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| 1 | Earth work in cutting for making proper slope and profile with dressing including cost of all lead and lift, labour, T&P etc. complete with proper disposal of earth required for proper completion of work as per drawing in direction of Engineer in charge. |
| 2 | Providing & laying hdpe woven bag filled with silt/sandy soil in nylon crate of size 1.00mX1.00mX1.00m with mesh size 20cm X20cm and weight not less than 165 gram per no. in construciton of base of launching apron including cost of all matterial ,labour ,carriage T&P etc required for proper complition of work complete as per drawing in direction of Engineer in charge. |
| 3 | Providing and laying of Mirzapur stone boulder in Mechanically Woven Double Twisted Hexagonal Shaped BIS Standard Class 2 as per IS code 16014:2024 of required sizes 3.0x2.0x0.45m ( 1 no. diaphragm Size 3x0.45 m along the crate length and 2 No. diaphragms size 1x0.45 across the length of crate and 1no diaphragms size 3x0.45) Mesh type 10.00x12.00 CM Polymer (PVC/PA6/Other Advance Polymer) coated, Mesh wire diameter 2.70/3.70 mm (ID/OD), edged/Selvedged dia 3.40/4.40 mm (ID/OD)with partitions at every 1 M interval and shall have minimum 10 No. of opening per mtr. of mesh perpendicular twist tying with lacing wire of dia 2.2/3.2 mm (ID/OD) for construction of launching apron and gabion wall including all material,labour, T&P, carriage, loading, unloading, Royality, all taxes but excluding GST etc and tying with lacing wire as per drawing all complete as per directions of engineer-in- charge. |
| 4 | Providing and laying of Mirzapur stone boulder in Mechanically Woven Double Twisted Hexagonal Shaped BIS Standard Class 2 as per IS code 16014:2024 of required sizes 3.0x1.0x0.45m ( 2 No. diaphragms size 1x0.45 across the length of Gabion) Mesh type 10.00x12.00 CM Polymer (PVC/PA6/Other Advance Polymer) coated , Mesh wire diameter 2.70/3.70 mm (ID/OD), edged/Selvedged dia 3.40/4.40 mm (ID/OD) with partitions at every 1 M interval and shall have minimum 10 No. of opening per mtr. of mesh perpendicular twist tying with lacing wire of dia 2.2/3.2 mm (ID/OD) for construction of launching apron and gabion wall including all material, labour, T&P, carriage, loading, unloading, Royality, all taxes but excluding GST etc and tying with lacing wire as per drawing all complete as per directions of engineer-in- charge. |
| 5 | Providing and laying of Mirzapur stone boulder in Mechanically Woven Double Twisted Hexagonal Shaped BIS Standard Class 2 as per IS code 16014:2024 of required sizes 3.0x1.0x0.30m (2 No. diaphragms size 1x0.30 across the length of Gabion) Mesh type 10.00x12.00 CM Polymer (PVC/PA6/Other Advance Polymer) coated , Mesh wire diameter 2.70/3.70 mm (ID/OD), edged/Selvedged dia 3.40/4.40 mm (ID/OD)with partitions at every 1 M interval and shall have minimum 10 No. of opening per mtr. of mesh perpendicular twist tying with lacing wire of dia 2.2/3.2 mm (ID/OD) for construction of launching apron and gabion wall including all material,labour, T&P, carriage, loading, unloading, Royality, all taxes but excluding GST etc and tying with lacing wire as per drawing all complete as per directions of engineer-in- charge. |
| 6 | Providing and laying of Mirzapur stone boulder in Mechanically Woven Double Twisted Hexagonal Shaped BIS Standard Class 2 as per IS code 16014:2024 of required sizes 3.0x2.0x0.30m (1 no. diaphragm Size 3x0.30 m along the crate length and 2 No. diaphragms size 1x0.30 across the length of crate ) Mesh type 10.00x12.00 CM Polymer (PVC/PA6/Other Advance Polymer) coated , Mesh wire diameter 2.70/3.70 mm (ID/OD), edged/Selvedged dia 3.40/4.40 mm (ID/OD) with partitions at every 1 M interval and shall have minimum 10 No. of opening per mtr. of mesh perpendicular twist tying with lacing wire of dia 2.2/3.2 mm (ID/OD) for construction of launching apron and gabion wall including all material, labour, T&P, carriage, loading, unloading, Royality, all taxes but excluding GST etc and tying with lacing wire as per drawing all complete as per directions of engineer-in- charge. |
| 7 | Providing and laying Geo Textile sheet 200 Gsm woven multifilament polypropylene yarn, below pitching with pegs including preparation of surface (Per Sqm)as per drawing in direction of Engineer in charge. |
| 8 | Providing and laying of Mirzapur stone boulder for construction of key at GL including all material, labour, T&P, carriage, loading, unloading, Royality, all taxes but excluding GST etc as per drawing all complete as per directions of engineer-in- charge. |
| 9 | Providing and laying Geo texlile Bag 200 gsm woven polypropylene Geotextile in size (1.00 x0.75)M filled with local earth as per drawing including cost of all material, earth, labour, T&P etc required for proper completion of work aas per drawing in direction of Engineer in charge. |
| 10 | Providing filling and placing of Geotextile tube of size 3.00 m dia , 20m long made of 80KN bi-axial strength multifilament woven geotextile as confirming is code 16393:2015 (technofab, Garware, Geofab etc) with sand by mud pump at desgin slope of affected reach upto 500 m as per drawing in direction of Engineer in charge. |
| 11 | Earth work in filling with complete dressing and manual compaction over Geobag pitching for protection U/V rays and sun light including lift upto 1.5m and lead upto 30m, cost of all material, earth, labour, T&P etc required for proper completion of work as per drawing in direction of Engineer in charge. |
| 12 | Earth work in filling by power Transport for a lead up to 1 Km. including excavation loading, unloading, stacking, manual compaction & dressing with all lift shall be applicable etc. for proper completion of work as per drawing in direction of Engineer in charge. |
| 13 | Providing and laying local sand for preparation of sub grade for brick soling.as per drawing in direction of Engineer in charge. |
| 14 | Dry brick on end soling including preparation of sub grade and filling joints with local sand including cost of sand & cost of all material, lead & lift, labour, T&P etc. complete as per drawing in direction of Engineer in charge. |
| 15 | Dry brick on edge soling including preparation of sub grade and filling joints with local sand including cost of sand & cost of all material, lead & lift, labour, T&P etc. complete as per drawing in direction of Engineer in charge. Please Enable Macros to View BoQ information |
