|
| 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 15m including breaking of clods. CSR Item 6.2 (b) |
| 3 | Dressing of New Earthwork CSR Item 6.3 (i) |
| 4 | Earthwork filling In 0.152m Layers in foundation including Ramming, Watering And Consolidation under bed. CSR Item 6.8 (b-i) |
| 5 | Re-handling of earthwork recently executed 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 | Dressing of Bed and Preparation of Sub-grade for Lining. CSR Item 19.1 |
| 9 | Preparing watering and ramming surface for laying concrete (horizontal Surface for irrigation channels) CSR Item 10.35 (b-i) |
| 10 | Dismantling Brick Work in Cement 8.5(b) |
| 11 | First Class Burnt Brick laid in 1:6 Cement Sand Mortar for Bed & Side walls CSR Item 11.3 (i) |
| 12 | 10 mm thick Cement Plaster 1:4 on Side Walls CSR Item 15.6 |
| 13 | 10 mm thick Cement Plaster 1:4 on bed & top of side walls CSR Item 15.38 |
| 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 bettering). CSR item 9.1 |
| 16 | Supplying of RCC Shutter with Extra Frame. |
| 17 | Fixing of Frame |
| 18 | Supplying & Laying Dry Brick Bats. |
| 19 | Cement concrete M-20 (Design Mix) using computerised concrete batch mixing plant. |
| 20 | Cement Concrete 1:3:6 with stone Ballast or Shingle work mixing by Mechanical means using Concrete Mixer Volumetric Type. CSR Item 10.12 (a-ii) |
| 21 | 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. |
| 22 | 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. |
| 23 | Applying Bitumen Primer coat on side of lining and top of sleeper for construction joint, Expansion Joint &Contraction Joint. Complete in all respect. CSR item 13.54 |
| 24 | Filling expansion joints with special impervious hot pour 12.5mm wide. CSR item 19.16 |
| 25 | Filling Contraction/Construction Joint with special impervious hot pour 12.5mm wide. CSR item 19.16 |
| 26 | Supply of fuel for running Slip forming machine for construction of rectangular concrete watercourse |
| 27 | Hiring Charges of crane (35 tonnes capacity) for lifting of Slip forming Machine. |
| 28 | Any Other Item (Antisole Admixture for curing compound) |
| 29 | Any Other Item. CSR+ZP |
| 30 | Any Other Item. Please Enable Macros to View BoQ information |
