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| 1 | Earth work in excavation with rough dressing with intial lead of 30 m and lift upto 1.5 m for flood work for proper completion of work as per direction of Engineer in-Charge. |
| 2 | Earth work in filling in spur /stud including dressing with manual compaction including all lift shall be applied for lead beyond upto 45 m for proper completion of work as per direction of Engineer in-Charge. |
| 3 | Providing and placing Geo bag 200 gsm woven polypropylene Geo textile filed with local earth/sandy soil in PP rope gabion size 1.80x1.80x0.50 m mesh size 15x15 cm with lid and slings polyproplene with adequited UV stabilize 9.00 mm x 4 strand having weight of 45 grm/m, 1560kg breaking srength rope and woven joint at Intersection of rope net 10000 kg/m breaking strength in construction of base of launching apron including cost of all material,labour,carriage,T&P etc. required for proper completion of work complete as per direction of Engineer in charge. |
| 4 | Providing and Laying of Mzp stone boulder (25 to 40 kg. minimum dimension 200 mm) in mechanically woven double twisted hexagonal shaped BIS Standared class 2 as per IS code 16014: 2024 of required sizes 3.00x2.00x0.45 m (1 no. diaphragm size 3x0.45m along the gabion length and 2 no. diaphragms size (2x0.45) across the length of gabion) Mesh type 10.00x12.00 cm polymer (PVC/PA6) coated, Mesh wire dia 2.7/3.7 mm (ID/OD), edged/Selvedge dia 3.4/4.4 mm (ID/OD) with partitions at every 1m interval and shall have minimum 10 no. of opening per mtr. of mesh perpendicular twist typing with lacing wire of dia 2.2/3.2 mm (ID/OD) of construction of launching apron and gabion wall including all material, labour, T&P, carraige, loading, unloading, royality all taxes but excluding GST etc. and tying with lacing wire all complete as per direction of Engineer -in-charge. |
| 5 | Providing and Laying of Mzp stone boulder (25 to 40 kg. minimum dimension 200 mm) in mechanically woven double twisted hexagonal shaped BIS Standared class 2 as per IS code 16014: 2024 of required sizes 3.00x1.00x0.45 m ( 2 no. diaphragms size (1x0.45) across the length of gabion) Mesh type 10.00x12.00 cm polymer (PVC/PA6) coated, Mesh wire dia 2.7/3.7 mm (ID/OD), edged/Selvedge dia 3.4/4.4 mm (ID/OD) with partitions at every 1m interval and shall have minimum 10 no. of opening per mtr. of mesh perpendicular twist typing with lacing wire of dia 2.2/3.2 mm (ID/OD) of construction of launching apron and gabion wall including all material, labour, T&P, carraige, loading, unloading, royality all taxes but excluding GST etc. and tying with lacing wire all complete as per direction of Engineer -in-charge. |
| 6 | Dismantalling damaged Launching apron/slope pitching and relaying of taken out stone boulders in Mechanically woven double twisted hexagonal shaped BIS Standard class 2as per IS code 16014:2024 of size 3.00x2.00x0.45m (1no. Diaphram size 3x0.45 m along the gabion length & 2 no. diaphram size 2x0.45 across the length of gabion) Mesh type 10.00x12.00 cm polymer (PVC/PA6) coated mesh wire dia 2.7/3.7mm (ID/OD) edged/selvedged dia 3.4/4.4mm (ID/OD) with partition at 1.00 m interval and shall have minimum 10 no of opening per meter of mesh perpendicular twist tying with lacing wire of dia 2.2/3.2 mm ID/OD for slope pitching inclidingall cost of materials, labour all taxes T&P etc as per direction of Engineer in-Charge. |
| 7 | Preparation of sub grade including watering compaction for laying AB mattress and non woven Geosheet in slope in existing earth with excavater attached with roller for proper complection of work as per direction of Engineer in-Charge. |
| 8 | Providing and laying Geo Textile sheet made of 200 gsm woven with multifilament polypropylene yarn over prepared earthen surface for slope pitching i/c of all cost of materials, labour all taxes T&P etc as per direction of Engineer in-Charge. |
| 9 | Providing and Pitching of Mzp stone boulder (25 to 40 kg. minimum dimension 200 mm) in mechanically woven double twisted hexagonal shaped BIS Standared class 2 as per IS code 16014: 2024 of required sizes 3.00x2.00x0.45 m (1 no. diaphragm size 3x0.45m along the gabion length and 2 no. diaphragms size (2x0.45) across the length of gabion) Mesh type 10.00x12.00 cm polymer (PVC/PA6) coated, Mesh wire dia 2.7/3.7 mm (ID/OD), edged/Selvedge dia 3.4/4.4 mm (ID/OD) with partitions at every 1m interval and shall have minimum 10 no. of opening per mtr. of mesh perpendicular twist typing with lacing wire of dia 2.2/3.2 mm (ID/OD) of construction of pitching including all material, labour, T&P, carraige, loading, unloading, royality all taxes but excluding GST etc. and tying with lacing wire all complete as per direction of Engineer -in-charge. |
| 10 | Providing and Pitching of Mzp stone boulder (25 to 40 kg. minimum dimension 200 mm) in mechanically woven double twisted hexagonal shaped BIS Standared class 2 as per IS code 16014: 2024 of required sizes 3.00x1.00x0.45 m (2 no. diaphragms size (1x0.45) across the length of gabion) Mesh type 10.00x12.00 cm polymer (PVC/PA6) coated, Mesh wire dia 2.7/3.7 mm (ID/OD), edged/Selvedge dia 3.4/4.4 mm (ID/OD) with partitions at every 1m interval and shall have minimum 10 no. of opening per mtr. of mesh perpendicular twist typing with lacing wire of dia 2.2/3.2 mm (ID/OD) of construction of pitching including all material, labour, T&P, carraige, loading, unloading, royality all taxes but excluding GST etc. and tying with lacing wire all complete as per direction of Engineer -in-charge. |
| 11 | Providing and laying R.C.C. (1:1.5:3) Porcupines (3.0X3.0X3.0)m size with R.C.C. member of (by 3.0X0.10X0.10)m size, as per drawing, filled with jhakhar including cost of all materials, carriage, labour T&P etc with all porcupine tagged to each other by 8 SWG G.I. wire complete as per direction of Engineer in-Charge. Please Enable Macros to View BoQ information |
