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| 1 | Providing corrugated G.S. sheet roofingincluding vertical / curved surface fixed with polymer coated J or L hooks, bolts and nuts 8 mm diameter with bitumen andG.I. limpet washers or with G.I. limpet washers filled with white lead, including a coat of approved steel primer and two coatsof approved paint on overlapping of sheets complete (up to any pitch in horizontal/ vertical or curved surfaces), excludingthe cost of purlins, rafters and trusses and including cutting to size and shape wherever required. 0.63 mm thick with zinccoating not less than 275 gm/ m² |
| 2 | Earth work in excavation by mechanicalmeans (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, liftup to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. 1. All kinds of soil. |
| 3 | Demolishing cement concrete manually/ bymechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge. 2. Nominal concrete 1:2:4 or leaner mix (i/c equivalent designmix) |
| 4 | Dismantling tile work in floors and roofs laidin cement mortar including stacking material within 50 metres lead. 2. For thickness of tiles above 25 mm and up to 40 mm |
| 5 | Steel work in built up tubular (round,square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing in position and applying a priming coatof approved steel primer, including welding and bolted with special shaped washers etc. complete. 1. Hot finished welded type tubes |
| 6 | Interlocking Concrete Block Pavement 2.Providing and Laying 80 mm thick ISI marked Interlocking Paver Blocks conforming to IS 15658:2006/IRC SP 63: 2004 of all shapes and colours in design mix cement M 40 over thebed of 30 mm thick fine sand complete in all respect |
| 7 | Relaying of available (removed and stacked)Interlocking Paver Block Pavement having thickness 100mm/80 mm/ 60 mm (average = 80mm) as per drawings and Technical Specification Clause 1504 |
| 8 | Providing and laying in position cementconcrete of specified grade excluding the cost of centering and shuttering - All work below plinth level and up to Floor IV level: 4. 1:3:6 (1 Cement : 3 coarse sand (zone-III) : 6 gradedstone aggregate 20 mm nominal size) |
| 9 | Providing and laying in position specifiedgrade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : 1. 1:1.5:3 (1 cement : 1.5 coarse sand (zone III):3graded stone aggregate 20 mm nominal size |
| 10 | Centering and shuttering including strutting,propping etc. and removal of form for 1. Foundations, footings, bases of columns, etc. for mass concrete |
| 11 | Steel reinforcement for R.C.C. work, wherenot included in the complete rate of RCC, includingstraightening, cutting, bending, placing in position, binding, wastage, overlaps, welded joints, spacer bars, chairs, stays, hangers and annealed steel wire etc. complete in all respectabove plinth level. 6. Thermo-Mechanically Treated bars of grade Fe-500D or more.HSR Rate(Rs.) 68.00 Thr |
