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| 1 | Earthwork Undressed involving an avg. horizontal throw upto 2 mtr. and an avg. Vertical Lift upto 0.5 mtr. including Breaking of Clods |
| 2 | Earthwork Undressed with combined Lead upto 15 mtr. including Breaking of clods. |
| 3 | Dressing of New Earthwork |
| 4 | Earthwork Filling in 0.152 mtr. layers in foundation, including ramming, watering and consolidation under bed. |
| 5 | Re-handling of earthwork recently executed |
| 6 | Dag belling single kassi stroke minimum 7.5 cm depth. |
| 7 | Dressing of Bed and Preparation of Sub-grade for Lining |
| 8 | First Class Burnt Brick laid in 1:6 Cement Sand Mortar |
| 9 | 10 mm thick Cement Plaster 1:4 on Side Walls |
| 10 | 10 mm thick Cement Plaster 1:4 on top of side wall |
| 11 | Supplying of RCC Shutter with One Extra Frame for Nakka and Branch Offtakes |
| 12 | Fixing of Shutter and Frames for Nakka and Branch Offtakes |
| 13 | Supplying & Laying Dry Brick Bats |
| 14 | Providing, lowering precast concrete NP2 plain end pipes with collar and reinforcement, in trenches to correct gradient and alignment, cutting of reinforcement cement concrete, plain end pipe stringing in trenches, jointing ends and fixing collars with cement mortar 1:2 as per IS 456:2003 into trenches for all depths and laying out same to correct alignment, gradients, levels etc complete RCC NP2 450mm pipe |
| 15 | Earth work in excavation in foundations trenches etc. in all kinds of soil where Pick-Jumper work is not involved and not exceeding 2.0 metres depth including dressing of bottom and sides of trenches, stacking the excavated soil clear from the edge of excavation and subsequent filling around masonry in 15 cm, layers with compaction including disposal of all surplus soil as directed within lead of 30 metres. |
| 16 | Shuttering for faces of concrete foundations and foundation beam & plinth beam (vertical or battering) |
| 17 | Cement concrete 1:3:6 (a) with stone ballast or shingle (ii) mixing by mechanical means using concrete mixer volumetric type |
| 18 | Putting 1:3 (Cement:water) cement slurry with cement @ 2.25 kg per sqm on prepared bed and side slopes before laying concrete on bed and side slopes |
| 19 | Filling Contraction/Construction joints with special impervious hot pour 12.5mm wide. |
| 20 | LDPE film of 100 micron over sleepers for contraction joints including supply and carriage & loading unloading of all material complete in all respect as per PWD specifications and engineer in charge |
| 21 | Extra bitumen painting at 0.69 Kg. per sqm Please Enable Macros to View BoQ information |
