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| 1 | Ordinary Jungle Clearance of both banks running disbutaries, Minors and drains with Discharge upto 9cum/s including boundary road having Discharge up to 1.5 Cum/s .Complete in all respect as per drawings, designs,specifications and instructions of Engineer-in-charge. |
| 2 | Excavation in soil (any type) using hydraulic excavator CK 90 with hydraulic excavator of 0.90 cum bucket capacity including cutting and loading in trolley, trimming bottom and side slopes in accordance with requirements of lines, grades and cross sections including all lifts and combined lead upto 30 m |
| 3 | Dressing of earthwork New work or remodling work. |
| 4 | E/work for lip cutting for lining of irrigation Channels inclusive of all allowances, lead and dressing. Complete in all respect as per drawings, designs,specifications and instructions of Engineer-in-charge.(up to 1.50 mt depth) |
| 5 | Remodelling/refixing of Outlet (Patrolling Side) |
| 6 | Earthwork excavation in foundation, 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 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.complete in all respect as per drawings,designs,specifications and instructions of Engineer-in-charge |
| 7 | Dressing of Side Slopes and prepration of sub grade for lining complete in all respect as per drawings,designs,specifications and instructions of Engineer-in-charge |
| 8 | Dressing of Bed and prepration of sub grade for lining complete in all respect as per complete in all respect as per drawings,designs,specifications and instructions of Engineer-in-charge |
| 9 | Putting 1:3 (Cement Water) Cement water slurry with cement @ 2.25 kg per Sqmt as on prepared side slopes before laying concrete on side slopes including supply and carriage & loading unloading of all materials complete in all respect as per PWD specifications and engineer-in-charge. |
| 10 | Dismantling of plain Cement Concrete 1:3:6 |
| 11 | Remodelling/refixing of Outlet (Non-Patrolling Side) |
| 12 | Cement concrete lining 75mm thick less laid manually for irrigation channels, using cement concrete M-15 with cement content 325 kg/cum mixed in an automatic to the site in transit computerized transported mixers with an average lead of 1 Km (FOR TRAPEZOIDAL SECTION AND CUP SECTION OF ALL RADII).Complete in all respect as per drawings, designs,specifications and instructions of Engineer-in-charge.(for Sleeper+coping) |
| 13 | Cement concrete lining 75mm thick less laid manually for irrigation channels, using cement concrete M-15 with cement content 325 kg/cum mixed in an automatic to the site in transit computerized transported mixers with an average lead of 1 Km (FOR TRAPEZOIDAL SECTION AND CUP SECTION OF ALL RADII).Complete in all respect as per drawings, designs,specifications and instructions of Engineer-in-charge. |
| 14 | \\"Shuttering for faces of concrete foundations and foundation beam & plinth beam (vertical or battering)\\" |
| 15 | supplying and fixing distance marks |
| 16 | Filling expansion joints with special impervious hot pour 12.5 mm wide.Complete in all respect as per drawings, designs,specifications and instructions of Engineer-in-charge. |
| 17 | Extra bitumen painting over concrete surface at joints @ 0.69 kg per Sqm.Complete in all respect as per drawings, designs,specifications and instructions of Engineer-in-charge. |
| 18 | Supplying and Laying LDPE film of 150 microm thickness as approved by engineer incharge pasting on faces of sleepers including laying in position, carriage to site, jointing/welding etc. Complete in all respect as per drawings, designs,specifications and instructions of Engineer-in-charge. |
| 19 | Dag belling single Kassi stroke minimum 7.5 cm depth.Complete in all respect as per drawings, designs,specifications and instructions of Engineer-in-charge. |
| 20 | Dismantling brick work |
| 21 | Providing boundary pillars |
| 22 | 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. Complete in all respect as per drawings,designss, specifications and instructions of Engineer-in-charge |
| 23 | compaction complete in all respect as per drawings, designs, specifications and instructions of Engineer in charge |
| 24 | Extra for laying earth/fly ash as per specifications in 20 cm. Layers and dressing but excluding cost of rolling. Complete in all respect as per drawings, designs, specifications and instructions of Engineer-in-charge |
| 25 | Extra for watering the earth/fly ash laid in 20 cm layers as per specifications for compaction. Complete in all respect as per drawings, designs, specifications and instructions of Engineer-in-charge |
| 26 | Extra for rolling to specifications. Complete in all respect as per drawings, designs,specifications and instructions of Engineer-in-charge. |
| 27 | Filling contraction/constrution joints with imprvious hot pour as per deign and technical specifications Please Enable Macros to View BoQ information |