Certain repair to sewage line, drains, manholes, garbage bin etc in Md Accn under AGE B/R-II at Tibri Mil Stn Gurdaspur.

Excavating in trenches, n exc 1.5 m wide and n exc 1.5m in depth; for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, etc. area n exc 10 sqm on plan and getting out in soft/loose soil all as directed.

Excavating in trenches, n exc 1.5 m wide, exc 1.5m and n exc 3.00m in depth; for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, etc. area n exc 10 sqm on plan in depth and getting out in soft/loose soil all as directed.

Returning filling in including spreading, levelling, watering and well ramming in layer n.exc 25cm thick each layer complete all as specified and directed.

Removing excavated soil to a distance not exc 50m away and depositing where directed at a level not exc 1.5m above the starting point complete all as specified and directed.

Demolition or breaking up 150 mm drain pipes (SGSW/ AC/reinforced concrete) set in cement mortar and taking out from trenches all as directed by Engineer-in-Charge.

Demolition or breaking up 200 mm drain pipes (SGSW/ AC/reinforced concrete) set in cement mortar and taking out from trenches all as directed by Engineer-in-Charge.

M&L for SGSW pipes 150mm bore grade 'A' including laying pipes at levels or to falls In trenches, on concrete bed including necessary extra joints, waste and cutting complete all as specified and directed by Engineer-in-Charge.

M&L for RCC drain pipes NP3, 150mm bore including laying at pipes level or to falls in trenches, on concrete bed including necessary extra joints, waste and cutting complete with collars as specified and directed.

M&L for RCC drain pipes NP3, 200mm bore including laying pipes level or to falls in trenches, on concrete bed including all necessary extra joints, waste and cutting as jointed complete with collars as specified and directed.

M&L for 100mm thick PCC 1:3:6 type C2 (using 40mm graded crushed stone aggregate) as in concrete bed, width of concrete bedding shall extend laterally 15 cm beyond either side of the outer dia of pipe laid to falls in trenches in any depth including packing under, and haunching against the sides of pipes NP3 150mm bore, after the pipes have been laid and tested including necessary shuttering and supports to concrete and for laying beds to falls complete all as specified and directed.