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| 1 | Maintenance of Office buildingRemoving dry or oil bound distemper, water proofing cement paint and the like by scrapping, sand papering by using pressure water pump and preparing the surface smooth including necessary repairs to scratches etc. complete including cost and conveyance of all materials, labour charges, scaffolding etc complete as required |
| 2 | Dismantling old plaster or skirting raking out joints and cleaning the surface by using pressure water pump for plaster including disposal of rubbish to the dumping ground within 500 metres lead including cost and conveyance of all materials, labour charges, etc complete as required |
| 3 | 15 mm cement plaster 1:3 ( 1 cement :3 coarse sand) finished with a floating coat of neat cement on the rough side of single or half brick wall including cost and conveyance of all materials, labour charges, scaffolding etc complete as required |
| 4 | Applying two coat of water thinnable cement primer of approved brand and manufacture on wall surface after preparing the surface by using wirebrush or emery paper, including cost and conveyance of all materials,labour charges, scaffolding etc. complete as required. |
| 5 | Wall painting with acrylic emulsion paint, having VOC (Volatile Organic Compound) content less than 50 grams/ litre, of approved brand and manufacture including applying additional coats wherever required, to achieve even shade and colour. All works including cost and conveyance of all materials, labour charges, scaffolding etc complete as required. Two coats |
| 6 | Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade one or more on old work including cost and conveyance of all materials, labour charges, scaffolding etc complete as required |
| 7 | Replacing glass panes, with wooden fillets wherever necessary: Float glass panes of nominal thickness 4 mm (weight not less than 10kg/sqm) including cost and conveyance of all materials, labour charges,scaffolding etc complete as required |
| 8 | Engaging Carpenters for repairing existing wooden works as per directon of Engineer in charge |
| 9 | Engaging coolie for cleaning and clearing the area as per directon of Engineer in charge |
| 10 | Providing silicon compound as covering to GI Bolts over roof including cost and conveyance of all materials, labour charges, scaffolding etc complete as required |
| 11 | Demolishing cement concrete manually/by mechanical means including disposal of material within 500 meters lead as per direction of Engineer-in chargeNominal concrete 1:2:4 mix (including equivalent design mix) |
| 12 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) including cost and conveyance of all materials, labour charges etc complete as required |
| 13 | InterlockingScarifying the existing bituminous road surface to depth of 50mm and consolidation of sub grade with vibratory power roller of 8 to 12 tonne capacity after scarifying,dressing to camber and consolidating with road roller including making good the undulations etc.and disposal of surplus scarified material within all lifts and lead upto 50 metres (by mechanical means) including cost and conveyance of all materialas, labour charges, equipments etc complete as per the direction of Engineer in charge |
| 14 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:2:4 (cement : 2 coarse sand (zone-III)derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) including cost and conveyance of all materialas, labour charges, equipments etc complete as per the direction of Engineer in charge |
| 15 | Construction of granular sub-base by providing graded material, spreading in uniform layers with a motor grader on a prepared surface, mixing by mix in-place method with rotavator at OMC, and compacting with a vibratory roller to achieve the desired density, complete as per clause 401. Grading-V - For sub-base cum drainage layer - Mix in Place Method including cost and conveyance of all materialas, labour charges, equipments etc complete as per the direction of Engineer in charge |
| 16 | Supplying and laying interlocking tile 100 mm thickness, minimum strength M 40 including providing a layer of 6 mm aggregate minimum 10cm to 15cm thickness or as per the site condition to achieve the required level, then laying interlock cobbles in lines and levels as per the directions of the departmental officers at site including ramming with vibrator and spreading M Sand in between tiles, including cost and conveyance of all materials required etc.complete. The contractor shall submit the test results of the samples paving tiles before starting the work and also submit the test result of the randomly selected paving tiles by the Engineer in charge during the execution of work. Please Enable Macros to View BoQ information |
