Quantity of Materials



3A . QUANTITY OF MATERIALS REQUIRED FOR OTHER THAN DESIGN MIX CONCRETE ITEMS

CHART FOR CONSUMPTION OF MATERIALS

Consumption of different materials of construction in the corresponding contract items of work shall be computed on the basis of the quantities shown in this table subject to a variation of plus/minus 5 (Five) per cent. For steel reinforcement, the variation may be permitted upto ±10%

N.B. : The statement is based on the following assumptions :

(i) That dry sand with necessary allowance for bulking is used and (ii) that the size of

bricks used shall be 248 ×120× 70 mm or 9¾?×4¾"×2¾" for conventional bricks and (190 ×90 × 90 mm) for modular bricks.

Sl.No.

Description of Items

Unit

Name of Materials required

Quantity of Materials required

   

1.

10 mm Cement plaster      1:2

% Sq.m

1. Cement

2. Sand

0.54

1.08

Cum

Cum.

   

2.

-Do-                          1:3

% Sq.m

1. Cement

2. Sand

0.40

1.20

Cum.

Cum.

   

3.

-Do-                          1:4

% Sq.m

1. Cement

2. Sand

0.30

1.20

Cum.

Cum.

   

4.

-Do-                        1:6

% Sq.m

1. Cement

2. Sand

0.20

1.20

Cum

Cum

   

5.

15 mm Cement Plaster  1:2

% Sqm

1. Cement

2. Sand

0.80

1.60

Cum

Cum

   

6.

-Do-                            1:3

% Sq.m

1. Cement

2. Sand

0.60

1.80

Cum

Cum

   

7.

- Do –                         1:4

% Sqm

1. Cement

2. Sand

0.46

1.84

Cum

Cum

   

8.

Do-                           1:6

% sq.m.

1. Cement

2. Sand

0.30

1.80

Cum

Cum

   

9.

20 mm Cement plaster

% Sq.m

1. Cement

2. Sand

0.80

2.40

Cum

Cum

   

10.

- Do –                   1:4

% sq.m.

1. Cement

2. Sand

0.60

2.40

Cum

Cum

   

11.

-Do –                    1:6

% Sq.m

1. Cement

2. Sand

0.40

2.40

Cum

Cum

   

12

25 mm Cement Plaster

% Sqm

1. Cement

2. Sand

0.884

2.65

Cum

Cum

   

13.

-Do-                    1:4

% Sqm

1. Cement

2. Sand

0.71

2.84

Cum

Cum

   

14.

25 mm. cement plaster

1:6

% Sqm

1. Cement

2. Sand

0.472

2.84

Cum

Cum

 

 

15.

Cement flush / rule/ tuck pointing

1:3

% Sqm

1. Cement

2. Sand

0.119

0.357

Cum

Cum

 

 

16.

-Do-

1:4

Cum

1. Brick

2. Cement

0.091

0.366

Cum

Cum

 

17

Brick work in Cement mortar

1:2

Cum

1. Brick

2. Cement

3. Sand

389

0.15

0.30

Nos

Cum

Cum

 

18.

-Do-

1:3

Cum

1. Brick

2. Cement

3. Sand

389

0.107

0.33

No.s

Cum

Cum

 

19.

-Do

1:4

Cum

1. Brick

2. Cement

3. Sand

389

0.083

0.33

Nos

Cum

Cum

 

20.

-Do-

1:5

Cum

1. Brick

2. Cement

3. Sand

389

0.066

0.33

Nos

Cum

Cum

 

21.

-Do-

1:6

Cum

1. Brick

2. Cement

3. Sand

389

0.055

0.33

Nos

Cum

Cum

 

22.

Brick Work in Composite mortar

1:1:6

Cum

1. Brick

2. Cement

3. Lime

4. Sand

389

0.0535

0.0535

0.33

Nos

Cum

Cum

Cum

 

23.

