SPECIAL REPAIRS TO SOAKAGE WELL AND REPLACEMENT OF PIPE LINE AND SEWAGE TREATMENT PLANT AT 12 BRD AF AT NAJAFGARH UNDER GE (AF) TUGHLAKABAD

Amount

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

Demolition of concrete (unreinforced)of any description and in any position not otherwise specifically provided for complete all as specified and as directed.

Demolition of reinforced cement concrete of any description and in any position not otherwise specifically provided for complete all as specified and as directed.

Taking down cement plaster on brick or stone walls, etc., including raking out joints, hacking for key, scrubbing down with water, etc.complete all as specified and as directed.

M&L for mild steel deformed or twisted bars 10mm dia and over., cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with mild steel wire (annealed) not less than 0.9 mm dia, or securing with clips complete all as specified and as directed.

M&L for rendering 15 mm thick on stone masonry surfaces or surfaces other than fair faces of brick work or on one side of lathing in cement mortar 1:4 and finished fair and even without using extra cement complete all as specified and as directed.

M&L for framed work such as grills, gratings etc., with ends of bars shouldered and/or riveted, or forget into spikes; framed guard bars; barred iron doors; ladders; framed balusters; walk ways; railings; similar work conforming to Fe 410-0 or FE 310-0 complete all as specified and as directed.

M&L for PCC 1:2:4 type B1 using 20mm graded aggregate as in coping complete all as specified and as directed.

M&L precast cement concrete 1:2:4, type B1 (Using 20 mm graded stone aggregate) as in landings, cover slabs (for manholes etc.) shelves and similar articles with plain faces and set in cement mortar 1:4 complete all as specified and as directed.

S&F SFRC factory made drain cover/ Man hole cover of approved make of size 1200mmx600mm and 70 mm thick, with steel flat complete all as specified and as directed.

S&F SFRC factory made drain cover/ Man hole cover of approved make of size1100mmx550mm and 70 mm thick,with steel flat complete all as specified and as directed.

M&L for reinforced concrete pipes of 300 mm bore with collars, class NP3, laid and jointed in cement mortar 1:3 complete all as specified and as directed.

M&L for reinforced concrete pipes of 200 mm bore with collars, class NP3, laid and jointed in cement mortar 1:3 complete all as specified and as directed.

M&L for reinforced concrete pipes of 150 mm bore with collars, class NP3, laid and jointed in cement mortar 1:3 complete all as specified and as directed.

Excavation in trenches, not exceeding 1.5 M wide and not exceeding 1.5 M depth for foundation, etc., and getting out in soft/ loose soil complete all as specified and as directed.

Returning, filling in, including spreading, levelling, watering and well ramming in layers not exceeding 25 cm thick with soils complete all as specified and as directed.

Removing excavated soils not exceeding 50 M and depositing where directed at a level not exceeding 1.5 M above the starting point complete all as specified and as directed.

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

M&L brick work with sub-class `B' bricks, straight or curved on plan to any radius brick walls built in cement mortar 1:4 complete all as specified and as directed.

M & L for PCC 1:3:6 type C2 (using 40 mm graded stone aggregate) as in concrete bed to drain pipes including packing under and haunching against the sides of pipes after they are laid and tested for pipes of 300 mm bore complete all as specified and as directed.

M & L for PCC 1:3:6 type C2 (using 40 mm graded stone aggregate) in concrete bed to drain pipes including packing under and haunching against the sides of pipes after they are laid and tested for pipes of 200 mm bore complete all as specified and as directed.

M & L for PCC 1:3:6 type C2 (using 40 mm graded stone aggregate) in concrete bed to drain pipes including packing under and haunching against the sides of pipes after they are laid and tested for pipes of 150 mm bore complete all as specified and as directed.

M & L for PCC 1:3:6 type C2 (using 40 mm graded stone aggregate) as in concrete bed to drain pipes including packing under and haunching against the sides of pipes after they are laid and tested for pipes of 100 mm bore complete all as specified and as directed.

M&L for 150mm internal diameter of pipe salt glazed stone ware drain pipes laid in trenches and jointed in cement mortar 1:3 complete all as specified and as directed.

M&L 100mm internal diameter of pipe salt glazed stone ware drain pipes laid in trenches and jointed in cement mortar 1:3 complete all as specified and as directed.

M&L 150X150mm salt-glazed stoneware gully traps, squrare or round mouthed, type "P" complete all as specified and as directed.

M&L for cutting into existing manholes for connecting new drains making good to pipes and rendering cutting out existing benching for and forming branch channel (1/2 round or ¾ in section) in cement concrete 1:2:4, type B-1 (using 20 mm graded stone aggregate) surface smooth finished and reforming benching as required for internal dia of pipe 100mm complete all as specified and as directed.

All as per item No-27 here-in-before but internal dia of pipe 150 mm

Skyline Encon