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| 1 | Excavating in trenches in foul position, n. exe 1.5m wide and n. exe 1.5 in depth; for foundation etc.n. exc 10 sqm on plan and n. exe 1.5m depth and getting out in :- Hard/ Dense soil.( For any type of earth layer) in foul position |
| 2 | Excavating over area n. exe 1.5m deep and getting out in Hard/ dense soil..(work in foul position) |
| 3 | Site Clearence soft/loose soil foul position |
| 4 | Demolition of cement concrete (unreinforced) in ground floors and pavings( foul position) n.exc 15cm thickness (below or above ground level).in foul position |
| 5 | Demolition and breaking up drain 150mm pipes (Salt glazed ware, AC or Reinforced concrete) set in cement mortar.(work in foul position) |
| 6 | Demolition and breaking up drain 200mm pipes (Salt glazed ware, AC or Reinforced concrete) set in cement mortar.(work in foul position) |
| 7 | 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.(work in foul position) |
| 8 | Scarifying or picking gravelled, macadam or bituminous macadam surfaces in area n. exc 400 sqm n Exc 50 mm deep |
| 9 | M&L for murum filling in pavings, laid in layers n. exc 15cm thick. Spread, levelled and rommed inclucluding watering, consolideted thickness. (work in foul position) |
| 10 | Concrete bed to drain pipes 300mm & aboveincluding forming cradles in Cement concrete 1:3:6 type C-2. (work in foul position) |
| 11 | Concrete bed to drain pipes 200mm including forming cradles in Cement concrete 1:3:6 type C-2. (work in foul position) |
| 12 | Concrete bed to drain pipes 150mm including forming cradles in Cement concrete 1:3:6 type C-2. (work in foul position) |
| 13 | M&L for providing cement concrete type B2 1:2:4 mix (40mm graded aggregate) in foundations, filling and mass concrete. (work in foul position) |
| 14 | M&L Pre-cast cement concrete block masonary Type C 1:3:6 20mm gradedaggregate solid Block exc 10cm in width and setting in motar complete cement motar 1:4 in foul position |
| 15 | M&L forrendering 15mm thick on fair faces of brick or concrete surfaces of walls in CM 1:4to plastering without using extra cement or as surface finished as directed(work in foul position) |
| 16 | M&L for Reinforced concrete drain pipe (for sewer and drains) of class NP2 laid and jointed complete with collors, including testing drains as specified by filling the pipes with waater to a head of 1.5m at the highest point including tempararily fixing of bends, etc as required.Bore of pipe 450 mm (work in foul position) |
| 17 | M&L for Reinforced concrete drain pipe (for sewer and drains) of class NP2 laid and jointed complete with collors, including testing drains as specified by filling the pipes with waater to a head of 1.5m at the highest point including tempararily fixing of bends, etc as required.Bore of pipe 300 mm (work in foul position) |
| 18 | M&L for Reinforced concrete drain pipe (for sewer and drains) of class NP2 laid and jointed complete with collors, including testing drains as specified by filling the pipes with waater to a head of 1.5m at the highest point including tempararily fixing of bends, etc as required.Bore of pipe 200 mm (work in foul position) |
| 19 | M&L for Reinforced concrete drain pipe (for sewer and drains) of class NP2 laid and jointed complete with collors, including testing drains as specified by filling the pipes with waater to a head of 1.5m at the highest point including tempararily fixing of bends, etc as required.Bore of pipe 150 mm (work in foul position) |
| 20 | Cutting into existing manholes for connecting new drains, making good to pipe and rendering , cutting out existing benching for and forming branch channel (1/2 round or 3/4 section ) in foul position cement concrete 1:2:4 type B-I smooth finished and reforming benching as required internal of dia of pipe 225mm dia & over in foul position |
| 21 | Cutting into existing manholes for connecting new drains, making good to pipe and rendering , cutting out existing benching for and forming branch channel (1/2 round or 3/4 section ) in foul position cement concrete 1:2:4 type B-I smooth finished and reforming benching as required internal of dia of pipe 150mm dia & over in foul position |
| 22 | M&L for Providing precast cement concrete Type B11:2:4 (20mm graded aggregate) set in cement mortor 1:4 forlandings, cover slabs (for man holes etc.) chullah hoods, chajjas, water troughs, mangers, shelves and similar articles with plain faces |
| 23 | M&L for deformed or twisted bars 6 to 8mm Dai, 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 0.9mm dia or securing with clips. |
| 24 | M&L for providing cement concrete type B 1:2:4 mix (20mm graded aggregate) M15 in foundations, filling and mass concrete fair finished.with necessary centering finished as directed |
| 25 | Demolition of cement concrete (unreinforced) in ground floors and pavings n.exc 15cm thickness (below or above ground level). |
| 26 | Removing surplus excavted and demolished material/soil to a distance up to 1.50 km and depositing where directed soil,,P.C.C,Debris etc. |
| 27 | Returning, filling in, including spreading levelling, watering and well ramming in layers not exc25cm. In hard / dence soil |