Brick work in composite mortar

1:2:9

Cum

1. Brick

2. Cement

3. Lime

4. Sand

389

0.035

0.071

0.33

Nos

Cum

Cum

Cum

 

24.

Brick work in cement mortar with modular/ fly ash brick

1:4

Cum

1. Brick

2. Cement

3. Sand

500

0.0805

0.322

Nos

Cum

Cum

 

25.

- Do -

1:6

Cum

1. Brick

2. Cement

3. Sand

500

0.0537

0.322

Nos

Cum

Cum

 

26.

12.5 cm thick Brick work

1:3

% Sqm

1. Brick

2. Cement

3. Sand

4951

1.22

3.66

Nos

Cum

Cum

 

27.

12.5 cm. thick Brick work

1:4

% Sqm

1.Brick

2. Cement

3. Sand

4951

0.914

3.66

Nos

Cum.

Cum

 

28.

100 mm. thick brick work with modular / fly ash brick

1:4

% Sqm

1. Brick

2. Cement

3. Sand

5065

0.73

2.90

Nos

Cum

Cum

 

29.

75 mm thick brick work

1:3

% Sqm

1. Brick

2. Cement

3. Sand

3014

0.762

2.286

Nos

Cum

Cum

 

30.

75 mm thick brick work

1:4

% Sqm

1. Brick

2. Cement

3. Sand

3014

0.572

2.286

Nos

Cum

Cum

 

31.

Cement concrete with jhama chips

1:2;4

Cum

1. Jhama Chips( 6 to 19 mm)

2. Sand

3. Cement

0.90

 

0.45

0.225

Cum

 

Cum

Cum

 

32.

Cement concrete with jhama chips

1:21/2 :5

Cum

1. Jhama Chips( 6 to 19 mm)

2. Sand

3. Cement

0.93

 

0.465

0.186

Cum

 

Cum

Cum

 

33.

Cement concrete with jhama chips

1:3:6

Cum

1. Jhama Chips( 6 to 19 mm)

2. Sand

3. Cement

0.93

 

0.48

0.16

Cum

 

Cum

Cum

 

34.

-Do-

1:4:8

Cum

1. Jhama Chips( 6 to 19 mm)

2. Sand

3. Cement

0.98

 

0.49

0.122

Cum

 

Cum

Cum

 

35.

Cement concrete with stone chips

1:2;4

Cum

1. Stone chips ( 6 to 20 mm)

2. Sand

3. Cement

0.88

 

0.44

0.22

Cum

 

Cum

Cum

 

36.

-Do-

1:21/2 :5

Cum

1. Stone chips ( 6 to 20 mm)

2. Sand

3. Cement

0.86

 

0.43

0.286

Cum

 

Cum

Cum

 

37.

- Do -

1:21/2 :3

Cum

1. Stone chips ( 6 to 20 mm)

2. Sand

3. Cement

0.92

 

0.46

0.18

Cum

 

Cum

Cum

38.

-Do-

1:3:6

Cum

1. Stone chips ( 6 to 20 mm)

2. Sand

3. Cement

0.94

 

0.47

0.156

Cum

 

Cum

Cum

39.

-Do-

1:4:8

Cum

1. Stone chips ( 6 to 20 mm)

2. Sand

3. Cement

0.96

 

0.48

0.12

Cum

 

Cum

Cum

40.

25 mm artificial stone floor with jhama chips(which includes 3mm thick neat cement finish)(cement in the consumption chart is exclusive of cement  required for slurry purpose)

1:2:4

% Sqm

1. Jhama Chips( 5 to 12 mm)

2. Sand

3. Cement

2.268

 

 

1.140

0.872

Cum

 

 

Cum

Cum

41.

