CONSUMPTION OF MATERIAL



CONSUMPTION OF MATERIAL CONSIDERED IN RATE ANALYSIS

Item No.

Item in brief

Cement In bags

Coarse Aggregate

Fine Aggregate

22

CC M-10 (20 MSA)

4.4

0.94

0.47

 

CC M-10 (40 MSA)

4.4

0.94

0.47

 

CC M-10 (80 MSA)

4.33

0.94

0.47

23

CC M-15 (20 MSA)

5.64

0.90

0.45

 

CC M-15 (40 MSA)

5.20

0.89

0.45

 

CC M-15 (80 MSA)

4.99

0.89

0.45

24

CC M-15 (20 MSA)

5.64

0.90

0.47

 

CC M-15 (40 MSA)

5.20

0.89

0.45

 

CC M-15 (80 MSA)

4.99

0.90

0.45

25

CC M-20 (20 MSA)

6.60

0.90

0.45

 

CC M-20 (40 MSA)

6.08

0.89

0.45

26

CC M-25 (20 MSA)

7.62

0.90

0.45

27

CC M-15 (20 MSA) for Bed lining per Cum

5.64

0.90

0.45

 

B) for side lining with curing compound

5.64

0.90

0.45

 

B) for side lining without curing compound

5.64

0.90

0.45

28

CC M-15 (20 MSA) Mechanised lining for bed lining

5.64

0.90

0.45

 

B) for side lining with curing compound

5.64

0.90

0.45

 

B) for side lining without curing compound

5.64

0.90

0.45

29

Chip Masonry behind concrete lining

1.25

1.24

0.35

 

 

 

(Rubble)

 

32

UCR Masonry in CM 1:5 for side lining

2.00

1.24

0.35

 

 

 

(Rubble)

 

33

Cement Plaster 6 mm thick in CM 1:3

0.057

 

0.006

34

CC M-10 (20 MSA)

4.40

0.94

0.47

 

CC M-10 (40 MSA)

4.40

0.94

0.47

 

CC M-10 (80 MSA)

4.33

0.94

0.47

35

CC M-15 (20 MSA)

5.64

0.90

0.45

 

CC M-15 (40 MSA)

5.20

0.89

0.45

 

CC M-15 (80 MSA)

4.99

0.89

0.45

36

CC M-15 (20 MSA) for abutment, pier

5.64

0.90

0.45

 

CC M-15 (40 MSA) for abutment, pier

5.20

0.89

0.45

 

CC M-15 (80 MSA) for abutment, pier

4.99

0.90

0.45

37

CC M-20 (20 MSA) for abutment, wing wall, returns,

6.60

0.90

0.45

 

transition walls, piers, columns, beams & Slabs, road

 

 

 

 

slab, kerb, super passage/slab culvert, trough resting on

 

 

 

 

ground, trough  for aqueduct, wearing  coat & other

 

 

 

 

concrete

 

 

 

 

CC M-20 (40 MSA) for abutment, retaining walls, piers

6.08

0.89

0.45

38

CC M-25 (20 MSA) for column, beams and slabs, road

7.62

0.90

0.45

 

slab, kerb, super passage/slab culvert, trough resting on

 

 

 

 

ground, trough aqueduct, wearing coat

 

 

 

39

CC M-30 (20 MSA) for trough aqueduct, slab

9.20

0.85

0.425

48,

UCR Masonry in CM 1:5 for foundation and super

1.71

1.15

0.30

50

structure (30% mortar)

 

(Rubble)

 

 

(35% mortar)

2.00

1.1

0.35

 

 

 

(Rubble)

 

 

(45% mortar)

2.57

1.00

0.45

 

 

 

(Rubble)

 

49

UCR Masonry in CM 1:6 for foundation (30% mortar)

1.43

1.15

0.30

 

 

 

(Rubble)

 

 

(35% mortar)

1.67

1.1

0.35

 

 

 

(Rubble)

 

 

(45% mortar)

2.14

1.00

0.45

 

 

 

(Rubble)

 

53

Cement Pointing in CM 1:3

0.0295

 

0.003

 

Cement Pointing in CM 1:2

0.0449

 

0.003

58

B.B. Masonry in CM 1:5

1.77

480

0.31

 

 

 

(Bricks)

 

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