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| 1 | Supply and installation of dewatering pumps,with 24 hr. running period / day, including required MS / Suitable pipe line to divert the drainage & seepage flow with all materials labour T&P, & all incidental charges etc. complete in all respect and as per direction of the Engineer-in-Charge. For drainage section (2Mx2M), |
| 2 | For Weir structure |
| 3 | MS Shoring and shuttering trenches, pits including supply of all materials, labour and T&P etc all complete. For drainage section (2Mx2M) |
| 4 | for weir structureFor Crest of RCC weir |
| 5 | For Retaining wall of weir |
| 6 | For Outfall structure with cut-off wall |
| 7 | Earth work in all kinds of soil within 50mtr initial lead including rough dressing and breaking of clods to maximum 5cm to 7cm and laying in layers not exceeding 0.3mtr in depth as per direction of Engineer-in- charge. Up to 1.5m below Ground levelFor drainage section (2Mx2M) |
| 8 | for weir structureFor Crest of RCC weir |
| 9 | For Retaining wall of weir |
| 10 | For Apron weir |
| 11 | For Outfall structure with cut-off wall |
| 12 | Disposal of surplus earth, ordinary soil, slushy soil, earth mixed sand, debris of broken dismantled laterite, cement concrete work, RCC work and such other type of materials from the construction site within 5km initial lead and 1.5 km initial lift (in congested nearest road ) to a place as per direction of Engineer- in- Charge.For drainage section (2Mx2MF |
| 13 | for weir structure,For Crest of RCC weir, |
| 14 | For Retaining wall of weir, |
| 15 | For Apron weir |
| 16 | For Outfall structure with cut-off wall |
| 17 | Supplying all materials, labour and T&P for filling in foundation and plinth with sand well watered and rammed including cost, conveyance, royalty, taxes of all materials, labour and T&P required for the work etc. complete as per direction of Engineer-in-Charge.For drainage section (2Mx2M) |
| 18 | for weir structure,For Crest of RCC weir |
| 19 | For Retaining wall of weir |
| 20 | For Outfil structure with cut-off wall |
| 21 | Cement Concrete work of M-15 grade with 40mm and down grade black hard granite (crusher broken) stone chips including hoisting and laying. Up to 1.5m below Ground levelFor drainage section (2Mx2M),, |
| 22 | for weir structure,For Crest of RCC weir, |
| 23 | For Retaining wall of weir |
| 24 | For Outfall structure with cut-off wall |
| 25 | Grouting approns and revetment 23cm deep with cement concrete (1:3:6) with 2.5cm broken granite metal per 1sqm. For Weir struture, Up to 1.5m below ground level For Apron of weir, |
| 26 | 1.5-4.5m below Ground levelFor Apron of weir |
| 27 | R.C.C work of M-25 grade with 20mm and down grade black hard granite (crusher broken) stone chips including hoisting and laying.Upto 1.5m below Ground level For drainage section (2Mx2M), |
| 28 | For Outfall strture with cut of Wall |
| 29 | R.C.C work of M-30 grade with 20mm and down grade black hard granite (crusher broken) stone chips including hoisting and laying. Up to 1.5m below Ground Level (or) abvoe ground levelFor weir structure. For Crest of RCC weir, |
| 30 | For Retainign wall of weir |
| 31 | Rigid and smooth centering and shuttering for RCC works including false works and dismantling them after casting including cost of materials, complete in ground floor. i)RCC foundation plinth band and footing, bases of columns mass concrete pre-cast slab etc.Up yo 1.5m below Ground levelFor Outfall structure with cut of wall. |
| 32 | 1.5-7.5m below ground levelFor drainage section (2Mx2M) |
| 33 | For Crest of RCC weir |
| 34 | For Retaining wall of weir |
| 35 | ii) RCC walls and fins including attached pillastersUp to 1.5m below ground level or abvoe Ground levelFor drainage section (2Mx2M) |
| 36 | For crest of RCC weir |
| 37 | For Retaining wall of weir |
| 38 | For outfall structure with cut-off wall |
| 39 | iii) RCC floor and roof slab, landing balconies,projecting sun shades and chajja up to 4.3m height.For Drainage section (2Mx2M) |
| 40 | Supplying, fitting and placing uncoated HYSD bar reinforcement complete as per drawing and technical specification. Up to 1.5m below Ground level or abvoe ground levelFor drainage section (2Mx2M), |
| 41 | For Crest of RCC weir, |
| 42 | for Retaining of wall of weir, |
| 43 | For outfall strcuture with cut of wall |
| 44 | Providing weep holes in Brick masonry/ Plain/ Reinforced concrete abutment, wing wall/ return wall with 100 mm dia ASTM PVC(Schedule - 80) pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical Specification. (At 5m c/c on both faces of wall)For Draiange section (2Mx2M) |
| 45 | For Outfall structure with cut-off wall |
| 46 | Backfilling in foundation and plinth with excavated materials including watering and ramming as directed by the Engineer-in-charge.For driange section (2Mx2M) |
| 47 | For Crest of RCC weir |
| 48 | For Retaining wall of weir |
| 49 | For Outfall structure with cut-off wall |
| 50 | Rough stone dry packing in approns and revetments with hard granite stones (15cm to 30cm). For weir strcuture, for Apron of weir Please Enable Macros to View BoQ information |