20 mm artificial stone floor with jhama chips(which includes 3mm thick neat cement finish)(cement in the consumption chart is exclusive of cement required for slurry purpose)

1:2:4

% Sqm

1. Jhama Chips( 5 to 12 mm)

2. Sand

3. Cement

1.716

 

 

0.858

0.73

Cum

 

 

Cum

Cum

42

25 mm artificial stone floor with stone chips(which includes 3mm thick neat cement finish)(cement in the consumption chart is exclusive of cement required for slurry purpose)

1:2;4

% Sqm.

1. Stone chips ( 6 to 20 mm)

2. Sand

3. Cement

2.23

 

1.12

0.855

Cum

 

Cum

Cum

43.

20 mm artificial stone floor with stone chips(which includes 3mm thick neat cement finish)(cement in the consumption chart is exclusive of cement required for slurry purpose)

1:2:4

% Sqm

1. Stone chips ( 6 to 20 mm)

2. Sand

3. Cement

1.676

 

0.838

0.70

Cum

 

Cum

Cum

44.

35 mm artificial stone floor with stone chips (which includes 3mm thick neat cement finish) (cement in the consumption chart is exclusive of cement required for slurry purpose)

1:2:4

% Sqm

1. Stone chips ( 5 to 12 mm)

2. Sand

3. Cement

3.11

 

1.56

1.075

Cum

 

Cum

Cum

 

45

35 mm artificial stone floor with jhama chips (which includes 3mm

thick neat cement finish) (cement in the consumption chart is exclusive of cement required for slurry purpose)

1;2:4

% Sqm

1. Jhama Chips( 5 to 12 mm)

2. Sand

3. Cement

3.43

 

1.72

1.17

Cum

 

Cum

Cum

 

46

7.5 cm lime terracing in roof with

brick khoa, surki, lime (7:2:2) Including finishing

 

Sqm

1. Brick Khoa

2. Suriki

3. Lime

0.075

0.021

0.021

Cum

Cum

Cum

 

47

10 cm lime terracing in roof with brick khoa, surki, lime (7:2:2) Including finishing

 

Sqm

1. Brick Khoa

2. Surki

3. Lime

0.10

0.029

0.029

Cum

Cum

Cum

 

48.

12.5 cm lime terracing in roof with

brick khoa, surki, lime(7:2:2) Including finishing

 

Sqm

1. Brick Khoa

2. Surki

3. Lime

0.125

0.036

0.036

Cum

Cum

Cum

 

49.

15 cm lime terracing in roof with brick khoa, surki, lime(7:2:2) Including finishing

 

Sqm

1. Brick Khoa

2. Surki

3. Lime

0.150

0.043

0.043

Cum

Cum

Cum

 

50.

5 cm thick R. C. Slab with stone chips and with 0.8% reinforcement

 

Sqm

1. Stone chips

(6to 2 mm.)

2.Sand

3.Cement

4.Steel

5.Shuttering

4.47

 

2.23

1.12

322.60

100

Cum

 

Cum

Cum

Kg

Sqm

 

51.

7.5 cm thick R. C. Slab with stone chips and with 0.8% reinforcement

1:2:4

% Sqm

1. Stone chips

(6to 20 mm.)

2.Sand

3.Cement

4.Steel

5.Shuttering

6.70

 

3.35

1.675

482.62

100

Cum

 

Cum

Cum

Kg

Sqm.

 

52.

10 cm thick R. C. Slab with stone chips and with 0.8% reinforcement

1:2:4

% Sqm

1. Stone chips

(6to 20mm.)

2.Sand

3.Cement

4.Steel

5.Shuttering

8.93

 

4.47

2.23

683.54

100

Cum

 

Cum

Cum

Cum

Cum

 

53.

12.5 cm thick R. C. Slab with stone chips and with 0.8% reinforcement

1:2:4

% Sqm

1. Stone

chips(6to20mm.)

2.Sand

3.Cement

4.Steel

5.Shuttering

11.18

 

5.59

2.80

787.44

100

Cum.

 

Cum

Cum

Cum

Cum

 

54.

