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| 1 | Brick Lining of Water course of RD 32000-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 (-) 20% less of 6.2 (a) |
| 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 | Dressing of Bed and prepration of sub grade for lining complete in all respect as per pwd specification. |
| 10 | Preparing watering and ramming surface for laying concrete (horizontal Surface for irrigation channels) |
| 11 | Compaction of earth work & Preparation of sub grade including loosening, leveling of earth 225mm thick top layer, rough dressing of soil, final dressing of earth to give level, camber, watering,rolling with road roller, compacting the bed to achieve minimum dry density as given in the Table 300-2 as per Technical clause 305 of MORT&H specifications. (In case of link roadsearth work to be done by villagers) |
| 12 | Dismantling brick work, tile masonry or tile lining (in cement mortar). |
| 13 | First class burnt brick work laid in cement sand mortar 1:6 in foundation and plinth. |
| 14 | 10 mm thick cement plaster with cement sand mortar 1:4 on side walls. |
| 15 | 10 mm thick cement plaster with cement sand mortar 1:4 on bed & top of side walls |
| 16 | RCC work hand mixed 1:2:4 for slab including steel reinforcement |
| 17 | Shuttering for faces of concrete foundations and foundation beam & plinth beam (vertical or battering) |
| 18 | Supplying of RCC Shutter with Extra Frame & Branch Offtakes |
| 19 | Fixing of frame |
| 20 | Supplying & laying dry brick bats |
| 21 | Cement concrete M-20 (Design Mix) using computerised concrete batch mixing plant. |
| 22 | Cement Concrete 1:3:6 with stone Ballast or Shingle work mixing by Mechanical means using Concrete Mixer Volumetric Type |
| 23 | 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 |
| 24 | 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. |
| 25 | Applying Bitumen Primer coat on side of lining and top of sleeper for construction joint, Expansion Joint & Contraction Joint. Complete in all respect. |
| 26 | Filling expansion joints with special impervious hot pour 12.5 mm wide. |
| 27 | Filling Contraction/construction Joint with special impervious hot pour 12.5mm wide. |
| 28 | Supply of fuel for running Slip forming machine for construction of rectangular concrete watercourse |
| 29 | Hiring Charges of crane (35 tonnes capacity) for lifting of Slip forming Machine. |
| 30 | Any Other Item (Antisole Admixture for curing compound) |
| 31 | Any Other Item. CSR+ZP |
| 32 | Any Other Item. Please Enable Macros to View BoQ information |
