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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 CSR Item 6.2 (a) |
| 2 | Earthwork Undressed with combined Lead upto 15 mtr. including Breaking of clods. CSR Item 6.2 (b) |
| 3 | Dressing of New Earthwork CSR Item 6.3 (i) |
| 4 | Earthwork Filling in 0.152 mtr. layers in foundation, including ramming, watering and consolidation under bed. CSR Item 6.8 (b-i) |
| 5 | Re-handling of earthwork recently executed (-) 20% less of CSR Item 6.2 (a)-note II |
| 6 | Dag belling single kassi stroke minimum 7.5 cm depth. CSR Item 6.18 (a) |
| 7 | 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. |
| 8 | Dismantling brick work, tile masonry or tile lining (in cement mortar). |
| 9 | Dressing of Bed and Preparation of Sub-grade for Lining CSR Item 19.1 |
| 10 | First class burnt brick work laid in cement sand mortar 1:6 in foundation and plinth. |
| 11 | 10 mm thick Cement Plaster 1:4 on Side Walls CSR Item 15.6- 1.26 |
| 12 | 10 mm thick cement plaster with cement sand mortar 1:4 on bed & top of side walls |
| 13 | RCC work hand mixed 1:2:4 for slab including steel reinforcement |
| 14 | Shuttering for faces of concrete foundations and foundation beam & plinth beam (vertical or battering) |
| 15 | Fixing of frame |
| 16 | Supplying & Laying Dry Brick Bats (CSR item no. 10.29) |
| 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 100 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 Please Enable Macros to View BoQ information |