15cm thick R. C. Slab with stone chips and with 0.8% reinforcement

1:2:4

% Sqm

1. Stone

chips(6to20mm.)

2.Sand

3.Cement

4.Steel

5.Shuttering

13.4

 

6.7

3.35

955.08

100

Cum

 

Cum

Cum

Kg

Sqm

 

55.

Single Brick flat soling(conventional size)

 

Sqm

1 Brick

32

Nos

 

56.

Brick on edge soling (Conventional size)

 

Sqm

1 Brick

54

Nos

 

57.

7.5 Cm wide Brick-On-edge eding (250 mm depth)

 

% m

1 Brick

820

Nos

 

58.

7.5 cm wide Brick-on edge edging (125 mm depth)

 

% m

1 Brick

410

Nos

 

59.

35 mm thick (finished) terrazzo work, cast in situ(using c.c. 1:2:4 backing with stone chips 12mm down)floor 9mm thick terrazzo topping, laying and finished to 6mm thick after final grinding in ordinary grey colour(cement in consumption chart is exclusive of cement required for slurry@1.75 kg/sq.m)

 

% Sqm

1.Grey cement

2.Coarse Sand

3.Stone Chips

4.Marble Chips

5.Marble Powder

1.05

1.30

2.60

1420

0.126

Cum

Cum

Cum

Cum

Cum

 

60.

-Do-

In black or red colour

 

% Sqm

1.Grey cement

2.Coarse Sand

3.Stone Chips

4.Marble Chips

5.Marble Powder

6. pigment

1.05

1.30

2.60

1420

0.126

 

40

Cum

Cum

Cum

Kg

Cum

 

Kg

 

61

-DO

In Silver Grey

 

% Sqm

1.Grey cement

2.Coarse Sand

3.Stone Chips

4.White Cement

5.Marble Chips

6. Marble Powder

 

 

 

62

-DO

In Pink, Green, Yellow, Light

Green colour

 

% Sqm

1.Grey Cement

2.Coarse Sand

3.Stone Chips

4. White Cement

5.Marble Chips

6. Marble Powder

7.Pigment

0.65

1.30

2.60

0.40

1420

0.126

 

40

Cum

Cum

Cum

Cum

Kg

Cum

 

Kg

 

 

63.

35 mm thick (finished) terrazzo work, cast in situ (using c.c1:2:4 backing with stone chips 12mm down)floor 12mm thick terrazzo topping, laying and finished to 9mm thick after final grinding in ordinary grey colour(cement in consumption chart is exclusive of cement required for slurry@1.75 kg/sq.m)

 

% Sqm

1.Grey cement

2.Coarse Sand

3.Stone Chips

4.Marble Chips

5.Marble Powder

1.146

1.16

2.32

1734

0.170

Cum

Cum

Cum

Kg

Cum

 

64

-DO

In black or red colour

 

% Sqm

1.Grey cement

2.Coarse Sand

3.Stone Chips

4.Marble Chips

5.Marble Powder

6.pigment

1.146

1.16

2.32

1734

0.170

 

57

Cum

Cum

Cum

Kg

Cum

 

Kg

 

65.

-DO

In black or red colour

 

% Sqm

1.Grey cement

2.Coarse Sand

3.Stone Chips

4. White Cement

5.Marble Chips

6. Marble Powder

0.8963

1.16

2.32

0.282

1734

0.170

Cum

Cum

Cum

Cum

Kg

Cum

 

66.

