Public Works Department Tender

Excavation in earthwork in hilly areas in all heights and depths, in all kind of soil 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 levels as shown on the drawings or as directed by the Engineer-in-charge, in conformity with the requirement of technical specification clause 1603.1 and 1603.2 to achieve designed formation width including hauling and stacking of material useful for construction at suitable sites and safe disposal of unsuitable cut materials in specified manner,up to all leads & lift and finishing of the road to specified dimensions or as directed by the Engineer-in charge for smooth riding. 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. The recovery of useful stone 658.40 cubic metre @ 300.00 per cubic metre amounting to Rs. 197520/- only shall be done on pro - rata basis from the quantity of cutting in earth work effected.

Earthwork in excavation for structures as per drawing and technical specification Clause 305 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal up to a lead of 50 (fifty) meter dressing of sides and bottom and backfilling in trenches with excavated suitable material and as per the directions of Engineer-in-Charge including carriage of material within all leads and lifts and other incidentals and to the entire satisfaction of the Engineer-in-Charge .

Providing and laying mechanically mixed & vibrated cement concrete 1:4:8 (one cement: four sand: eight graded crushed / broken stone aggregate 40 mm (forty milimeters) nominal size ) and curing complete including the cost of form work in Retaining walls Breast walls, in or under water complete including, pumping or bailing out water ,dewatering removal of slush as required at site which may arise at the time of laying under water complete for all heights/depths including cost of form work as per drawings and MORD technical specifications section/ clause 802, 803,1202 & 1203 and as per the directions of Engineer-in-Charge including carriage of material within all leads and lifts and other incidentals and to the entire satisfaction of the Engineer-in-Charge .