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| 1 | Extra for laying earth/fly ash as per specifications for compaction in 20 cm layersand dressing, watering , rolling as per specifications for compaction |
| 2 | Dressing of Earthwork (New) |
| 3 | Earth work for lip cutting for lining of irrigation channels inclusive of all allowances, lead and dressing. 0 to 1.5 mtr depth |
| 4 | Earthwork excavation in foundation, trenches etc. in all kinds of soil where pickjumper work is not involved and not exceeding 2.0 metres depth including dressing of bottom and side 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 a lead of 30 metres.(sleepers + Coping) |
| 5 | Dressing of Side Slopes and prepration of sub grade for lining complete in all respect as per PWD specification |
| 6 | Laying cement water slurry 1:3, with cement @ 2.25 kg/sqms as on prepared side slopes before laying concrete on side slopes. |
| 7 | Cement concrete lining 75mm thick or less laid mannualy for irrigation channels using cement concrete M-15 with cement contant 325 kg per cum mixed an automatic computerized batching and mixing plant and transported to the site in transit mixers & with an average lead of 1km (For Trapozoidal Section andCup Section of all radius) For bed &side slopes |
| 8 | Cement concrete lining 75mm thick or less laid mannualy for irrigation channels using cement concrete M-15 with cement contant 325 kg per cum mixed an automatic computerized batching and mixing plant and transported to the site in transit mixers & with an average lead of 1km (For Trapozoidal Section andCup Section of all radius) For Sleeper |
| 9 | Cement concrete lining 75mm thick or less laid mannualy for irrigation channels using cement concrete M-15 with cement contant 325 kg per cum mixed an automatic computerized batching and mixing plant and transported to the site in transit mixers & with an average lead of 1km (For Trapozoidal Section andCup Section of all radius) For Coping |
| 10 | Shuttering for faces of concrete lining on side slopes and bed complete in allrespect as per design/drawing and PWD specifications |
| 11 | Extra bitumen painting at 0.69 per sqm (on sleeper) |
| 12 | Providing & laying 150 micron Polyethene Sheet over sleeper |
| 13 | Dismantling of PCC including T&P scaffolding wherever necessary, sorting thedismantled material, disposal of unserviceable material. & staking the serviceable material with all lifts & lead of 100 mtr (By Mechanical Means) |
| 14 | Filling of contraction/ construction joints sealing compound including supplycarriage, of material complete in all respect as per design/drawing and PWDspecifications |
| 15 | Excavation of Soil using Hyraulic Excavator and hydraulic Tractor Trolly I/Ccutting and loading in Trolly and transporting to the embankment locations with all lifts and leads with avg lead disposal carriage upto 3.00 km i/c all pucca Please Enable Macros to View BoQ information |
