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| 1 | Earth work in excavation of all kinds of soil by mechanical means (Hydraulic excavator) / manual means, over areas (exceeding 30 cm in depth, 1.5 m in width, or 10 sqm on plan), including getting out the excavated earth with lead up to 50 m and lift up to 1.5 m, as directed by the Engineer-in-Charge. |
| 2 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (depth not exceeding 1.5 m, width not exceeding 1.5 m, or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil within a lead of 50 m, for all kinds of soil, complete all as specified and as directed by the Engineer-in-Charge. |
| 3 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (depth not exceeding 1.5 m, width not exceeding 1.5 m, or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil within a lead of 50 m, for soft/ disintegrated or ordinary rock, complete all as specified and as directed by the Engineer-in-Charge. |
| 4 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (width not exceeding 1.5 m or 10 sqm on plan), for depth exceeding 1.5 m but not exceeding 3.0 m, including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil within a lead of 50 m, for all kinds of soil, complete all as specified and as directed by the Engineer-in-Charge. |
| 5 | Rolling and consolidating formation surfaces with power roller of 8 to 12 tonne capacity, including watering, consolidating to the required level, gradient and camber, filling in hollows and depressions during the process, complete as specified and as directed by the Engineer-in-Charge |
| 6 | M & L for moorum filling in floors or paving, laid in layers not exceeding 15 cm in thickness, spread, levelled and rammed, including watering, complete all as specified and as directed by the Engineer-in-Charge. |
| 7 | M & L for 150 mm thick hard core of broken stone or boulders, gauge not exceeding 63 mm, deposited, spread and levelled in layers not exceeding 15 cm thick, watered and rammed to a true surface, complete all as specified and as directed. |
| 8 | M & L for laying and compacting 200 mm thick (compacted thickness) Granular Sub Base (GSB), Grading–I as per Table 400-1 of MORTH Specifications, laid in two layers, spread by mechanical paver, rolled and compacted to required gradient and camber with 8 to 10 tonne power roller and vibratory roller, complete as per MORTH Specification Clause 401, including all tools, plant and machinery, complete all as specified and as directed. |
| 9 | M & L for laying and compacting 150 mm thick (compacted thickness) Wet Mix Macadam (WMM), laid in two layers as per MORTH Specification (Table 400-11), using crusher broken graded stone aggregate (basalt/trap/granite), premixed with water at OMC in mechanical mixer (pug mill), including carriage of mixed material to site by tippers, laid in uniform layers over prepared sub-base/base course and rolled and compacted to required gradient and camber with 8 to 10 tonne power vibratory roller to achieve specified density, complete as per MORTH Specification Clause 406, including all materials, labour, plant and machinery, lighting, guarding and maintenance of diversion, complete all as specified and as directed. |
| 10 | M & L for 100 mm thick Plain Cement Concrete (PCC) 1:4:8, Type B-2 (using 40 mm graded stone aggregate) in sub-base for hard standing, complete all as specified and as directed. |
| 11 | M & L for cement concrete pavement / hard standing of flexural strength 40 kg/cm² at 28 days, using not less than 400 kg cement per cubic metre of concrete, laid to thickness not exceeding 25 cm, machine laid with self-propelled slip-form concrete paver having minimum paving width of 6.0 m in a single pass, equipped with automatic grade and alignment control and internal vibrators (minimum 3500 impulses per minute), including finishing and curing, complete all as specified and directed. |
| 12 | M & L for finishing the surface of concrete roads, pavements, etc., by brooming, complete all as specified and as directed by the Engineer-in-Charge. |
| 13 | M&L Forming 12mm thick expansion joint for thickness of concrete slab 150 mm, filled with pre -formed bituminous filler board and top 30mm primed and sealed with compound Grade' A', complete all as specified. |
| 14 | M&L Forming Contraction (dummy) joint 65 mm deep x 10 mm wide filled with sealling compound, Grade 'A', complete all as specified. |
| 15 | M&L Forming construction joint 30 mm deep x 10 mm wide filled with sealling compound, Grade 'A', complete all as specified. |
| 16 | M & L for Plain Cement Concrete (PCC) 1:4:8, Type D-2, using 40 mm graded stone aggregate, in foundation filling and mass concreting, complete all as specified and as directed by the Engineer-in-Charge. |
| 17 | M & L for Reinforced Cement Concrete of grade M-25 (Design Mix) using 20 mm graded stone aggregate, in foundations including rafts, footings, foundation beams, plinth beams, bases for columns, coping beams, bands, basement slabs, under-reamed piles, and mass concrete, complete all as specified and as directed by the Engineer-in-Charge. |
