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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 |
| 2 | Earthwork Undressed with combined Lead upto 15 mtr. including Breaking of clods. |
| 3 | Dressing of New Earthwork |
| 4 | Earthwork Filling in 0.152 mtr. layers in foundation, including ramming, watering and consolidation under bed. |
| 5 | Re-handling of earthwork recently executed (-) 20% less of 6.2 (a) |
| 6 | Dag belling single kassi stroke minimum 7.5 cm depth. |
| 7 | Dressing of Bed and preparation of sub grade for lining complete in all respect as per pwd specification |
| 8 | Earth work in excavation in foundations, trenches etc. in allkinds 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 masonary in 15 cm layers with compaction including disposal of all surplus soil as directed within lead of 30 meters. |
| 9 | Preparing watering and ramming surface for laying concrete (horizontal Surface for irrigation channels) |
| 10 | Dismentalling Of Brick Work, tile masonry or tile lining (in cement mortar) |
| 11 | Laying Ist class burnt brick Masonry laid in 1:6 with CSM for Bed & Side Walls |
| 12 | 10mm thick Cement Plaster 1:4 ( for side walls ) |
| 13 | 10mm thick Cement Plaster 1:4 ( for Floors& Top ) |
| 14 | Supply & laying Dry Brick Bats |
| 15 | Centering and shuttering for faces of concrete |
| 16 | RCC work hand mixed 1:2:4 for slab including steel reinforcement. |
| 17 | Fixing of RCC Frame in Nakka |
| 18 | Cement Concrete M-20 (Design Mix) using computerised concrete batch mixing plant |
| 19 | Putting 1:3 (Cement:water) cement slurry with cement @ 2.25 kg per sqm on prepared bed and side slopes befor laying concrete on bed and side slopes |
| 20 | 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. |
| 21 | Applying Bitumen Primer coat on side of lining and top of sleeper for construction joint, Expansion Joint & Contraction Joint. Complete in all respect. |
| 22 | Filling contraction/construction joints with special impervious hot pour 12.5mm wide . |
| 23 | Filling expansion joints with special impervious hot pour 12.5 mm wide. |
| 24 | Supply of fuel for running Slip forming machine for construction of rectangular concrete watercourse |
| 25 | Hiring Charges of crane (35 tonnes capacity) for lifting of Slip forming Machine |
| 26 | Service, Repair and maintenance etc of Slip forming Machine |
| 27 | Shifting charges for Slip forming Machine Please Enable Macros to View BoQ information |
