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| 1 | Earth work in excavation with rough dressing with initials lead of 30m & lift up to 1.50m for flood work as per direction of Engineer in- charge. |
| 2 | Providing and placing geo bag 200 gsm woven polypropylene geotextile filled with Local Sandy soil/RBM in P.P. rope gabion size 1.80 X 1.80 X 0.50 m, mesh size 15cm X 15cm with lid and slings, polypropylene with adequate U.V. Stablizer 9.00mmx4 strand having a weight of 42gm/m, 1560 kg breaking strength rope and woven joint at Intersection of rope net 10000kg/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. |
| 3 | Dismantling damaged Launching apron and relaying of taken out stone boulders in Mechanically woven double twisted hexagonal shaped BIS Standerd class 2 as per IS code 16014:2024 of size 3.00x2.00x0.45m (1 no. diaphragm size 3x0.45m along the gabion length and 2 No. diphragms size 2x0.45 accross the length of Gabion) Mesh type 10.00x12.00cm polymer (PVC/PA6) coated Mesh wire dia. 2.70/3.70 mm (ID/OD) edged/selvedged dia. 3.4/4.4 mm (ID/OD) with partition at every 1.0m interval and shall have minimum 10 No. of opening per mtr. of mesh perpendicular twiste typing with lacing wire of dia 2.2/3.2mm(ID/OD) for construction of launching apron including cost of all material, labour, T&P, carriage, loading, unloading Royality all taxes but excluding GST etc. and tying with lacing wire all complete. as per directions of engineer-in- charge. |
| 4 | Providing and laying Mirzapur stone boulder (25 to 40 kg minimum dimension 200mm) for Launching Apron in Mechanically woven double twisted hexagonal shaped BIS Standerd class 2 as per IS code 16014:2024 of size 3.00x2.00x0.45m (1 no. diaphragm size 3x0.45m along the gabion length and 2 No. diphragms size 2x0.45 accross the length of Gabion ) Mesh type 10.00x12.00cm polymer (PVC/PA6) coated Mesh wire dia. 2.70/3.70 mm (ID/OD) edged/selvedged dia. 3.4/4.4 mm (ID/OD) with partition at every 1.0m interval and shall have minimum 10 No. of opening per mtr. of mesh perpendicular twiste typing with lacing wire of dia 2.2/3.2mm(ID/OD) for construction of launching apron including cost of all material, labour, T&P, carriage, loading, unloading Royality all taxes but excluding GST etc. and tying with lacing wire all complete. as per directions of engineer-in- charge. |
| 5 | Providing and laying Mirzapur stone boulder (25 to 40 kg minimum dimension 200mm) for Launching Apron in Mechanically woven double twisted hexagonal shaped BIS Standerd class 2 as per IS code 16014:2024 of size 3.00x1.00x0.45m (2 No. diphragms size 2x0.45 accross the length of Gabion ) Mesh type 10.00x12.00cm polymer (PVC/PA6) coated Mesh wire dia. 2.70/3.70 mm (ID/OD) edged/selvedged dia. 3.4/4.4 mm (ID/OD) with partition at every 1.0m interval and shall have minimum 10 No. of opening per mtr. of mesh perpendicular twiste typing with lacing wire of dia 2.2/3.2mm(ID/OD) for construction of launching apron including cost of all material, labour, T&P, carriage, loading, unloading Royality all taxes but excluding GST etc. and tying with lacing wire all complete. as per directions of engineer-in- charge. |
| 6 | Providing and laying Mirzapur stone boulder (25 to 40 kg minimum dimension 200mm) for Slope Pitching in Mechanically woven double twisted hexagonal shaped BIS Standerd class 2 as per IS code 16014:2024 of size 3.00x2.00x0.45 (1 no. diaphragm size 1x0.45m accross the length of Gabion ) Mesh type 10.00x12.00cm polymer (PVC/PA6) coated Mesh wire dia. 2.70/3.70 mm (ID/OD) edged/selvedged dia. 3.4/4.4 mm (ID/OD) with partition at every 1.0m interval and shall have minimum 10 No. of opening per mtr. of mesh perpendicular twist tying with lacing wire of dia 2.2/3.2mm(ID/OD) including cost of all material, labour, T&P, carriage, loading, unloading Royality all taxes but excluding GST etc. and tying with lacing wire all complete. as per directions of engineer-in- charge. |
| 7 | Providing and laying Mirzapur stone boulder (25 to 40 kg minimum dimension 200mm) for Slope Pitching in Mechanically woven double twisted hexagonal shaped BIS Standerd class 2 as per IS code 16014:2024 of size 3.00x1.00x0.45 (1 no. diaphragm size 1x0.45m accross the length of Gabion ) Mesh type 10.00x12.00cm polymer (PVC/PA6) coated Mesh wire dia. 2.70/3.70 mm (ID/OD) edged/selvedged dia. 3.4/4.4 mm (ID/OD) with partition at every 1.0m interval and shall have minimum 10 No. of opening per mtr. of mesh perpendicular twist tying with lacing wire of dia 2.2/3.2mm(ID/OD) including cost of all material, labour, T&P, carriage, loading, unloading Royality all taxes but excluding GST etc. and tying with lacing wire all complete. as per directions of engineer-in- charge. |
| 8 | Laying Geo Textile sheet 200 Gsm woven multifilament polypropylene yarn, below pitching with peg including preparation of surface for proper completion of work as per direction of Engineer Incharge . |
| 9 | Supplying and laying of brick on edge on the top of spur including labour T&P etc complete as per direction of Engineer Incharge . |
| 10 | Providing & Laying of R.C.C Porcupine with 6 no RCC members of Size 3.0x0.10x0.10m with C.C. (1:1.5:3) by crussed stone grit 10-12.50mm and course sand of FM more than 2 and Tor steel as per drawing , filled with jhakhar including cost of all material, labour, carriage, T&P etc with all porcupine tagged to each other by 8 SWG G.I. wire complete for proper completion of work as per direction of Engineer Incharge . |
| 11 | Supplying and fixing of Bamboo 5cm to 8cm dia braced at top and bottom as per drawing including cost of materials, carriage, labour T&P etc complete for proper completion of work as per direction of Engineer Incharge . |
| 12 | Supplying & Placing Bamboo Khunta & tieing RCC Porcupines at a interval of 20m C/C with all cost complete for proper completion of work as per direction of Engineer Incharge . Please Enable Macros to View BoQ information |
