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| 1 | Ordinary jungle clearance of both banks of running distributaries, minors and drains with discharge upto 9cum/s including boundary road Discharge exceeding 1.5 cum/s but upto 4.5 cum/s |
| 2 | Ordinary jungle clearance of both banks of running distributaries, minors and drains with discharge upto 9cum/s including boundary road Discharge upto 1.5 cum/s |
| 3 | 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 excluding royalty as per drawing design specifications and instructions of engineer in charge |
| 4 | Compaction Extra for laying earth/fly ash as per specifications in 20 cm. Layers and dressing but excluding cost of rolling. |
| 5 | Compaction Extra for watering the earth/fly ash laid in 20 cm layers as per specifications for compaction. |
| 6 | Compaction Extra for rolling to specifications. |
| 7 | Earth work for lip cutting for lining of irrigation channels inclusive of all allowances, lead and dressing 0 to 1.5 m depth |
| 8 | Earth work for lip cutting for lining of irrigation channels inclusive of all allowances, lead and dressing 1.5 to 3.0 m depth |
| 9 | Dressing of bed and preparation of side slope for lining |
| 10 | Dressing side slopes and preparation of sub grade for lining. |
| 11 | Dressing of earth work New work or remodeling work |
| 12 | Cement concrete lining 75mm. thick or less laid manually for irrigation channels, using cement concrete M- 15 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 |
| 13 | 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 |
| 14 | Dag-belling Single Kassi stroke minimum 7.5 cm depth. |
| 15 | LDPE film of 150 micron over sleepers for construction and expansion joints |
| 16 | Extra bitumen painting at 0.69 Kg. per Sqm. |
| 17 | Filling expansion joints with special impervious hot pour as per design and speifications |
| 18 | Excavation in Soil (any type) using Hydraulic Excavator CK 90 with hydraulic excavator of 0.9 cum bucket capacity including cutting, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, including all lifts and combined lead upto 30m. |
| 19 | Earth work in excavation in foundations trenchesetc. 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. |
| 20 | Rehandling of Earthwork. Complete in all respect as per drawings,designs, specifications and instructions of Engineer- in-charge. |
| 21 | 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. |
| 22 | Construction of Outlet Non Patrol Bank |
| 23 | Construction of Outlet Patrol Bank |
| 24 | Construction of Tail Cluster |
| 25 | Any other item if any Please Enable Macros to View BoQ information |
