GE 861 EWS-62(T)/2025-26

Excavation in trenches not exceeding 1.5mtr wide and not exceeding 1.5m deep for laying pipe line including getting out in soft / loose soil complete all as specified and directed by Engineer-in-Charge.

Returning filling in , including spreading , levelling,watering and well ramming in layers not exceeding 25cm thick , in any type of soil complete all as specified and directed by Engineer-in-Charge.

Removing excavated material (Soils) not exceeding 50.00 mtr and depositing where directed at a level not exceeding 1.5 mtr above the starting point complete all as specified and directed by Engineer-in-Charge.

Material & Labour for lagging to pipes (for the 20mm GI tubing ) used in external water supply of plumbing all around with 25mm thick bonded mineral wool pre-formed. SNAPON pipe section of density 144 Kg/Cum conforming to IS-9842 or equivalent and provided chicken wire mesh netting 25 gauge 20mm meshing and plaster of Peris 3mm to 5 mm thick all around the mesh after breaking old unservicable / broken lagging complete all as specified and directed by Engineer-in-Charge .

Material & Labour for lagging to pipes (for 25mm GI tubing ) used in external water supply of plumbing all around with 25mm thick bonded mineral wool pre-formed. SNAPON pipe section of density 144 Kg/Cum conforming to IS-9842 or equivalent and provided chicken wire mesh netting 25gauge 20mm meshing and plaster of Peris 3mm to 5 mm thick all around the mesh after breaking old old unservicable / broken lagging complete all as specified and directed by Engineer-in-Charge .

Material & Labour for lagging to pipes (for 15mm GI tubing) used in external water supply of plumbing all around with 25mm thick bonded mineral wool pre-formed. SNAPON pipe section of density 144 Kg/Cum conforming to IS-9842 or equivalent and provided chicken wire mesh netting 25gauge 20mm meshing and plaster of Peris 3mm to 5 mm thick all around the mesh after breaking old old unservicable/ broken lagging complete all as specified and directed by Engineer-in-Charge .

Taking up or down of size of 15 mm bore GI/steel tubing complete all as specified and directed by Engineer-in-Charge. Note: Excavation and earth work shall be measured and paid seperately under appropriate item of Schedule 'A' BoQ.

Taking up or down of size of 20 mm bore GI/steel tubing complete all as specified and directed by Engineer-in-Charge. Note: Excavation and earth work shall be measured and paid seperately under appropriate item of Schedule 'A' BoQ.

Taking up or down of size of 25/32 mm bore GI/steel tubing complete all as specified and directed by Engineer-in-Charge. Note: Excavation and earth work shall be measured and paid seperately under appropriate item of Schedule 'A' BoQ.

Taking up or down of size of 40/50 mm bore GI/steel tubing complete all as specified and directed by Engineer-in-Charge. Note: Excavation and earth work shall be measured and paid seperately under appropriate item of Schedule 'A' BoQ.