| 18 | M & L for Reinforced Cement Concrete of grade M-25 (Design Mix) using 20 mm graded stone aggregate, for beams, cantilevers, lintels, columns, pillars, piers, posts, struts, chullah hoods, staircases, arches, domes, vaults, shell roofs, arch ribs, folded plates, slabs, balconies, canopies, deck slabs, or similar structural elements up to the 5th floor level, complete all as specified and as directed by the Engineer-in-Charge. |
| 19 | M & L for brick work with Fly Ash old size Bricks, straight or curved on plan (except curves of radius less than 6 m), built in cement mortar 1:6, complete all as specified and as directed by the Engineer-in-Charge. |
| 20 | M & L for formwork to sides of concrete foundations, footings, bases of columns, plinth beams, for rough finished surfaces of concrete, complete all as specified and as directed by the Engineer-in-Charge. |
| 21 | M & L for formwork to sides of pillars, posts, struts, columns, stanchions, etc., for rough finished surfaces of concrete, complete all as specified and as directed by the Engineer-in-Charge. |
| 22 | M & L for formwork for rough finished surfaces of concrete edges, concrete flats, treads, breaks in floors, window sills, concrete openings in walls, floors and roofs and sides of RCC/PCC bands in walls, horizontal or sloping, and similar work exceeding 20 cm in width, complete all as specified and as directed by the Engineer-in-Charge |
| 23 | M & L for steel reinforcement using TMT bars (Fe 500D/Fe 550D) 10 mm dia and above, cut to length, bent to shape (including cranking, bending, and hooking of ends), bound with mild steel annealed wire not less than 0.9 mm dia, complete all as specified and as directed by the Engineer-in-Charge |
| 24 | M & L for steel reinforcement using TMT bars (Fe 500D/Fe 550D) 8 mm dia and above up to and including 10 mm dia, used in stirrups, cut to length, bent to shape (including cranking, bending, and hooking of ends), bound with mild steel annealed wire not less than 0.9 mm dia, complete all as specified and as directed by the Engineer-in-Charge |
| 25 | Supply and fixing of angle iron independently with web and flanges, cut to shape, drilled and countersunk for screws, including bending and welding of angles without connecting plate as bracket, conforming to FE-290 Grade E-165, complete all as specified and as directed by the Engineer-in-Charge. |
| 26 | Supply and fixing of galvanized 2-strand steel barbed wire, 2.24 mm dia with 2 mm dia barbs at 75 mm spacing, straining and fixing to any type of standard rails using straining bolts, including securing or tying at crossings with provision of galvanized mild steel wire, staples, steel pins, etc. (each line wire to be measured), complete all as specified and as directed by the Engineer-in-Charge. |
| 27 | Providing and fixing concertina coil fencing with punched tape concertina coil of 610 mm dia, having 50 turns and stretched to cover 5–7 m length, weighing approximately 8.75 kg ± 5%, fixed on existing angle iron Y-shape posts, including necessary clips or wires tied to galvanized barbed wire, complete all as specified and as directed by the Engineer-in-Charge. |
| 28 | Supply and fixing of fabricated steel work such as grills, gratings, etc., with ends of bars shouldered and/or riveted, guard bars conforming to Fe-290 Grade E-165, complete all as specified and as directed by the Engineer-in-Charge. |
| 29 | M&L Rendering 10 mm thick on fair faces of brick work or concrete surfaces in cement mortar 1:4, finished even and fair, complete all as specified. |
| 30 | M & L for preparation of surface of steel or concrete and applying two coats of synthetic enamel paint over a coat of red oxide primer, for surfaces not exceeding 10 cm in width or girth, complete all as specified and as directed by the Engineer-in-Charge. |
| 31 | M & L for preparation of plastered surface of walls and applying two coats of cement-based paint over a coat of primer, complete all as specified and as directed by the Engineer-in-Charge. |
| 32 | Supply only of PVC pipes of 110 mm dia and fixing in walls, complete all as specified and as directed by the Engineer-in-Charge. |
| 33 | Returning and filling in, including spreading, leveling, watering, and well ramming in layers not exceeding 25 cm, complete all as specified and as directed by the Engineer-in-Charge. |
| 34 | Removing excavated material (soil) with lead exceeding 250 m but not exceeding 500 m and depositing at a level not exceeding 1.5 m above the starting point, complete all as specified and as directed by the Engineer-in-Charge. |
| 35 | Removing excavated soil with a lead exceeding 50 m but not exceeding 250m and depositing where directed at a level not exceeding 1.5 m above the starting point, for all kinds of soil, complete all as specified and as directed by the Engineer-in-Charge. |
| 36 | Removing excavated rock with a lead exceeding 50 m but not exceeding 250m and depositing where directed at a level not exceeding 1.5 m above the starting point, complete all as specified and as directed by the Engineer-in-Charge Please Enable Macros to View BoQ information |
