Repair of main nala in DSC line, further along Parking at OLF Raipur Gate at IOL Estate, Dehradun

M&L for Cement concrete Type C 2, 1:3:6 (40 mm graded aggregate) in surface channels and drains.

Demolition of Cement Concrete (unreinforced) in ground floors and pavings n exc 15 cm thickness (below or above ground level).

Providing, Plain (Unreinforcement) cement concrete B0, 1:2:4 (12.5 mm graded aggregate) in lintels upto 1.5m clear span, cills, steps; seismic and other similar bands, plinth courses, string courses, lacing courses, parapets and railings upto 60 cm in height, copings, kneelers, apex stones, bed plates, water troughs and the like including weathering, slightly rounded or chamfered angles and throating, inlcuding formwork etc. as directed.

M&L for Brickwork with old size sub-class 'B' bricks straight or curved on plan exc 6 m mean redius built in 1:6 cement mortar.

Raking out joints/ pointing to random rubble or polygonal rubble uncoursed or brought up to courses built in cement or cement lime mortar.

Dubbing out average 15 mm thick with cement plaster 1:4 on irregular face of walls.

Taking down cement or cement lime plaster any description on brick or stone walls, etc. including raking out joints, hacking for key, scrubbing down with water, etc.

Rendering 15 mm thick cement plaster smooth and even without using extra cement in ratio 1:4 on fair faces of brick work or concrete surface.

Providing Precast Reinforcement Cement concrete (nominal mix) type B-1 1:2:4 (20 mm graded aggregate) and set in cement mortar 1:4 in landings, cover slabs (for man holes etc.) chullah hoods, chajjas water troughs, mangers, shelves and similar articles with plain faces.

Mild steel TMT bars 10 mm dia and over, cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9mm dia or securing with clips.

S&F Framed work such as grills, gratings, etc. with ends of bars shouldered and/or riveted, or forged into spikes; framed guard bars; barred iron doors; ladders; framed balusters; walk ways; railings; framework of water tanks and similar work conforming to Fe.290.Gde-E-165.

Surface dressing not exe 15 cm deep in soft loose soil.

Removing excavated material (Soil) n exc. 50m and depositing where directed at a level n exc. 1.5 m above the starting point.

Excavating in trenches, in soft/loose soil n exc 1.5 m wide and n exc 1.5 m in depth; for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, etc. n exc 10 sq m on plan and exc 1.5 m in depth and not e exc 1.5 m in depth and getting out.

Excavating in trenches, in mud n exc 1.5 m wide and n exc 1.5 m in depth; for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, etc. n exc 10 sq m on plan and exc 1.5 m in depth and not e exc 1.5 m in depth and getting out.

Demolition Brick work or stone/ boulder masonry, built in cement mortar including all quoins, arches, pillars, etc, but excluding ashlar facings, dressed stonework and precast concrete article

Walling of random rubble, uncoursed, well bonded, bedded and solidly hearted, built in cement mortar 1:6 . (Except Stone)

Removing building materials etc. to a distance of 500 m or under, beyond the lead included in the rates, including loading, unloading and stacking at the destination.