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| 1 | Excavating, supplying and filling of local earth (including royalty) by mechanical transport up to a lead of 1 km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete |
| 2 | Compaction of & preparation of sub gradeincluding loosening, levelling of earth 225 mmthick top layer, rough dressing of soil, finaldressing of earth to give level, camber, watering,rolling with road roller, compacting the bed toachieve minimum dry density as given in theTable 3000-2 as per technical clause 305 ofMORT&H specifications (in case of link roadsearthwork to be done by villagers) |
| 3 | Construction of granular sub-base by providing Material as per Grading Ill (Table 400-1 ofMORT&H 5th revision) mixing in a mechanicalmix plant at OMC, carriage of mixed Material towork site, spreading in uniform layers with motorgrader on prepared surface and compacting withvibratory power roller to achieve the desireddensity, complete as per technical clause 401 ofMORT&H specifications |
| 4 | Construction of cement concrete kerb with topand bottom width 115 and 165 mm respectively,250 mm high in M 20 grade PCC on M-1 O gradefoundation 150 mm thick, foundation having 50mm projection beyond kerb stone, kerb stonelaid with kerb laying machine, foundationconcrete laid manually, all complete as perclause 408 Using Concrete Mixer |
| 5 | Providing corrugated G.S. sheet roofing including vertical / curved surface fixed with polymer coated J or L hooks, bolts and nuts 8 mm diameter withbitumen and G.I. limpet washers or with G.I. limpet washers filled with white lead, including a coat of approved steel primer and two coats of approvedpaint on overlapping of sheets complete (up to any pitch in horizontal/ vertical or curved surfaces), excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required.1.00 mm thick with zinc coating not less than 275 gm/m2 |
| 6 | Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works |
| 7 | Providing and fixing stainless steel ( Grade 304) railing made of Hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, i/c fixing the railing with necessary accessories & stainless steel dash fasteners , stainless steel bolts etc., of required size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-in-charge, (for payment purposeonly weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.). |
| 8 | Providing and laying in position ready mixed plain cement concrete, with cement content as per approved design mix and manufactured in fully automatic batching plant and transported to site of work in transit mixer for all leads, having continuous agitated mixer, manufactured as per mix design of specified grade for plain cement concrete work, including pumping of R.M.C. from transit mixer to site of laying and curing, excluding the cost of centering, shuttering and finishing, including cost of curing, admixtures in recommended proportions as per IS: 9103 to accelerate/ retard setting of concrete, improve workability without impairing strength and durability as per direction of the Engineer-in-charge.(Note :- Less cement used as per design mix is recoverable. However no extra payment shall be made if excess cement is used as per design mix). All works above plinth and up to floor IV level M-20 grade plain cement concrete (cement content considered @ 300kg/cum) |
| 9 | Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor four level, excluding cost of centering, shuttering, finishing and reinforcement : 1:1.5:3 (1 cement : 1.5 coarse sand(zone-111) : 3 graded stone aggregate 20 mm nominal size) Please Enable Macros to View BoQ information |
