|
IS 7113
|
2003 |
Soil-Cement Lining for Canals - Code of Practice |
1
|
Active
|
180.00 |
1,800.00 |
|
|
|
IS 3872
|
2002 |
Lining of Canals with Burnt Clay Tiles - Code of Practice |
1
|
Active
|
210.00 |
2,100.00 |
|
|
|
IS 4515
|
2002 |
Stone Pitched Lining for Canals - Code of Practice |
|
Active
|
130.00 |
1,300.00 |
|
|
|
IS 7112
|
2002 |
Criteria for Design of Cross-Section for Unlined Canals in Alluvial Soil |
|
Active
|
210.00 |
2,100.00 |
|
|
|
IS 10430
|
2000 |
Criteria for Design of Lined Canals and Guidance for Selection of Type of Lining |
1
|
Active
|
300.00 |
3,000.00 |
|
|
|
IS 7784 : Part 2 : Sec 2
|
2000 |
Code of Practice for Design of Cross Drainage Works - Part 2 : Specific Requirements - Section 2 : Superpassages |
1
|
Active
|
130.00 |
1,300.00 |
|
|
|
IS 7784 : Part 2 : Sec 5
|
2000 |
Code of Practice for Design of Cross Drainage Works - Part 2 : Specific Requirements - Section 5 : Syphon Aqueducts |
1
|
Active
|
250.00 |
2,500.00 |
|
|
|
IS 9913
|
2000 |
Code of Practice for Construction of Cross Drainage Works |
1
|
Active
|
180.00 |
1,800.00 |
|
|
|
IS 7784 : Part 2 : Sec 4
|
1999 |
Design of Cross Drainage Works - Code of Practice - Part 2 : Specific Requirements - Section 4 : Level Crossings |
|
Active
|
130.00 |
1,300.00 |
|
|
|
IS 7784 : Part 2 : Sec 3
|
1996 |
Code of practice for design of cross drainage works: Part 2 Specific requirements Section 3 Canal syphons |
|
Active
|
210.00 |
2,100.00 |
|
|
|
IS 4558
|
1995 |
Under-drainage of lined canals - Code of practice |
1
|
Active
|
180.00 |
1,800.00 |
|
|
|
IS 7784 : Part 2 : Sec 1
|
1995 |
Design of cross drainage works -Code of practice : Part 2 Specific requirements Section I Aqueducts |
|
Active
|
130.00 |
1,300.00 |
|
|
|
IS 9698
|
1995 |
Lining of Canals with Polyethylene Film - Code of Practice |
|
Active
|
180.00 |
1,800.00 |
|
|
|
IS 11809
|
1994 |
Lining for canals by stone masonry - Code of practice |
2
|
Active
|
130.00 |
1,300.00 |
|
|
|
IS 9451
|
1994 |
Guidelines for lining of canals in expansive soils |
2
|
Active
|
180.00 |
1,800.00 |
|
|