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| 1 | Earth work in excavation of foundation trenches & Columns in all kinds of soil within all lead and lifts including dressing the sides, shoring (if nacessary), bailing out water and leveling the bed and depositing the excavated materials away from the work site including all costs of labour,sundries, tools & plants required for the work etc. complete as per direction of Engineer-in-Charge. |
| 2 | Earth work in excavation of foundation trenches in stoney earth and gravels mixed with stone boulders not exceeding 0.014 cum in volume including dressing and leveling the bed and depositing the soil with an initial lead and lift and breaking clods to maximum 5cm to 7cm and laying in layers not exceeding 0.3 m. in depth and as per direction of the Engineer-in-charge |
| 3 | Filling in foundation and Plinth with sand well watered and rammed & dressed & level to proper gradient including all cost, conveyance, royality taxes of all materials, labour, T & P required for the work etc. complete and as per direction of Engineer in Charge. |
| 4 | Cement concrete (1:3:6) with 4 cm. size hand broken hard granite metals of approved quality including mixing with concrete mixture, lowering & laying in layers not exceeding 300 mm. in depth, ramming compacting to proper thickness, watering, curing for required period including all cost, conveyance, royality, taxes of all materials etc. complete as per the direction of Engineer-in-Charge. a) Without centering shuttering |
| 5 | b) Including centering shuttering |
| 6 | Cement concret (1:2:4) using 12mm size crusher broken hard granite chips of approved quality including mixing with concrete mixture, including hoisting and laying in position & compacting with vibrateor to proper design section indlucing all the cost, conveyance, royality & taxes of all materials, labour, rigid smooth centering, shuttering and dismantling the same after 28 days of casting, watering, curing etc. complete as per the direction of Engineer-in-Charge. |
| 7 | Earth work in excavation of foundation trenches in hard soil or gravelly soil including dressing and leveling the bed and depositing the soil with an initial lead and lift and breaking clods to maximum 5cm to 7cm and laying in layers not exceeding 0.3m in depth and as per direction of the Engineer-in-charge |
| 8 | 12mm thick cement plaster in cm (1:4) to RCC surfaces finished smooth including closed deep chiping and slurry treatment. indlucing all the cost, conveyance, royality & taxes etc. complete as per the direction of Engineer-in-Charge. |
| 9 | Reinforced Cement concrete (1:1.5:3) with 12mm size crusher broken hard granite chips of approved quality including mixing with concrete mixture, including hoisting and laying in position & compacting with vibrateor to proper design section indlucing all the cost, conveyance, royality & taxes of all materials, labour, rigid smooth centering, shuttering and dismantling the same after 28 days of casting, watering, curing etc. complete as per the direction of Engineer-in-Charge. |
| 10 | Supplying M.S./HYSD/Tor steel reinforcement of required diameter of approved quality including Labour charges for cutting, bending, binding and tying the grills and placing in position including cost, conveyance & taxes of reinforcements confirming to ISI standard and binding wire 18 to 20 gauge and as per drawing, design etc. complete as per the direction of Engineer-in-Charge. |
| 11 | Providing and laying moorum or gravel sub-base in layer not exceeding 0.23mtr in thick watering and compacting to the required density in OMC with PRR (AR-07, Page-142 item -8) |
| 12 | Providing & laying, spreading and compacting stone aggregates of grade-I size (Grade-I size 45mm to 90mm) to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with 3 wheeled steel roller 8-10 tonnes in stages to proper grade and camber and to fill interstices wit coarse aggregate, watering and comacting required density etc. complete as per specification and direction of the Engineer-in-Charge |
| 13 | Providing & laying, spreading and compacting stone aggregates of Grade-III size (Grade-III size 53mm to 23mm) to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with 3 wheeled steel roller 8-10 tonnes in stages to proper grade and camber and to fill interstices wit coarse aggregate, watering and comacting required density etc. complete as per specification and direction of the Engineer-in-Charge |
| 14 | Providing and applying tack coat with bitumen on prepared surface etc with all labour, materials, T&P, taxes and CESS etc. complete as per specification and direction of the Engineer-in-Charge |
| 15 | Providing & laying 20mm thick premix carpet using 0.27cum of 13.2mm to 5.6mm size chips and 14.6 kg of bitumen for 10 sqm etc.complete.(By Manual means) with all labour, materials, T&P, royalty, taxes and CESS etc. complete as per specification and direction of the Engineer-in-Charge |
| 16 | Providing & laying 6mm thick precoated seal coat using 6mm size chips etc. complete as directed by the Engineer-in-charge.(By Manual means) with all labour, materials, T&P, royalty, taxes and CESS etc. complete as per specification and direction of the Engineer-in-Charge Please Enable Macros to View BoQ information |
