Supply, Installation, Testing and Commissioning of Diesel Generator DG Set for Building B, New Market Complex Porvorim Goa

Clearing grass and removal of rubbish upto a distance of 50 m outside the periphery of the area

Surface dressing of ground including removing vegetation in equalities not exceeding 15 cm deep and disposal of rubbish lead upto 50 m and lift upto 1.5 m. : Ordinary Soil

Dismantling the tile work in floors and roofs laid in cement including stacking of materials within 50 meters lead for thickness of tiles 10mm to 60mm.

Relaying of existing Shot blasted cement concrete interlocking paver block available on site with any design / shape laid in 50 mm thick compacted bed of coarse sand, filling the joints with coarse sand, etc. all complete as per the direction of Engineer.- in charge.

Earthwork in excavation in foundation, pipeline trenches, drain (not exceeding 1.5m in width or 10 sq.m. on plan) in all types of stratas comprising of any type of materials such as soil, silt clay, sand, gravel, murrum of all types of conglomerates, laterite rock, soft rock, ordinary rock, disintegrated rock, fissured / shattered rock, decomposed rocks, weathered rock, etc and all such other materials either in full or part as the case may be adopting any method / methods as may be convenient or permitted including chiseling, wedging etc. in all conditions such as dry, moist, foul, saturated, submerged etc. as directed by Engineer etc. all complete including refilling, dressing of sides, ramming of bottom, including all lead and lift, including getting out the excavated soil as directed including pumping and bailing out water, barricading danger, lightening, guarding as directed by Engineer upto depth of 1.5m (Blasting Prohibited).

Earthwork in excavation over areas (exceeding 30cms in depth, 1.50m in width as well as 10sqmts on plan) in all types of stratas comprising of any type of materials such as soil, silt clay, sand, gravel, murrum of all types of conglomerates, laterite rock, soft rock, ordinary rock, disintegrated rock, fissured / shattered rock, decomposed rocks, weathered rock, etc and all such other materials either in full or part as the case may be adopting any method / methods as may be convenient or permitted including chiseling, wedging etc. in all conditions such as dry, moist, foul, saturated, submerged etc as directed by Engineer etc. all complete including refilling, dressing of sides, ramming of bottom, including all lead and lift, including getting out the excavated soil as directed including pumping and bailing out water, barricading danger, lightening, guarding as directed by Engineer upto depth of 1.5m (Blasting Prohibited).

Refilling the pipeline/foundation trenches plinth sides, foundation etc. with available excavated earth in layers not exceeding 20 cm depth consolidating each layer ramming and watering lead upto 50 M and all lifts and disposal of surplus earth as directed by Engineer in Charge.

Supplying and filling in plinth under floors, trenches including watering ramming consolidating, dressing, complete. A. Sand

Supplying and filling in plinth under floors, trenches including watering ramming consolidating, dressing, complete. B. Moorum

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