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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 directed by 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 | 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. |
| 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 3.00x1.00x0.45m (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. |
| 5 | 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 3.00x2.00x0.0.45m (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. |
| 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 | Prepration of Subgrade including watering compaction for laying AB mattress and non woven Geosheet in slope in existing earth with excavator attached with roller for proper completion of work as per direction of Engineer Incharge . |
| 9 | 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 . |
| 10 | Supplying and laying of brick on edge on the top of spur including labour T&P etc complete as per direction of Engineer Incharge . |
| 11 | 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 . |
| 12 | 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 . |
| 13 | 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 |
