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| 1 | Supplying of 1.35 M dia M.S flap shutter with 8 mm thick skin plate including fitting fixing complete as per drawing No. SE/PD/I & FM/19 and as per direction of the Engineer in charge. |
| 2 | Steel work welded in built up section/framed work including cutting, hoisting, fixing in position and applying a priming coat of approved steel primerusing steel etc. complete as required. In graings, frames, guard bar, railing brackets, gates and similar works,all complete. |
| 3 | Hiring charge of welding set of single phase with operating staffs and carrying upto site of work including loading (Both way) complete as per direction of Engineer in charge. |
| 4 | Providing and fixing MS bolts including nuts and washer complete as per standard design Upto 300mm length |
| 5 | Providing and laying cement concrete in retaining walls, return walls ( any thickness) including attatched pilasters, columns, piers, abutments pillars, posts, sturts, buttress, string or lacing courses, parapets, coping bed blocks, anchor blocks, plain window sills, fillets, sunken floor etc. upto floor five level, excluding the cost of centering shuttering and finishing. 1:2:4 (1 cement: 2 fine sand : 4 graded well burnt brick aggregate 20mm nominal size) |
| 6 | First class brick work in foundation and plinth including cost of all materials are required complete:- In cement mortal 1:4 (1 cement : 4 fine sand) |
| 7 | Reinforcement for R.C.C work including straightening, cutting, binding all complete upto plinth level. Mild steel and medium steel tensile steel bars. |
| 8 | 12 mm cement plaster of mix cement mortar 1:4 ( 1 cement ; 4 fine sand) |
| 9 | Taking out the flap shutter of sluice gate of M.S angle fixed in clamp loading unloading carriage to work site of work by mechanical transport with all lead and carriage of new shutter to work site including loading unlaoding and fixing to angle properly including fixing of nuts etc as per direction of the Engineeer in charge. |
| 10 | Desilting of earth, silt, garbage, slush and other slid desposits etc. from the existing canal manually to bring it to the required section for smooth flow in the canal including disposal of excavated material outside of the canal with a lead of 50 m and all lifts including excluding execution of work in or under water, liquid and under foul conditions including the cost of taking care of canal section. Dewatering of stagnent or flowing or seepage water/sludge/liquid marsy entering into the canal from any sources as required for satisfactory execution of work including taking out the excavated material outside the canal as per direction of Engineer-in-charge. Disposal of excavated materials, such as earth, silth, garbage, slush and other solid deposits etc. to be deposited & properly levellled over the canal embankment. Please Enable Macros to View BoQ information |