-DO

In Pink, Green, Yellow, Light

Green

 

% Sqm

1.Grey cement

2.Coarse Sand

3.Stone Chips

4. White Cement

5.Marble Chips

6. Marble Powder

7.Pigment

0.58

1.16

2.32

0.566

1734

0.170

 

57

Cum

Cum

\Cum

Cum

Kg

Cum

 

Kg

 

67

20 mm thick (finished) terrazzo work in floor with precast tiles set on 20 mm av. th. of lime / cement mortar 1:3 and sides with admixtures of pigment as and when necessary and white cement / grey cement in ordinary grey colour (cement in consumption chart is exclusive of cement required for slurry @ 1.75 Kg./m2)

 

 

 

 

 

 

 

(a) When sand cement mortar is used in

bed

 

% Sqm

1.Grey cement

2.Coarse sand

3.Pigment

1.422

2.4

31

Cum

Cum

Kg

 

 

(b) When lime mortar is used in bed

 

% Sqm

1.Unslaked Lime

2.Surki

3.Grey Cement

4.Pigment

5.65

2.67

0.616

31

Quintals

Cum

Cum

Kg

 

68

-Do-

In black and red colour

 

 

 

 

 

 

 

(a)when sand cement mortar is used in bed

 

% Sqm

1.Grey cement

2.Coarse sand

3.Pigment

1.422

2.4

31

Cum

Cum

Kg

 

 

(b) when lime mortar is used in bed

 

% Sqm

1.Unslaked Lime

2.Surki

3.Grey Cement

4.Pigment

5.65

2.67

0.616

31

Quintals

Cum

Cum

Kg

 

69.

-Do-

In Silver colour

 

 

 

 

 

 

 

(a)when sand cement mortar is used in bed

 

% Sqm

1.Grey cement

2.White cement

3.Coarse sand

1.268

0.154

2.4

Cum

Cum

Cum

 

 

b) when lime mortar is used in bed

 

% Sqm

1.Unslaked Lime

2.Surki

3.Grey Cement

4. White cement

5.65

2.67

0.462

0.154

Quintals

Cum

Cum

Cum

 

70.

20 mm thick (finished) terrazzo work, in floor with precast tiles set on 20mm avg. thick of lime/cement mortar 1:3 and sides with admixtures of pigment as and when necessary and white cement /grey cement in Pink, Green, Yellow, Light Green colour

 

 

 

 

 

 

 

(a) when sand cement mortar is used in

bed

 

% Sqm

1.Grey Cement

2.White Cement

3.Coarse sand

4.Pigment

1.114

0.308

2.4

31

Cum

Cum

Cum

Kg

 

 

(b) when lime mortar is used in bed

 

% Sqm

1.Unslaked

Lime

2.Surki

3.Grey Cement

4. White cement

5 Pigment

5.65

2.67

0.308

0.308

31

Quintals

Cum

Cum

Cum

Kg

 

71(A)

Plaster with composite Mortar of Cement, lime and sand with (1:2:9)

 

 

 

 

 

 

 

  1. 35 mm thick

 

% Sqm

Cement

0.455

Cum

 

 

  1. 25 mm thick

 

% Sqm

Cement

0.325

Cum

 

 

  1. 20 mm thick

 

% Sqm

Cement

0.260

Cum

 

 

  1. 15 mm thick

 

% Sqm

Cement

0.200

Cum

 

71(B)

Plaster with composite Mortar of Cement lime and sand with ( 1:1:6)

 

% Sqm

 

 

 

 

 

  1. 20 mm thick

 

% Sqm

Cement

0.390

Cum

 

 

  1. 15 mm thick

 

% Sqm

Cement

0.300

Cum

 

 

  1. 10 mm thick

 

% Sqm

Cement

0.198

Cum

 

72

Rubble Masonry in cement Mortar

 

 

 

 

 

 

 

(a) 1:6

 

Cum

1.Stone

2.Cement

3.Sand

1.25

0.065

0.395

Cum

Cum

Cum

 

 

(b) 1:4

 

Cum

1.Stone

2.Cement

3.Sand

1.25

0.09

0.36

Cum

Cum

Cum

 

73

25mmth. Masonary work with Autoclave aerated concrete blocks of size 625 mm x 250 mm x 125 mm in Cement Mortar (1:6)

 

Cum

1.Cement

2.Sand

3. Autoclave

aerated

concrete blocks

0.020

0.120

1.05

Cum

Cum

Cum

 

74.

