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| 1 | Excavating in trenches, 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 n exc 1.5 m in depth and getting out in Soft/loose soil. |
| 2 | Excavating over areas, n exc 1.5 m deep and getting out in hard and dense soil. |
| 3 | Excavating over areas, exc 1.5 m deep and n.exc 3m deep and getting out in hard and dense soil. |
| 4 | Returning, filling in, including spreading, levelling, watering and well ramming in layersnot exc 25 cm. |
| 5 | Removing excavated material n exc. 50m and depositing where directed at a level n exc. 1.5 m above the starting point. |
| 6 | M & L for cement concrete, type D2 (1:4:8) (40mm graded aggregate) in foundations, filling and mass concrete, surface drains, walls and retaining walls, etc, complete all as specified and directed. |
| 7 | M & L providing cement concreteType B1 (1: 2 : 4) (20 mm graded stone aggregate) in 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, kerbs, water troughs and the like including weathering, slightly rounded or chamfered angles and throating complete all as specified and directed. |
| 8 | Demolition and breaking up drain pipes of 100mm internal diameter (Salt glazed ware, AC or Reinforced concrete) set in cement mortar complete all as specified and as directed. |
| 9 | S & F 100mm bore cast iron soil, waste and vent pipes (sand cast) in any length with or without ears, with cement joints, laid in trenches or in floors. |
| 10 | S&F of 110mm PVC (SWR) pipes single socketed, in any length with rubber ring joints, laid in trenches or in floors. (Note : Excavation and earth work measured and paid separately) |
| 11 | Demolition and breaking up drain pipes of 150mm internal diameter (Salt glazed ware, AC or Reinforced concrete) set in cement mortar complete all as specified and as directed. |
| 12 | S & F 150mm dia Sail-glazed stoneware drain pipes laid in trenches and jointed as specified. |
| 13 | M & L Concrete bed to 100mm drain pipes including packing under, and haunching against the sides of pipes after they are laid and tested; in cement concrete (1:3:6) type C-2 complete all as specified and directed. |
| 14 | M & L Concrete bed to 150mm drain pipes including packing under, and haunching against the sides of pipes after they are laid and tested; in cement concrete (1:3:6) type C-2 complete all as specified and directed. |
| 15 | S & F Bends (any radius), diminishing pieces or tapers (larger bore measured) for 100mm bore cast iron pipes complete all as specified and directed. |
| 16 | Cleaning of exsting choked sewage line of pipe 100/110 mm bore by rodding and watering and taking out sluge througe manholes etc. complete and disposal of same to a previously dugged out pit after filling the upper surface with earth and 2 cm thick lime over filled earth including sprinking of bleaching power complete all as specified and directed. |
| 17 | All as per item No.16 above but 150/160mm bore. |
| 18 | Demolition of reinforced cement concrete of any description and in any position not otherwise specifically provided for (reinforcement cut as required to facilitate demolition) complete all as specified and as directed. |
| 19 | M&L RCC 1:2:4 (nominal mix) (using 20mm graded aggregate) for Slabs supported on walls, beams and columns in floors, roofs, landings, balconies, canopies, deck slabs and in shelves and the like complete all as specified and directed. |
| 20 | M&L precast cement concrete type-B-1 1:2:4 (20 mm graded aggregate) in drain cover slab for man holes etc chullas hoods , chhajas, water troughs, mangers, shelves and similar articals with plain faces set in cement morter 1:6 complete all as specified and directed. |
| 21 | M&L for Mild steel TMT 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 and including mild steel wire (annealed) not less than 0.9mm dia or securing with clips all as spcified and directed. |
| 22 | M&L for Mild steel round bars bars 6mm to 8mm 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 all as spcified and directed. |
| 23 | Formwork to rough finished flat concrete surfaces of soffits of suspended slabs such as roof slabs, floor slabs, landings and similar work; not exceeding 200mm thick (Horizontal or sloping) complete all as specified and directed. |
