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| 1 | Jungle Clearance for discharge upto 1.5 cum/s |
| 2 | Supply of wooden pegs for levelling work from canal or road plantation 40 mm to 50mm dia and 15cm to 23 cm long. Complete in all respect as per drawings, designs, specifications and instructions of Engineer- in-charge. |
| 3 | Construction of Outlet Non Patrol Bank |
| 4 | Construction of Outlet Patrol Bank |
| 5 | Excavation of Soil using Hyraulic Excavator and hydraulic Tractor Trolly I/C cutting and loading in Trolly and transporting to the embankment locations with all lifts and leads upto 3 km excluding Royality |
| 6 | Dressing bed and preparation of sub grade for lining. |
| 7 | Dressing side slopes and preparation of sub grade for lining. Complete in all respect as per drawings,designs, specifications and instructions of Engineer- in-charge. |
| 8 | Dressing of earth work for New work or remodeling work. Complete in all respect as per drawings,designs, specifications and instructions of Engineer- in-charge. |
| 9 | 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. |
| 10 | Extra for laying earth/fly ash as per specifications in 20 cm. Layers and dressing but excluding cost of rolling. |
| 11 | Extra for watering the earth/fly ash laid in 20 cm layers as per specifications for compaction. |
| 12 | Extra for rolling to specifications. |
| 13 | Cement concrete lining 75mm. thick or less laid manually for irrigation channels, using cement concrete M15 with cement content 325 kg/cum mixed in an automatic computerized Batching & Mixing Plant and transported to the site in transit mixers with an average lead of 1 Km(FOR TRAPEZOIDAL SECTION AND CUP SECTION OF ALL RADII) (For Lining ,Sleeper and coping) |
| 14 | 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. Complete in all respect as per drawings,designs, specifications and instructions of Engineer- in-charge. |
| 15 | Earth work for lip cutting for lining. 0 to 1.5 m depth |
| 16 | Fixing of boundary pillar,provided on both sides of distributary per 1000 feet interval |
| 17 | Fixing of distance marks provided per 500 feet interval |
| 18 | Dag-belling for Single Kassi stroke minimum 7.5 cm depth. Complete in all respect as per drawings,designs, specifications and instructions of Engineer- in-charge. |
| 19 | Filling expansion joint with special hot impervious hot pour 12.5mm wide including supply and carriage @1+67%=1.67 |
| 20 | Suppy and lying of LDPE Geomembran sheet for sleeper of 150 micron thickness as approved by engineer in charge pasting of sleepers includingg lying in position carrige to siteand jointing |
| 21 | Extra bitumen painting at 0.69 kg per sqm. Priming coat as per IS 3384-1985 for construction & expansion joints including supply and carriage & loading unloading of all material complete in all respect as per PWD specifications and engineer-in-charge. (CSR item 13.54) |
| 22 | Any other item if any Please Enable Macros to View BoQ information |
