.14
1291.08
1363.02

1434.96
1506.90
1578.84
1650.78
1722.72
1794.66
1866.60
1938.54

2010.48
2082.42

R .C.C. 1:1.5: 3
Sl. No:
1
2
3
4
5

For Various Height
Upto 1.59 m below GL
From 1.59 m to 4.50 m
below GL
From GL to 4.50 m
Above GL
From 4.50 m to 9.00 m
Above GL
From 9.00 m to 13.50 m
Above GL

Rate
5137.55
5137.55
5137.55
5137.55
5137.55

6

From 13.50 m to 17.00
m Above GL

5137.55

C.C. 1:4:8
Sl. No:
1
2
3
4

For Various Height
Upto 1.59 m below GL
From 1.59 m to 4.50 m
below GL
From GL to 4.50 m
above GL
From 4.5 m to 9.00 m
below GL

Rate
2807.12
2807.12
2807.12
2807.12

5
6

From 9.00 m to 13.50
m Above GL
From 13.50 m to 17.00
m Above GL

2807.12
2807.12

:3
Vibration Lifting
Charges Charges

Total

42.60

0

5180.15

42.60

53.50

5233.65

42.60

54.00

5234.15

42.60

161.00

5341.15

42.60

268.00

5448.15

42.60

375.00

5555.15

Rate

Lifting
Charges

Total

2807.12

0

2807.12

2807.12

53.50

2860.62

2807.12

54.00

2861.12

2807.12

161.00

2968.12

2807.12

268.00

3075.12

2807.12

375.00

3182.12

56]

Supplying and paving the floor with plain marbonite tiles
approved quality of size 600x600x10mm
10 M2

Marbonite tiles
600x600x8mm

1039.00

1M2

10390.00

0.21 M3

Cement Mortar 1:3

2889.36

1M3

606.77

4 Kg
1.2 Nos
1 Nos
0.5 Nos
1 Nos
1 Nos
0.5 Kg

Colour cement
Mason I class
Mason II class
Stone cutter I class
Mazdoor I class
Mazdoor II class
Cotton waste

29.30
451.00
404.00
347.00
282.00
255.00
9.20

1Kg
Each
Each
Each
Each
Each
1 Kg

117.20
541.20
404.00
173.50
282.00
255.00
4.60
12774.27

Rate Rs.

1277.43

/M2

Say Rate Rs.

1277.40

/M2

39]

Dadooing with Eurocon Tiles in CM 1:2, 10mm thick
10 M2

Cost of tiles (10.764 x
10)

584.00

1M2

5840.00

0.1 M3

Cement Mortar 1:2

4071.20

M3

407.12

4 Kg
1 Nos
3.7 Nos
3.3 Nos
2.2 Nos
Ls

White cement
Mason I class
Mason II class
Mazdoor I class
Mazdoor II class
Cutting charges

25.30
451.00
404.00
282.00
255.00

Kg
Each
Each
Each
Each

101.20
451.00
1494.80
930.60
561.00
9.96
9795.68

Rate Rs.

979.57

/M2

Say Rate Rs.

979.60

/M2

57]

Paving the floor with Granite slab 20mm thick in floors in
CM 1:3, 20mm thick Granite slab (Jet black ) 20mm thick
4'x2'and above size over existing RCC precast work table
10 M2

Granite Slab 20mm
thick

1815.00

1M2

18150.00

0.12 M3

Cement Mortar 1:3

2889.36

M3

346.72

Mason I class
Mason II class
Mazdoor I class
Mazdoor II class
Cement slurry
Colour cement
Nosing for
edges.55.00x10.00=550

451.00
404.00
282.00
255.00

Each
Each
Each
Each
LS
1Kg
LS

496.10
1090.80
761.40
841.50
40.10
117.20
550.00

Rate Rs.

2239.38

/M

Say Rate Rs.

