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| 1 | Precast Cement plank complete in all respect including excavation, poles, planks and complete installation |
| 2 | Compaction of Earth work Compaction of earth work & Preparation of sub grade including loosening, leveling of earth 225mm thick top layer, rough dressing of soil, final dressing of earth to give level, camber, watering, rolling with road roller, compacting the bed to achieve minimum dry density as given in the Table 300-2 as per Technical clause 305 of MORT&H specifications. (In case of link roads earth work to be done by villagers) |
| 3 | Carriage of good earth from lead of 5kms |
| 4 | Loading of malba (mechanical means) |
| 5 | Extra for laying earth/fly ash as per specificationsin 20 cm. Layers and dressing but excluding costof rolling. |
| 6 | Extra for watering the earth/fly ash laid in 20 cmlayers as per specifications for compaction. |
| 7 | Extra for rolling to specifications. |
| 8 | Earth work in excavation in foundations trenches etc. in all kinds of soil where Pick-Jumper work is not involved and not exceeding 2.0 metres depth including dressing of bottom and sides of trenches, stacking the excavated soil clear from the edge of excavation and subsequent filling around masonry in 15 cm, layers with compaction including disposal of all surplus soil as directed within lead of 30 metres. |
| 9 | Cement concrete 1:6:12 With stone aggregate 40mm gauge mixing by mechanical means using concrete mixer volumetric type |
| 10 | Reinforced cement concrete M-25mechanically batch mixed using batch typeconcrete mixer as per IS:1791 and vibratedby needle vibrator but excluding steelreinforcement centring and shuttering infoundation and plinth |
| 11 | \\"First class burnt brick work laid in cement sandmortar 1:5 in foundation and plinth\\" |
| 12 | \\"Damp proof course 4cm thick of cementconcrete 1:2:4 with water proofing compoundas per manufactures guidelines.\\" |
| 13 | RCC M25 in Superstructure |
| 14 | \\"Cold twisted detormed (Ribbed/ Tor steel) Bars(Fe 500 grade as per IS 1786-2008) , for R.C.Cworks, where not including in the complete rate ofRCC including bending and binding placing inposition complete\\" |
| 15 | Shuttering for faces of concrete foundations and foundation beam & plinth beam (vertical or battering) |
| 16 | Centering and shuttering for columns (Square or rectangular or poly gonal in plain) |
| 17 | Brick work in Superstructure |
| 18 | 115mm thick brickwork with reinforcement |
| 19 | Plaster 12.5mm thick |
| 20 | Base Coarse |
| 21 | P/L Anti skid tiles |
| 22 | P/L Glazed tiles |
| 23 | P/L CC 1;8:16 with stone ballast |
| 24 | P/F Angles |
| 25 | P/F Flats 50mm x 5mm |
| 26 | Nut bolts |
| 27 | Wire mesh |
| 28 | Tubluar Pole Truss upto 15m span |
| 29 | PPGL Sheet |
| 30 | Preparation of plastered surface |
| 31 | Primer |
| 32 | Emulsion paint |
| 33 | Public health 10% |
| 34 | Electrical 5% Please Enable Macros to View BoQ information |
