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%
The statement is based on the following assumptions:
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 |
0.54 |
Cum |
| 2. Sand | 1.08 | Cum. | ||||
|
2. |
-Do- |
1:3 |
% Sq.m |
1. Cement |
0.40 |
Cum. |
| 2. Sand | 1.20 | Cum. | ||||
|
3. |
-Do- |
1:4 |
% Sq.m |
1. Cement |
0.30 |
Cum. |
| 2. Sand | 1.20 | Cum. | ||||
|
4. |
-Do- |
1:6 |
% Sq.m |
1. Cement |
0.20 |
Cum |
| 2. Sand | 1.20 | 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) |
|
|
|
|
|
|
|
|
|
% Sqm |
Cement |
0.455 |
Cum |
|
|
|
|
% Sqm |
Cement |
0.325 |
Cum |
|
|
|
|
% Sqm |
Cement |
0.260 |
Cum |
|
|
|
|
% Sqm |
Cement |
0.200 |
Cum |
|
71(B) |
Plaster with composite Mortar of Cement lime and sand with ( 1:1:6) |
|
% Sqm |
|
|
|
|
|
|
|
% Sqm |
Cement |
0.390 |
Cum |
|
|
|
|
% Sqm |
Cement |
0.300 |
Cum |
|
|
|
|
% 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 |
250 mm th. 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 |
|
|
|
|
|
|
20 mm Nominal Size – 0.54 cu.m. 10 mm Nominal Size – 0.36 cu.m.. |
|
|
|
|
|
20 mm Nominal Size – 0.54 cu.m.. 10 mm Nominal Size – 0.36 cu.m. |
|
|
|
|
|
20 mm Nominal Size – 0.54 cu.m. 10 mm Nominal Size – 0.36 cu.m. |
|
|
|
|
|
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. |
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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. |
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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. |
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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. |
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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. |
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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. |
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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. |
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