125 mm thick Autoclave aerated concrete blocks work with its size 625 mm x 250 mm x 125 mm in Cement Mortar (1:4).

 

% Sqm

1.Cement

2.Sand

3. Autoclave

aerated

concrete blocks

0.25

1.00

12.80

Cum

Cum

Cum

 

75

100 mm thick Autoclave aerated concrete blocks work with its size 625 mm x 250 mm x 125 mm in Cement Mortar (1:4).

 

% Sqm

1.Cement

2.Sand

3. Autoclave

aerated

concrete blocks

0.19

0.78

9.86

Cum

Cum

Cum

 

76.

Ordinary Cement concrete (mix 1:2:4) with graded stone chips (6mm nominal size)

 

Cum

1. Stone chips

2.Cement

3.Sand

0.88

0.44

0.22

Cum

Cum

Cum

 

77.

Masonry work with precast Hollow Concrete Block of size 300mm X 200mm

X 150mm with cement mortar (6:1)

 

Cum

1.Cement

2.Sand

3. precast

Hollow

Concrete Block

 

Cum

Cum

Cum

 

78.

100mm thick Masonry work with precast Hollow Concrete Block of size 400mm X 100mm X 150mm

 

% Sqm

1.Cement

2.Sand

3. precast

Hollow

Concrete Block

 

Cum

Cum

Cum

 
 

Quantity of Stone Aggregate to be considered for arriving consolidated rate of the following Cement Concrete related Items:

Sl.No

Reference of Item

Description of Item

Qnty. Of Stone Aggregate to be Considered per Cum of Concrete

Remarks

1.

Chapter – C;

It. No. 5(a)

Ordinary Cement concrete (mix

1:2:4) with graded stone chips (20

mm nominal size) excluding shuttering and reinforcement, if any, in ground floor as per relevant IS codes.

a) Pakur Variety

20 mm Nominal Size – 0.66 cu.m.

10 mm Nominal Size – 0.22 cu.m.

For arriving

consolidated

rate for all

items use

Table- T-1, T- 2, T-3 and Annexure – II, Format – A

2.

Chapter – C;

It. No. 6(a)(i)

to 6(e)(i)

Controlled Cement concrete with

well graded stone chips (20 mm graded nominal size) excluding shuttering and reinforcement with complete design of concrete as per IS :456 and relevant special publications, submission of job mix formula after preliminary mix design after testing of  concrete cubes as per direction of Engineer-in-charge. Consumption of cement will not be less than 300 Kg of cement with Super plasticiser per cubic meter of controlled concrete but actual consumption will be determined on the basis of preliminary test and job mix formula. In ground floor and foundation. [using concrete mixture] (i) Pakur Variety

 

 

 

 

  1. M 20 Grade

20 mm Nominal Size – 0.54 cu.m.

10 mm Nominal Size – 0.36 cu.m..

 

 

 

  1. M 25 Grade

20 mm Nominal Size – 0.54 cu.m..

10 mm Nominal Size – 0.36 cu.m.

 

 

 

  1. M 30 Grade

20 mm Nominal Size – 0.54 cu.m.

10 mm Nominal Size – 0.36 cu.m.

 

 

 

  1. M 35 Grade

20 mm Nominal Size – 0.54 cu.m..

10 mm Nominal Size – 0.36 cu.m.

 

3.

Chapter – C;

It. No. 7(a)

Ordinary Cement concrete (mix 1:1.5:3) with graded stone chips (20

mm nominal size) excluding shuttering and reinforcement if any, in ground floor as per relevant IS codes. (i) Pakur Variety

20 mm Nominal Size – 0.573 cu.m.

10 mm Nominal Size – 0.287 cu.m..

 

4.

