Public Works Department Tender

Construction of embankement with approved material obtained from borrowpits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting with Static roller to meet requirement of Table 300-2 as per MORTH specification 305

Earthwork in excavation for roadway by mechnical means (hydraulic excavator) or manual means as per drawing and technical specification in all types of strata comprising of any of the materials such as soil,silt,sand,clay, gravel,murrum of all varieties, shingles, pebbles, all types of conglomerates, laterite rocks etc, soft rock, ordinary rocks or disintegrated rocks, fissured shattered / decomposed rock or weathered rock and all such materials as described under Appendix A to those specifications either in full or in parts as the case may be adopting mechanical means (hydraulic excavator) or any approved method or methods as the case may be convenient or permitted inclusive of chiseling and wedging etc. in all conditions such as dry, moist,saturated, submerged, foul condition etc. including setting out,construction of shoring and bracing, removal of stumps and other deleterious matter, dressing sides, ramming of bottoms, getting out the excavated soil/rock to be leveled and neatly dressed, pumping and bailing out of water, back filling the excavated earth to the extent required and utilizing the remaining earth locally for road work barricading, danger lighting, guarding and disposal of excavated earth,etc. as directed by the engineer in charge all complete including all leads and lifts and upto depth of excavation as per MoRT & H Specification 301.

Earthwork in excavation by mechanical means (hydraulic excavator)/manual means in foundation of structures of culvert, abutments ,piers, retaining wall etc. as per drawing and technical specification in all types of strata comprising of any of the materials such as soil,silt,sand,clay, gravel,murrum of all varieties, shingles, pebbles, all types of conglomerates, laterite rocks etc, soft rock, ordinary rocks, disintegrated rocks, fissured shattered / decomposed rock or weathered rock and all such materials as described under Appendix to those specifications either in full or in parts as the case may be adopting any approved method or methods as the case may be convenient or permitted inclusive of chiseling and wedging etc. in all conditions such as dry, moist,saturated, submerged, foul etc. including setting out,construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom, back filling the excavated earth to the extent required and utilizing the remaining earth locally for road work for all depths as per MoRT & H Specification 304,including pumping and bailing out of water, barricading, danger lighting, guarding and disposal of excavated earth,etc. as directed by the engineer in charge all complete.