Immediate repairs to existing roads inside Govardhan building Aquem Road id 63271 in Margao Constituency of Salcete Taluka.

Earthwork in excavation in foundation pipeline trenches in all types of strata comprising any of the material such as soil, silt, sand, clay, gravel, murrum of all varieties shingles, pebbles, all types of conglomerates, laterite rock etc. soft rock, ordinary rock, or disintegrated rock, fissured shattered/ decomposed rock or weathered rock , all such material 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 dressing sides, ramming of bottoms including getting out the excavated soil/rock to be levelled and neatly dressed including pumping & bailing out of water, barricading,danger lighting, guarding blasting prohibited and disposal of excavated earth as directed by the Engineer- in- charge, all complete including all leads and lifts and upto depth of excavation.

Rubble packing with hard laterite stone under floors including watering ramming and consolidating etc. in pipeline trenches and other foundations complete.

Providing and laying 50mm(consolidated thickness)full grout using granitic or basaltic stone of specified grading at 6.00 cu.m. per 100 sq.m. grouting with hot bitumen straight run bitumen(or with such bituminous material of grade and type as specified by the Engineer-in-Charge)at 5.0kg. per sq. m. binding with key aggregate of granitic or basaltic stone of specified grading at 1.5 cu.m. per 100 sq.m. including Providing and laying seal coat sealing the voids in a bituminious surface laid with F.E loader with 1 Cu.m. bucket capacity to the specified levels, grade and cross fall using Type A seal coat with 0.98 kg/sqm of bitumen of grade as per MoRT&H specifications clause 513.