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) |
|
*****