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| 1 | Earthwork undressed involving an average horizontal throw up to 2 mtr and an average vertical lift up to 0.5 mtr including breaking of clods.Item No.6.2(a) |
| 2 | Earthwork undressed with combined lead upto 15 Mtr. including breaking of clods.Item No.6.2(b) |
| 3 | Dressing of new Earth-work (Item No.6.3(i)) |
| 4 | Rehandling of Earthwork recently executed -20% less of Item 6.2 (a) |
| 5 | Dag belling, single kassi stroke with minimum of 7.5 cm depth. (Item No.6.18(a)) |
| 6 | Earthwork filling in 0.152 mtr layers in foundation including Ramming, Watering and Consolidation under Bed (item No:-6.8 b (i)) |
| 7 | Dressing of bed & preparation of subgrade for Lining in all respect as per PWD specification. (item No.19.1) |
| 8 | First class burnt brick works laid in 1:6 cement sand mortar in foundation and plinth including supply recarriage of bricks, cement (item no.11.3(i)) |
| 9 | 10mm thick cement plaster 1:4 on side walls (-) Rs. 1.25/- for scaffolding. (Item No. 15.6) |
| 10 | 10mm thick cement plaster 1:4 on bed & top |
| 11 | Centering and Shuttering for concrete faces (item No:-9.01) |
| 12 | RCC 1:2:4 Hand Mixed including steel reinforcement (item No. 10.13a (i) |
| 13 | Supplying and laying of Dry Brick Bats |
| 14 | Supply of R.C.C Shutter with one extra Frame for Nakka & Branch Offtakes |
| 15 | Fixing of Shutter & Frame for Nakka & Branch oftakes |
| 16 | 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. |
| 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 | Dismantling of Brick work in cement. |
| 24 | Any other item as per CSR Please Enable Macros to View BoQ information |