Public Works Department Tender

Excavation in earthwork in hilly area all heights and depths, in all kind of soils including saturated soil comprising of mixed soil, ordinary rock and hard rock. All work of rock cutting by blasting shall be carried out by taking all necessary precautions against soil erosion, damage to hill side, water pollution, etc. and to protect stability of hill side. Rock shall be excavated with chiseling and wedging out rock (where blasting is prohibited). All earth work in cutting/excavation, including rock excavation shall be carried out true to lines, grades, side slopes, width, camber, super-elevation and level as shown on the drawings or as directed by the Engineer-in-charge, in conformity with the requirement of technical specification of Ministry of Rural Development for Rural Roads August, 2004 (Two Thousand Four),and clause 16.2 (Sixteen point two) of Genral condition for Contract to achieve designed formation width including hauling and stacking of material useful for construction at suitable sites and safe disposal of unsuitable cut materials by all modes of transportations in all leads and lifts at specified places. in specified manner, systematically with due consideration to avoiding adverse effects on environment, trimming, filling of unevenness, blind age and finishing of the road to specified dimensions to the entire satisfaction as directed by the Engineer-in charge for smooth riding. The recovery for stones, whether useful or not, for 82.85 cubic metre(Eighty Two point Eighty five cubic metre ) in all cases at the rate of Rupees 170/= only (Rupees One hundred Seventy only) per cubic meter shall be effected on prorate basis.. Any loss to the public and private property during the course of excavation shall be the absolute responsibility of the contractor, which shall have to be duly compensated by him in all cases.

Preparation of sub grade by dressing to camber (Earth work for cutting involved for sub grade to be measured and paid for seprately) depending upon the classification of soil including all leads, lifts and carriage of materials, as per the direction of the Engineer-in-Charge.

Consolidation of sub grade with road roller including making good the undulations etc. with earth or quarry soil etc., and re-rolling the sub grade including all leads, lifts and carriage of materials, as per the direction of the Engineer-in-Charge.