TGGENCO

Excavation for road work in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross-sections, and transporting to the required location with all lifts and lead upto 1000 m as per Technical Specification Clause 301 MORTH and Complete finished item of work as directed by the Engineer-in-charge.

Providing filling with soil/ dismantled concrete powder within the plant premises from approved dump areas in layers not more than 25cm before compaction including cost of all materials, machinery, labour, all operations such as re-excavation, sorting out, transporting, spreading in layer of specified thickness, breaking clods, sectioning, watering, compacting each layer to achieve density control of not less than 98 percent or as stipulated by Sheep foot roller / Vibratory roller/ 8 to 10 tonne power roller etc., Complete with initial lead upto 2 km and all lifts

Soling with 150 to 200mm size HBG stone including 25% of Metal of 40 to 80 mm size for packing and 20% Gravel for filling interstices and compacting with 80 - 100 kN Power Roller including hire charges of Power Roller, watering etc. Complete. as per the departmental specification and as directed by the Engineer-in-Charge including cost of materials, all labour charges, stacking for pre-measurement to the required quantity with all leads & lifts and incidental charges etc complete.

Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with grader in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density as per Technical Specification Clause 406 MORTH and complete finished item of work as directed by the Engineer-in-charge.