Chapter – C;

It. No. 9(A)(a) to

9(A)(e)

Batch Mixed concrete of M 20 Grade with well Graded stone chips of 20 mm nominal size etc. etc. [with Batching Plant & transit mixer], In Ground Floor and Foundation. [Pakur Variety].

(i) Without approved concrete pump.

(ii) With approved concrete pump.

 

20 mm Nominal Size – 0.54 cu.m.

10 mm Nominal Size – 0.36 cu.m.

 

 

 

Batch Mixed concrete of M 25 Grade with well Graded stone chips of 20 mm nominal size etc. etc. [with Batching Plant & transit mixer], In Ground Floor and Foundation. [Pakur Variety].

(i) Without approved concrete pump.

2. (ii)With approved concrete pump.

 

20 mm Nominal Size – 0.54 cu.m.

10 mm Nominal Size – 0.36 cu.m.

 

 

 

Batch Mixed concrete of M 30 Grade with well Graded stone chips of 20 mm nominal size etc. etc. [with Batching Plant & transit mixer], In Ground Floor and Foundation. [Pakur Variety].

(i) Without approved concrete pump.

(ii) With approved concrete pump

 

20 mm Nominal Size – 0.54 cu.m.

10 mm Nominal Size – 0.36 cu.m.

 

 

 

Batch Mixed concrete of M 35 Grade with well Graded stone chips of 20 mm nominal size etc. etc. [with Batching Plant & transit mixer], In Ground Floor and Foundation. [Pakur Variety].

(i) Without approved concrete pump.

(ii) With approved concrete pump.

 

20 mm Nominal Size – 0.54 cu.m.

10 mm Nominal Size – 0.36 cu.m.

 

 

 

Batch Mixed concrete of M 40 Grade with well Graded stone chips of 20 mm nominal size etc. etc. [with Batching Plant & transit mixer], In Ground Floor and Foundation. [Pakur Variety].

(i) Without approved concrete pump.

(ii) With approved concrete pump.

 

 

 

5.

Chapter – C;

It. No.

9(B)(a) to

9(B)(e)

Supplying ready mixed concrete of M20 Grade with well graded stone chips of 20 mm nominal size etc. etc.

In Ground Floor and Foundation. [Pakur Variety].

(i) Without approved concrete pump.

(ii)With approved concrete pump.

 

20 mm Nominal Size – 0.54 cu.m.

10 mm Nominal Size – 0.36 cu.m.

 

 

 

Supplying ready mixed concrete of M25 Grade with well graded stone chips of 20 mm nominal size etc. etc.

In Ground Floor and Foundation. [Pakur Variety].

(i) Without approved concrete pump.

(ii)With approved concrete pump.

 

20 mm Nominal Size – 0.54 cu.m.

10 mm Nominal Size – 0.36 cu.m.

 

 

 

Supplying ready mixed concrete of M30 Grade with well graded stone chips of 20 mm nominal size etc. etc.

In Ground Floor and Foundation.

[Pakur Variety].

(i) Without approved concrete pump.

(ii)With approved concrete pump.

 

20 mm Nominal Size – 0.54 cu.m.

10 mm Nominal Size – 0.36 cu.m.

 

 

 

Supplying ready mixed concrete of M35 Grade with well graded stone chips of 20 mm nominal size etc. etc.

In Ground Floor and Foundation.

[Pakur Variety].

 (i) Without approved concrete pump.

(ii) With approved concrete pump.

 

20 mm Nominal Size – 0.54 cu.m.

10 mm Nominal Size – 0.36 cu.m.

 

 

 

Supplying ready mixed concrete of M40 Grade with well graded stone chips of 20 mm nominal size etc. etc.

In Ground Floor and Foundation. [Pakur Variety].

(i) Without approved concrete pump.

8. (ii)With approved concrete pump.

 

20 mm Nominal Size – 0.54 cu.m.

10 mm Nominal Size – 0.36 cu.m.

 

 

*****