SPL REPAIR TO SEWAGE LINE, SEPTIC TANK AND SOAKAGE WELL IN CAPT KENGURUSE VIHAR (OVL) UNDER GE (WEST) LUCKNOW

Surface excavation not exceeding 30 cm deep and averaging 15 cm deep and getting out in soft/ loose soil complete all as specified and directed.

Excavating over areas, n exc 1.5 m deep and getting out in soft/loose soil complete all as specified and directed.

Excavating over areas, exc 1.5 m deep and not exc 3.0 m deep and getting out in soft/loose soil complete all as specified and directed.

Demolition of brickwork or stone/ boulder masonry, built in lime mortar including all quoins, arches, pillars, etc, but excluding ashlar facings, dressed stonework and precast concrete articles built in cement mortor complete all as specified and directed.

M&L for cement concrete 1:4:8 , type D2 (using 40 mm graded aggregate) in foundations / fillings and mass concrete complete all as specified and directed.

M&L for RCC Design mix (M-25) as in foundations, including rafts, footings, foundation beams; plinth beams; bases for columns, etc.; basement slabs, under-reamed piles and mass concrete complete all as specified and directed.

M&L for RCC Design mix (M-25) in Walls, retaining walls, basement walls, ballast walls and the like; any thickness; above top of footings; including attached pilasters and buttresses complete all as specified and directed.

M&L for RCC Design mix (M-25) as in floors, roofs, landings, deck slabs and in shelves complete all as specified and directed.

M&L for RCC Design mix (M-25) as in Beams, cantilevers, bressummers, lintels over 1.5m span complete all as specified and directed.

M&L for formwork to sides of concrete foundations, footings, bases of columns, raft and raft beams, sides and soffits (if any) of foundation and plinth beams and similar work, vertical or to batter rough finishes complete all as specified and directed.