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| 1 | Demolishing cement concrete manually/ by mechanical means including disposal material within 50 metres lead Normal concrete 1:3:6 r richer mix (i/c equivalent design mix) as per direction of Engineer-in-charge. (DSR 15.2.1) |
| 2 | Demolishing cement concrete manually /by mechanical means including disposal of material within 50 metres lead as per direction of Engineer-in-Charge: Nominal concrete 1:4:8 or leaner mix (i/c equivalent design mix ) DSR 15.2.2 |
| 3 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:5:10 (1 cement : 5 coarse sand (zone-III): 10 graded stone aggregate 40 mm nominal size) DSR 4.1.10 |
| 4 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:1½:3 (1 Cement: 1½ coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) (4.1.2) |
| 5 | Centring and shuttering including strutting, propping etc. and removal of form for : Edges of slabs and breaks in floors and walls: Under 20 cm wide (DSR 5.9.16.1) |
| 6 | Disposal of building rubbish / malba / similar unserviceable, dismantled or waste materials by mechanical means, including loading, transporting, unloading to approved municipal dumping ground or as approved by Engineer-in-charge, beyond 50 m initial lead, for all leads including all lifts involved. (DSR 15.60) |
| 7 | Earth work in excavation by Mechanical means ( 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 remming of bottoms,lift upto 1.5 m,including getting out the excavated soil and disposal of surplus excavated soil as directed, within lead of 50m. All kinds of soil (DSR 2.8.1-2.36) |
| 8 | Earth work in excavation by Mechanical means ( Hydraulic excavator) manual means over areas (exceeding 30cm in depth 1.5m in width as well as 10 sqm on plan) including disposal of excavated earth, lead up to 50m and lift up to 1.5m, and excluding of disposed earth to be leveled and neatly dresses (DSR 2.6.1-2.36) |
| 9 | Carriage of earth by mechanical transport including loading, unloading Lead of 2 km complete in all respect to the entire satisfaction of the Engineer-In-Charge. |
| 10 | Brick work with F.P.S. bricks of class designation 75 in foundation and plinth in: Cement mortar 1:4 (1 cement : 4 coarse sand) (DSR 6.1.1) |
| 11 | Brick work with machine moulded perforated F.P.S bricks of class designation 125 conforming to IS :2222-1991 in exposed brick work including making horizontal and vertical grooves 10mm wide 12mm deep complete from ground level upto plinth level in cement mortar 1:4 (1 cement : 4 coarse sand) |
| 12 | 62 mm thick cement concrete flooring with concrete hardener topping, under layer 50mm thick cement concrete 1:2:4 (1 cement : 2 coarse sand: 4 graded stone aggredate 20mm nominal size) and top layer 12m thick cement hardener consisting of mix 1:2 (1 cement hardener mix:2 graded stone aggregate, 6mm nominal size) by volume, hardening compound mixed @ 2 litre per 50 kg. of cement or as per manufacture’s specifications. The includes cost of cement slurry , but excluding the cost of nosing of steps etc. complete (DSR 11.50) |
| 13 | Dismantling wall tile work fixed in cement slurry including stacking material within 50 metres lead for thickness of tiles 10mm to 25mm. |
| 14 | Providing and fixing PCC kerbs of size 1’x1’x4’ made of plain cement concrete 1:2:4 duly vibrated and compacted. The rates also includes the cost of filling and pointing of joints between kerbs with cement mortar 1:4 (1 cement 4 course sand) and finishing of surface complete in all respect to the entire satisfaction of Engineer In Charge. Please Enable Macros to View BoQ information |