2239.40

/M2

1.1 Nos
2.7 Nos
2.7 Nos
3.3 Nos
LS
4 Kg
lS

29.30

22393.82

58]

2

Paving the floor with Granite slab 20mm thick in floors in
CM 1:3, 20mm thick Granite slab (Jet Black) 20mm thick
for flooring.
10 M2

Granite Slab 20mm
thick

1815.00

1M2

18150.00

0.21 M3

Cement Mortar 1:3

2889.36

M3

606.77

451.00
404.00
282.00
255.00
29.30

Each
Each
Each
Each
LS
1Kg

496.10
1090.80
761.40
841.50
39.93
117.20
22103.70

Rate Rs.

2210.37

/M2

Say Rate Rs.

2210.40

/M2

1.1 Nos
2.7 Nos
2.7 Nos
3.3 Nos
LS
4 Kg

Mason I class
Mason II class
Mazdoor I class
Mazdoor II class
Cement slurry
Colour cement

36]

Dadooing pre polished Jet black Granite tiles of size
600x300x10mm of best quality and free from any defect,
approved quality colour set in CM 1:2
10 M2

Cost of Granite tiles

902.00

M2

9020.00

0.1 M3

Cement Mortar 1:2

4071.20

M3

407.12

4 Kg
1 Nos
3.7 Nos
3.3 Nos
2.2 Nos
Ls

Colour cement
Mason I class
Mason II class
Mazdoor I class
Mazdoor II class
Cutting charges

29.30
451.00
404.00
282.00
255.00

1 Kg
Each
Each
Each
Each

117.20
451.00
1494.80
930.60
561.00
9.96
12991.68

1299.17

/M2

Rate Rs.

MAIN DATA
SL.
NO.

1

QUANTITY

DESCRIPTION

RATE

PER

AMOUNT

Earthwork excavation in all clauses of soils and depositing on bank with
initial lead and lift for foundation as per ss20B
Rate for 1m3
50.60
m3
50.60
Filling the Carted revier sand including cost and conveyance and filling
charges etc., as per std. Specification for 1m3

2

1.00 m3

Cost of filling sand

1.00 m3

Labour charges for filling
Rate for 1m3

525.70

m3

525.70

15.60

m3

15.60
541.30

Colletion & Supply of Well Gravel including cost and conveyance and filling
charges etc., as per std. Specification for 1m3
3

1.00 m3

Cost of Well Gravel

1.00 m3

Labour charges for filling
Rate for 1m3

137.69

m3

137.69

5.16

m3

5.16
142.85

4

Suopply & Laying interlocking Paver Blocks of 80cm thick of require shaoe in CC 1:1:2
using 10-12mm HBG metal including cost of shuttering laying vibrating (with
mechanical Vibrating) finishing curing and includers for hydraulic pressed machine
and the Cost including tansporting charges etc.. Complete complying standard
specification
Snd Data 1
CEMENT MORTAR 1:1 MIX - 1M3
1440.00 Kg
Cost of Cement
1.00 m3
Cost of Sand

4924.30 Mt
525.70

FOR CONCRETE WORKS - 1m3

7090.992
525.70
7616.69

Sub Data :2
CC1:1:2 using 10-12mm HBG metal including all labour charges etc..
10.00 m3
Cost of 10mm HBG Metal
892.90
12.00 m3

Cost of 12mm HBG Metal
Total rate
10mm - 12mm HBG Metal avarage

9.00
4.50
1.80
17.70
14.10

m3
m3
No's
No's
No's

10mm - 12mm HBG Metal avarage
Cost of 1:1 Mix
Masion II Class
Mazdoor I Class
Mazdoor II Class
Total for 10 m3
Rate for 1m3

1181.90
2074.80
1037.40

1037.40
7616.69
404.00
282.00
255.00

m3
m3
No's
No's
No's

9336.60
34275.11
727.20
4991.40
3595.50
52925.81
5292.58

Area of Paver Block 0.028 cum
Volume of Concrete 0.028x0.08 = 0.0022 cum
Sub Data :3
0.0022 m3
1.00
L.S
1.00
L.S
1.00
L.S

CC 1:1:2
Qurry rubbish, Colour Pigments
Mould base Plate
Compactness with power Machine
Rate of Cum
Amount of Paver Bolck Per Sqm

