Construction of Checkdam across Sankarabarani River between V.Nerkunam and Vazhuthavur villages in Vikkiravandi Taluk of Viluppuram District.

Clearing scrub jungle etc, complete complying with standard specifications and as directed by the departmental officers

Dewatering using upto 7.5HP diesel engine pumset including Hire charges, cost of Diesel, Engine oil, Pump operator, labour charges, conveyance of pumpset and fuel to site and back, loading, unhloading and any other incidental charges etc., complete complying with standard specification and as directed by the departmental officers.

Regrading the river bed including jungle clearance deploying the heavy machinery like dozer on use hour basis including cost of hire charges, fuel, labour etc, complete complying with standard specifications and as directed by the departmental officers.(D 80A12 / 150Cum)

Earth work excavation by deploying earth moving machinery including jungle clearance and depositing in low lying area the same as shown by the departmental officers including levelling ,excluding formation of bund etc, complete complying with standard specifications and as directed by the departmental officers.

Earthwork in all soil except hard rock requring blasting and conveying for formation of bund with lead of 2.00 Km deploying earth moving machineries and tippers in layers of 15 cm thick including benching formation of bunds,breaking clods sectioning and extra watering and consolidation by power roller including hire charges at site also including mineral cost sengruoiage cost and other taxes (Revenue Depertment )etc, complete complying with standard specification and as directed by the departmental officers

First depth of 2 Metre

Second depth of 2 - 4 Metre

Earthwork excavation for foundation in all soils and sub soils and to full depth as may be directed by the departmental officers except hard rock requiring blasting including shoring, strutting, and bailing water wherever necessary and refilling sides of foundation with excavated soil in layers of not exceeding 15Cm thick well rammed and consolidated and depositing including all initial leads and initial lifts etc complete complying with standard specifications and as directed by departmental officers (Open Excavation)

Earthwork excavation for foundation in all soils and sub soils and to full depth as may be directed by the departmental officers except hard rock requiring blasting including shoring, strutting, and bailing water wherever necessary and refilling sides of foundation with excavated soil in layers of not exceeding 15Cm thick well rammed and consolidated and depositing including all initial leads and initial lifts etc complete complying with standard specifications and as directed by departmental officers (Narrow Excavation).