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| 1 | Lining of Water course of RD 5607-R |
| 2 | Earth work undressed involving an average horizontal throw up to 2 m and an average vertical lift up to 0.5 m including breaking of clods. |
| 3 | Earthwork undressed with combined lead upto 15 m including breaking of clods. |
| 4 | Dressing of new earthwork |
| 5 | Earthwork filling in 0.152 m layers in foundation, including ramming,watering and consolidation under bed. |
| 6 | Rehandling of earthwork recently executed |
| 7 | Dag belling single Kassi stroke minimum 7.5 cm depth. |
| 8 | 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. |
| 9 | Dismantling brick work, tile masonry or tile lining (in cement mortar). |
| 10 | Dressing of Bed and prepration of sub grade for lining complete in all respect as per pwd specification. |
| 11 | First class burnt brick work 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 side walls |
| 14 | Supplying of RCC Shutter with One Extra Frame for Nakka and Branch Offtakes |
| 15 | Fixing of frame |
| 16 | Supplying & laying dry brick bats |
| 17 | Cement Concrete 1:3:6 with stone ballast or shingle work 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 | 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. |
| 20 | Applying Bitumen Primer coat on side of lining and top of sleeper for construction joint, Expansion Joint & Contraction Joint. Complete in all respect. |
| 21 | Filling expansion joints with special impervious hot pour 12.5 mm wide. |
| 22 | Filling Contraction/Construction Joint with special impervious hot pour 12.5mm wide. |
| 23 | Any other item Misc. item |
| 24 | Any other item Please Enable Macros to View BoQ information |
