Strengthening and Protection of canal bank by RCC Canal trough from RD 1900 m. to 2080m. of Tenkar Gujniguda Minor of TMIP

Earthwork in excavation in foundation in all kind of soil including rough dressing & levelling the bed of foundation, breaking the clods to maximum 5cm to 7cm and laying the excavated materials in the earmarked place in layers not exceeding 0.30 M in depth with all lead, lif & de-lift excluding GST & including labour charges tools and plants, taxes, cess, rehandling of the excavated materials, if required etc, all costs incidental to the work all complete as per specification and direction of the Engineer-in-Charge

Plain cement concrete of grade M 15 with 40mm and down graded hard granite crusher broken aggregates including cost conveyance, royalty of material ...etc complete as per drawing and technical specification as directed by the Engineer-in charge

Reinforced cement concrete of grade M 20 with 20mm and down graded hard granite crusher broken aggregates including cost conveyance, royalty of material etc complete as per drawing and technical specification as directed by the Engineer-in charge.

Supplying, providing, straightening the colled or bent up HYSD bars, cutting, bending, binding, fitting and placing the bars in position with ties and chairs spacers and binding wire 18 to 20 gauge, lapping, splicing, welding the joints wherever necessary for R C.C works as per approved design, drawing with all leads, lifts & delfts, cost of all materials including binding wire carriage. Otl labour charges, cess, and taxes and providing illumination if required supplying of all machineries including mobilization and demobilization, equipments, T&P, all costs incidental to the work, sundries etc. complete as per the specification and direction of the Engineer-in-Charge

Providing Rigid & smooth centering & shuttering for RCC walls, fins etc at any height/depth and dismantling them after specified period after casting with removing the debries from worksite excluding GST & including cost, conveyance, taxes of all materiais, labour charges, tools & plants, cess and all lead, lift & de-lift, all costs incidental to the work etc; complete as per specification and direction of the Engineer-in-Charge.

Filling in foundation and plinth with approved quality of previously excavated earth in layers not exceeding 225 mm in depth including watering, ramming, re-handling of earth, if required, excluding GST and including cost of labour charges, cess, tools & plants, taxes, cost & carriage of water, all lead, lift & de-lift & all cost incidental to the work etc. complete as per specification and as per direction of the Engineer-In-Charge.

Earthwork in filling with hard soil within initial lead and lift including rough dressing & breaking the clods to maximum 5cm to 7cm and laying the excavated materials in the earmarked place in layers not exceeding 0.30 M in depth exeluding GST but including labour charges tools and plants, taxes, cess, rehandling of the excavated materials, if required etc, all costs incidental to the work all complete as per specification and direction of the Engineer-in-Charge.

Earthwork in desilting in ordinary soil within initial lead and lift including rough dressing & breaking the clods to maximum 5cm to 7cm and laying the excavated materials in the earmarked place in layers not exceeding 0.30 Min depth excluding GST but including labour charges tools and plants, taxes, cess, rehandling of the excavated materials, if required etc, all costs incidental to the work all complete as per specification and direction of the Engineer-in-Charge