Main Data
10.00 Sqm CC 1:1:2
1 No's Masion II Class
1 No's Mazdoor I Class
1.5 No's Mazdoor II Class
1 10SqmCompactness with Ramming by Vibra
Total for 10M2

5292.58
4.40
4.60
4.60

M3
M3
E
E

25.24
0.028

901.43
404.00
282.00
255.00
21.80

11.64
4.40
4.60
4.60
25.24
901.43

M3
No's
No's
No's

9014.30
404.00
282.00
382.50
21.80
10104.60

PAVOUR BLOCK FOR Rate for 1M2 1010.46

5

Constrution of Granular Sub Base By Providing with graded materials of size
9.5mm to 4.75mm metal in 66% & 2.36mm in 34% including spreading in uniform
layaers with motor grade on propared surface , mixing by mix in place method with
rotavator at OMC and Compacting with three wheler 80-100 KN static roller Capacity
to acheive the desired density etc.. complete as Technical specification clause 402
Grading C (out Put 300cum)
Sub Data :1
Labour charges
0.48 No
Mate
2.00 No
10.00 No

300.00 day

144.00

Mazdoor (skilled )

291.00 day

582.00

Mazdoor (un skilled )

260.00 day

2600.00
3326.00

Sub Data :2
Machinery charges
12.00
30.00
5.00
12.00

No
No
No
No

Tractor with Grader with 25 cm /hour
Three wheel 80-100 static roller at 10cm/hour

Water tanker 6kl Capacity
Tractor with Rotavator with 25cm/ho

363.00
460.00
386.00
363.00

Hour
Hour
Hour
Hour

654.98
588.90
120.00
3326.00
24442.00

Cum
Cum
Lit
Day
Day

4356.00
13800.00
1930.00
4356.00
24442.00

Main Data
237.60
122.40
30.00
1.00
1.00

Cum
Cum
Lit
Day
Day

Cost of 9.5mm to 4.50mm metal (66
Cost of 2.36mm metal (34%)
Water
Labour charges
Machinery charges
Total for 300Cum

GSB GRADE III for 1 cum

155623.25
72081.36
3600.00
3326.00
24442.00
259072.61

863.58

Open Well Earth Work Rate - BLACK
COTTON SOIL, HARD RED EARTH,
SHALES ,MURRAM, GRAVEL, STONEY
EARTH AND EARTH MIXED WITH SMALL
SIZE BOULDERS
SL . No.

Depth

Co-efficient Ew Rate

Per

Rate

1

1

1

50.60

m3

50.60

2

1

1

50.60

m3

50.60

3

2

2

50.60

m3

101.20

4

3

3

50.60

m3

151.80

5

4

4

50.60

m3

202.40

6

5

5

50.60

m3

253.00

7

6

6

50.60

m3

303.60

8

7

8

50.60

m3

404.80

9

8

10

50.60

m3

506.00

10

9

12

50.60

m3

607.20

11

10

14

50.60

m3

708.40

12

11

16

50.60

m3

809.60

13

12

18

50.60

m3

910.80

14

13

20

50.60

m3

1012.00

15

14

22

50.60

m3

1113.20

16

15

24

50.60

m3

1214.40

17

16

26

50.60

m3

1315.60

18

17

28

50.60

m3

1416.80

Depth from Depth to

0

2

2

4

4

6

6

8

8

10

10

12

12

14

14

16

16

18

18

20

20

22

22

24

24

26

26

28

28

30

30

32

32

34

Open Well Earth Work Rate -SOFT DISINTEGRATED ROCK, LATERITR,
SOFT ROCK OR KANKAR - (NOT REQUIRING BLASTING)
SL . No.

