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| 1 | Rewinding of submersible motor pump set of 15 HP including suplly of finolex/ISI marked rewinding wire, GM moter Bush, Rotor sleeve, CI Bowl, Wooden Sticks, GM neckring and Rotor Grinding Polishing and Balancing including cost of other Misc. Items and Labour after deduction Scrap value of material |
| 2 | Rewinding of submersible motor pump set of 25 HP including suplly of finolex/ISI marked rewinding wire, GM moter Bush, Rotor sleeve, CI Bowl, Wooden Sticks, GM neckring and Rotor Grinding Polishing and Balancing including cost of other Misc. Items and Labour after deduction Scrap value of material |
| 3 | Earthwork Undressed involving an avg. horizontal throw upto 2 mtr. and an avg. Vertical Lift upto 0.5 mtr. including Breaking of Clods |
| 4 | Earthwork Undressed with combined Lead upto 15 mtr. including Breaking of clods. |
| 5 | Dressing of New Earthwork |
| 6 | Earthwork Filling in 0.152 mtr. layers in foundation, including ramming, watering and consolidation under bed. |
| 7 | Rehandling of earthwork recently executed |
| 8 | Dag belling single kassi stroke minimum 7.5 cm depth. |
| 9 | 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. |
| 10 | Dressing of Bed and Preparation of Sub-grade for Lining complete in all respects as per pwd specifications |
| 11 | First Class Burnt Brick laid in cement sand mortar 1:6 in foundation and plinth |
| 12 | 10 mm thick Cement Plaster with cement sand mortar 1:4 on Side Walls |
| 13 | 10 mm thick Cement Plaster with cement sand mortar 1:4 on bed & top of sidewalls |
| 14 | RCC work hand mixed 1:2:4 for slab including steel reinforcement |
| 15 | Shuttering for faces of Concrete foundations and foundation beam & plinth beam (Vertical or battering) |
| 16 | Fixing of frame |
| 17 | Supplying & Laying Dry Brick Bats |
| 18 | Cement Concrete 1:3:6 with stone ballast or shingle work mixing by mechanical means using concrete mixer volumetric type |
| 19 | 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 |
| 20 | LDPE film of 150 micron over sleepers for construction & expansion joints including supply and carriage & loading unloading of all material complete in all respect as per PWD specification and Engineer in Charge. |
| 21 | Applying Bitumen Primer coat on side of lining and top of sleeper for construction joint, Expansion Joint & Contraction Joint. Complete in all respect. |
| 22 | Filling expansion joints with special impervious hot pour 12.5 mm wide. |
| 23 | Filling Contraction/Construction Joint with special impervious hot pour 12.5mm wide. |
| 24 | Providing, lowering 450 mm dia NP-3 pipes in trenches to correct gradient and alignment, jointing with tyton rubber joint and cutting of reinforced cement rubber joint and cutting of reinforced cement concrete spigot and socketed pipes and specials with rubber ring ISI marekd as per IS code IS 458-2003 into trenches for all alignment, gradients, levels etc. cutting of concrete beds and joints holes, supporting the pipes and specials in correct position in a suitable rigid manner while the same are being jointed and until the surrounding benchings, haunches and envelopes are completed. The pipes shall rest on the beds at all joints through their lengths and fixing of rubber ring, facing, testing the pipes for leakage and making good the same leakage and all defects to the entire satisfaction of the Engineerin-charge including all cartage etc. |
