Infrastructure Damage Report : कोटिला ग्वाड़ सुरईखेत मोटर मार्ग

retaining wall, and causeway construction.

1. excavation
2. plum concrete toe wall for retaining wall.
3. RR stone masonry in 1:6 for retaining wall.
4. R.R. stone masonry laid dry for kharanja of causeway
5. H.P. stone filling behind wall.
6. CC 1:3:6 for causeway base.
7. RCC M25 at Causeway wearing surface
8. temperature (mild steel) reinforcement in RCC.

retaining wall, and causeway construction.

1. excavation
2. plum concrete toe wall for retaining wall.
3. RR stone masonry in 1:6 for retaining wall.
4. R.R. stone masonry laid dry for kharanja of causeway
5. H.P. stone filling behind wall.
6. CC 1:3:6 for causeway base.
7. RCC M25 at Causeway wearing surface
8. temperature (mild steel) reinforcement in RCC.

retaining wall, and causeway construction.

1. excavation
2. plum concrete toe wall for retaining wall.
3. RR stone masonry in 1:6 for retaining wall.
4. R.R. stone masonry laid dry for kharanja of causeway
5. H.P. stone filling behind wall.
6. CC 1:3:6 for causeway base.
7. RCC M25 at Causeway wearing surface
8. temperature (mild steel) reinforcement in RCC.

retaining wall, and causeway construction.

1. excavation
2. plum concrete toe wall for retaining wall.
3. RR stone masonry in 1:6 for retaining wall.
4. R.R. stone masonry laid dry for kharanja of causeway
5. H.P. stone filling behind wall.
6. CC 1:3:6 for causeway base.
7. RCC M25 at Causeway wearing surface
8. temperature (mild steel) reinforcement in RCC.

retaining wall, and causeway construction.

1. excavation
2. plum concrete toe wall for retaining wall.
3. RR stone masonry in 1:6 for retaining wall.
4. R.R. stone masonry laid dry for kharanja of causeway
5. H.P. stone filling behind wall.
6. CC 1:3:6 for causeway base.
7. RCC M25 at Causeway wearing surface
8. temperature (mild steel) reinforcement in RCC.

R.R. dry retaining wall.

1. excavation
2. R.R. stone masonry laid dry
3. H.P. stone filling behind wall.

१.०० मीटर स्पान आर सी सी कल्वर्ट का पुन: निर्माण।

1. excavation
2. R.R. stone masonry laid in (1:6) for toe wall.
3. R.R. stone masonry laid dry in wing wall and catch pit.
4. H.P. stone filling behind wall.
5. PCC (1:3:6) for culvert base.
6. R.R stone masonry laid in (1:5) for abutment.
7. R.C.C grade m25 for slab and bed block.
8. FE 415 reinforcement for RCC slab and bed block.

१.०० मीटर स्पान आर सी सी कल्वर्ट का पुन: निर्माण।

1. excavation
2. R.R. stone masonry laid in (1:6) for toe wall.
3. R.R. stone masonry laid dry in wing wall and catch pit.
4. H.P. stone filling behind wall.
5. PCC (1:3:6) for culvert base.
6. R.R stone masonry laid in (1:5) for abutment.
7. R.C.C grade m25 for slab and bed block.
8. FE 415 reinforcement for RCC slab and bed block.

R.R. dry retaining wall.

1. excavation
2. R.R. stone masonry laid dry
3. H.P. stone filling behind wall.

R.R. dry retaining wall.

1. excavation
2. R.R. stone masonry laid dry
3. H.P. stone filling behind wall.

R.R. dry retaining wall.

1. excavation
2. R.R. stone masonry laid dry
3. H.P. stone filling behind wall.