Tender For Maintenance Jobs At Outlets In Faridkot, Muktsar And Fazilka Distt. Of Bhatinda Retail Ro---Surface Dressing Of The Ground Including Removing Small Plants, Bushes , Vegetation ( Dia Less Than 4 ) And Making Surface Levelled And Disposal Of Rubbish Outside Hpcls Premises To An Unobjectionable Place, As Directed By The Engineer In Charge., Excavation For Foundation Upto Required Depth Below Existing Ground Level Up To 1.5M In Any Tyoe Odf Soil Except Hard Rock. Rate To Include Dressing The Sides And Bottom, Bailing Out Of Water If Encountered, Shoring, Strutting, Backfilling After The Construction Of Foundation, Trenches / Plinth Beam Etccompacting By The Side Of The Foundation And Disposal Of Surplus Excavated Earth Within / Outside Hpcls Premises To An Unobjectionable Place, As Directed By The Engineer In Charge Including Spreading, Watering And Compaction, Complete. The Measurement Of The Excavation Would Be Based On Actual Depth Of Excavation With Applicable Rate For Different Depths., Excavation For Foundation Upto Required Depth Below Ground Level In Any Type Of Soil Except Hard Rock . Rate To Include Dressing The Sides And Bottom, Bailing Out Of Water If Encountered, Shoring, Strutting, Backfilling After The Construction Of Foundation, Foundation, Trenches / Plinth Beam Etc Compacting By The Side Of The Foundation And Disposal Of Surplus Excavated Earth Within / Outside Hpcls Premises To An Unobjectionable Place, As Directed By The Engineer In Charge Including Spreading, Watering And Compaction, Complete . The Measurement Of The Excavation Would Be Based On Actual Depth Of Excavation With Applicable Rate For Different Depths.Excavation In Earth Upto 3 M, Excavation For Foundation Upto Required Depth Below Ground Level In Any Type Of Soil Except Hard Rock . Rate To Include Dressing The Sides And Bottom, Bailing Out Of Water If Encountered, Shoring, Strutting, Backfilling After The Construction Of Foundation, Compacting By The Side Of The Foundation And Disposal Of Surplus Excavated Earth Within / Outside Hpcls Premises To An Unobjectionable Place, As Directed By The Engineer In Charge Including Spreading, Watering And Compaction, Complete . The Measurement Of The Excavation Would Be Based On Actual Depth Of Excavation With Applicable Rate For Different Depths. Excavation In Earth Between 3 To 4.5, Excavation For Foundation Upto Required Depth Below Existing Ground Level Up To 1.5 M. Depth In Concrete Road By Chiselling / Pneumatic Drilling . Rate To Include Dressing The Sides And Bottom, Bailing Out Of Water If Encountered, Shoring, Strutting, Backfilling After The Job To Restore The Original State Of The Ground And Disposal Of Surplus Excavated Earth Within / Outside Hpcls Premises To An Unobjectionable Place, As Directed By The Engineer In Charge Including Curing, Watering And Compaction And Complete . The Measurement Of The Excavation Would Be Based On Actual Depth Of Excavation, Excavation For Foundation Upto Required In Hard Rock And Excavation Shall Be Done By Chiselling / Pneumatic Drilling Or Blasting. Rate To Include Dressing The Sides And Bottom, Bailing Out Of Water If Encountered, Shoring, Strutting, Backfilling After The Construction Of Foundation, Trenches / Plinth Beam Etc Compacting By The Side Of The Foundation And Disposal Of Surplus Excavated Earth Within / Outside Hpcls Premises To An Unobjectionable Place, As Directed By The Engineer In Charge Including Spreading, Watering And Compaction, Complete . The Measurement Of The Excavation Would Be Based On Actual Depth Of Excavation With Applicable Rate For Different Depths. Excavation In Hard Rock 1.5 Mts- 3.0 Mts
