Minor Irrigation Department Tender

Clearing shrub jungles including uprooting tank vegetation, grass bushes, shrubs, saplings and trees of girth up to 300mm, removal of stumps of trees cut earlier and disposal of unserviciable material and stacking of serviceable materials including removal & disposal the debris clear outside the periphery with supply of all equipments ,labour T & P for the work and all taxes as per prevailing norm etc. complete as directed by the Engineer-in-Charge.

Excavation of any approved type of soil from borrow area by mechanical means loading into and transportation by transporting vehicles and unloading the soil with all leads, lifts and delifts on properly prepared and scientifically approved surface of dam and cut-off trench including dewatering whenever necessary and spreading and leveling the earth in layers of 15cm thick including re-handling of soils if required removal of all undesirable materials including all organic materials and breaking the clods to maximum 5cm to 7cm size and making ready for watering and rolling with light HRR up to all height of dam or dyke from the stripped surface above down stream filter blanket or cut-off trench as the case may be as per the design, drawing, specification including all leads, lifts, de-lifts & cost of materials, all taxes, royalties, with mobilization and demobilization, supplying , maintenance of all machineries and equipments, with all materials, labour and T & P required for the item including stripping of borrow area, construction, maintenance, watering and lighting of haul and approach roads from borrow area to work site, cost and construction of coffer dam inclusive of supervision charges including illumination of work site when ever required till completion of work in all respect as per the direction of the Engineer-in-charge. (Measurement of the fill to be taken on the finished, compacted, approved level section.)

Earth work in excavation in all kinds of soil with all leads and lifts and delifts etc. complete including rough dressing and breaking clods to maximum 5cm to 7cm in size and laying in layers not exceeding 0.30m in depth to proper slope and profile as per approved design and drawing with all labour and T & P materials required for the item complete in all respect as directed by the Engineer-in-charge(measurement will be taken on finished level section).