| 24 | Formwork to rough finished flat surfaces edges of concrete flats, treads, breaks in floors, window cills, concrete railings, openings in concrete walls, floor and roofs n exc 20cm wide and sides of RCC/PCC bands in walls, horizontal or sloping and similar work exc 10cm but n exc 20cm wide complete all as specified and as directed. |
| 25 | Cutting into existing manholes for connecting new drains of 100mm dia, making good to pipe and rendering, cutting out existing benching for and forming branch channel (1/2 round or 3/4 section) in cement concrete 1:2:4 type B-l smooth finished, and reforming benching as required. |
| 26 | Cutting into existing manholes for connecting new drains of 150mm dia, making good to pipe and rendering, cutting out existing benching for and forming branch channel (1/2 round or 3/4 section) in cement concrete 1:2:4 type B-l smooth finished, and reforming benching as required. |
| 27 | Cleaning existing man holes, septic tank etc by dewatering and taking out sludge and solid deposits from the septic tank and man holes etc completely and browing the sludge and solid diposited in a nearly dug pit with in 100mtr and covering the sludge and solid deposited etc with earth and 2cm thick lime on top surface to prevent spread of foul smell after taking out sludge and solid deposits, the inside of the septic tanks manholes etc should be cleaned with water all as directed (Note:1.Volume of sludge by Engr- in - charge. |
| 28 | Demolition of Brickwork or stone/boulder masonry, built in cement mortar including all quoins, arches, pillars, etc, ashlar facings, dressed stonework, precast concrete articlesand precast concrete block walling complete all as specified and as directed. |
| 29 | M & L Pre-cast cement Type C1 (1:3:6) 20mm graded aggregate, concrete block masonry with solid blocks, exc. 10cm in width and setting in mortar (1:6) complete all as specified and directed. |
| 30 | M & L rendering 10mm thick on fair faces of brick work or concrete surfaces in cement plaster (1:6) including 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 directed. |
| 31 | M & L rendering 10mm thick on fair faces of brick work or concrete surfaces in cement plaster (1:4) including raking out joints, hacking for key, scrubbing down with water, etc.complete all as specified and directed. |
| 32 | Supply only integral water proofing compound. |
| 33 | M & L rendering 15mm thick on fair faces of brick work or concrete surfaces in cement plaster (1:3) mixed with with water proofing compound complete all as specified and directed. (Note : WPC will be measured and paid separatel) |
| 34 | M & L rendering 10mm thick on fair faces of brick work or concrete surfaces in cement plaster (1:4) complete all as specified and directed. |
| 35 | Preparation of newly plastered surfaces and applying three coats of white wash complete all as specified and directed. |
| 36 | Demolition of cement concrete (unreinforced) in ground floors and pavings n exc 15 cm thickness (below or above ground level) complete all as specified and directed. |
| 37 | M & L for cement concrete, type C2 (1:3:6) (40mm graded aggregate) in surface channelsand drains complete all as specified and directed. |
| 38 | M & L for Extra for forming fair finished drain or channel 30 cm inner girth in cement concrete, using extra cement, including forms, moulds, mitred/stopped ends etc. complete all as specified and directed. |
| 39 | Dismantling wrought iron or mild steel work of any description complete all as specified and directed. |
| 40 | Material & Labour for providing and fixing stainless steel (Grade 304) railing made of hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (where ever required) and fitting the same with necessary stainless steel nuts and bolts complete, including fixing the railing with necessary accessories & stainless steel dash fasteners, stainless steel bolts etc., of required size, on the top of floor or the side of waist slab with suitable arrangement. |
| 41 | Excavating in post holes (or similar holes) each n exc 0.5 cu. m, getting out, returning, filling in and ramming earth or broken rubble mixed with earth around, in layers not exceeding 25 cm in soft/loose soil. Please Enable Macros to View BoQ information |
| 42 | Excavating in post holes (or similar holes) each n exc 0.5 cu. m, getting out, returning, filling in and ramming earth or broken rubble mixed with earth around, in layers not exceeding 25 cm in soft/loose soil. Please Enable Macros to View BoQ information |