Depth

Co-efficient Ew Rate

Per

Rate

1

1

1

75.30

m3

75.30

2

1

1

75.30

m3

75.30

3

2

2

75.30

m3

150.60

4

3

3

75.30

m3

225.90

5

4

4

75.30

m3

301.20

6

5

5

75.30

m3

376.50

7

6

6

75.30

m3

451.80

8

7

8

75.30

m3

602.40

9

8

10

75.30

m3

753.00

10

9

12

75.30

m3

903.60

11

10

14

75.30

m3

1054.20

12

11

16

75.30

m3

1204.80

13

12

18

75.30

m3

1355.40

14

13

20

75.30

m3

1506.00

15

14

22

75.30

m3

1656.60

16

15

24

75.30

m3

1807.20

17

16

26

75.30

m3

1957.80

18

17

28

75.30

m3

2108.40

Depth from Depth to

0

2

2

4

4

6

6

8

8

10

10

12

12

14

14

16

16

18

18

20

20

22

22

24

24

26

26

28

28

30

30

32

32

34

Open Well Earth Work Rate -MR & MDR - (NOT REQUIRING BLASTING)
SL . No.

Depth

Co-efficient Ew Rate

Per

Rate

1

1

1

132.00

m3

132.00

2

1

1

132.00

m3

132.00

3

2

2

132.00

m3

264.00

4

3

3

132.00

m3

396.00

5

4

4

132.00

m3

528.00

6

5

5

132.00

m3

660.00

7

6

6

132.00

m3

792.00

8

7

8

132.00

m3

1056.00

9

8

10

132.00

m3

1320.00

10

9

12

132.00

m3

1584.00

11

10

14

132.00

m3

1848.00

12

11

16

132.00

m3

2112.00

13

12

18

132.00

m3

2376.00

14

13

20

132.00

m3

2640.00

15

14

22

132.00

m3

2904.00

15

14

24

132.00

m3

3168.00

15

14

26

132.00

m3

3432.00

15

14

22

132.00

m3

2904.00

Depth from Depth to

0

2

2

4

4

6

6

8

8

10

10

12

12

14

14

16

16

18

18

20

20

22

22

24

24

26

26

28

28

30

30

32

32

34

Open Well Earth Work Rate -MR & MDR -REQUIRING BLASTING
SL . No.

Depth

Co-efficient Ew Rate

Per

Rate

1

1

1

189.00

m3

189.00

2

1

1

189.00

m3

189.00

3

2

2

189.00

m3

378.00

4

3

3

189.00

m3

567.00

5

4

4

189.00

m3

756.00

6

5

5

189.00

m3

945.00

7

6

6

189.00

m3

1134.00

8

7

8

189.00

m3

1512.00

9

8

10

189.00

m3

1890.00

10

9

12

189.00

m3

2268.00

11

10

14

189.00

m3

2646.00

12

11

16

189.00

m3

3024.00

13

12

18

189.00

m3

3402.00

14

13

20

189.00

m3

3780.00

15

14

22

189.00

m3

4158.00

15

14

24

189.00

m3

4536.00

15

14

26

189.00

m3

4914.00

15

14

22

189.00

m3

4158.00

Depth from Depth to

0

2

2

4

4

6

6

8

8

10

10

12

12

14

14

16

16

18

18

20

20

22

22

24

24

26

26

28

28

30

30

32

32

34

Open Well Earth Work Rate -HARD GRANITE -REQUIRING BLASTING AND
STACKING
SL . No.

Depth

Co-efficient Ew Rate

Per

Rate

1

1

1

367.00

m3

367.00

2

1

1

367.00

m3

367.00

3

2

2

367.00

m3

734.00

4

3

3

367.00

m3

1101.00

5

4

4

367.00

m3

1468.00

6

5

5

367.00

m3

1835.00

7

6

6

367.00

m3

2202.00

8

7

8

367.00

m3

2936.00

9

8

10

367.00

m3

3670.00

10

9

12

367.00

m3

4404.00

11

10

14

367.00

m3

5138.00

12

11

16

367.00

m3

5872.00

13

12

18

367.00

m3

6606.00

14

13

20

367.00

m3

7340.00

15

14

22

367.00

m3

8074.00

16

15

24

367.00

m3

8808.00

17

16

26

367.00

m3

9542.00

18

17

28

367.00

m3

10276.00

Depth from Depth to

0

2

2

4

4

6

6

8

8

10

10

12

12

14

14

16

16

18

18

20

20

22

22

24

24

26

26

28

28

30

30

32

32

34