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| 1 | CHENNAMKUNNU |
| 2 | Supplying and fixing chicken mesh12x24 gauge for bottom and sides of inside reservoir |
| 3 | Plastering with cement mortar 1:2.5,(1cement : 2.5 coarse sand) 12mm thick chicken mesh placed in position, one coat finished with a floating coat of neat cement.including all charge for cost and conveyance, watering curing etc complete. for inside bottom |
| 4 | White washing with lime to give an even shade: New work (three or more coats) |
| 5 | Finishing walls with water proofing cement paint of required shade: New work (Two or more coats applied @ 3.84 kg/10 sqm) |
| 6 | Lettering with black Japan pint of approved brand and manufacture |
| 7 | Supply of PE Pipe, PE100, PN10, conforming to IS 4984/2016. 63 mm dia 10 kg |
| 8 | Supply of PE Pipe, PE100, PN10, conforming to IS 4984/2016. 50 mm dia 10 kg |
| 9 | Supply of PE Pipe, PE100, PN10, conforming to IS 4984/2016. 40 mm dia 10 kg |
| 10 | Supply of PVC Pipe, 10kg/cm2, 32mm Dia. |
| 11 | Supply of PVC Pipe, 10kg/cm2, 25mm Dia. |
| 12 | Supply of PVC Pipe, 10kg/cm2, 20mm Dia. |
| 13 | Excavating trenches of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, depth up to 1.5 m, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within a lead of 50 m : All kinds of soil |
| 14 | \\"Laying HDPE pipes (IS : 4984)on land portion including conveying within initial lead and aligning the pipes, electro-fusion welding using automatic or semi automatic electrofusion machines, testing the pipe line thus fabricated to suit the hydrulic working pressure and after testing , aligning the pipeline, lowering the pipe in position into the trenches already made, testing the line to suitable pressure with potable water before back filling and leveling the trenches including all labour charge, hire for appliances etc. complete but excluding cost of pipe and including cost of fittings. 63 mm dia |
| 15 | \\"Laying HDPE pipes (IS : 4984)on land portion including conveying within initial lead and aligning the pipes, electro-fusion welding using automatic or semi automatic electrofusion machines, testing the pipe line thus fabricated to suit the hydrulic working pressure and after testing , aligning the pipeline, lowering the pipe in position into the trenches already made, testing the line to suitable pressure with potable water before back filling and leveling the trenches including all labour charge, hire for appliances etc. complete but excluding cost of pipe and including cost of fittings. 50 mm dia |
| 16 | \\"Laying HDPE pipes (IS : 4984)on land portion including conveying within initial lead and aligning the pipes, electro-fusion welding using automatic or semi automatic electrofusion machines, testing the pipe line thus fabricated to suit the hydrulic working pressure and after testing , aligning the pipeline, lowering the pipe in position into the trenches already made, testing the line to suitable pressure with potable water before back filling and leveling the trenches including all labour charge, hire for appliances etc. complete but excluding cost of pipe and including cost of fittings. 40 mm dia |
| 17 | Laying UPVC pipes of class 2 to class 6 and specials, lowering to the trenches already made, placing in position aligning the pipe line to the lines and levels and jointing the pipes and specials with solvent cement and testing the pipe line with water to the required test pressure (excluding cost of pipes and specials). 32 mm dia |
| 18 | Laying UPVC pipes of class 2 to class 6 and specials, lowering to the trenches already made, placing in position aligning the pipe line to the lines and levels and jointing the pipes and specials with solvent cement and testing the pipe line with water to the required test pressure (excluding cost of pipes and specials). 25 mm dia |
| 19 | Laying UPVC pipes of class 2 to class 6 and specials, lowering to the trenches already made, placing in position aligning the pipe line to the lines and levels and jointing the pipes and specials with solvent cement and testing the pipe line with water to the required test pressure (excluding cost of pipes and specials). 20 mm dia |
| 20 | Cutting the bituminous / concrete roads with cutting machine for a minimum depth of 200mm along the sides of proposed alignment of the pipe to be laid without causing any damage to other utilities, including the charges for hire and conveyance of tools and plant, cost of consumables and charges for lighting, watching, ribbon fencing, caution boards, traffice diversion, and as per the direction of departmental officers etc. complete, before carrying out the demolition of bituminous / concrete road by mechanical means and carrying out the excavation. |
| 21 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - 1:2:4 (cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) for road concreting |
| 22 | Supplying and fixing valves 65 mm |
| 23 | Supplying and fixing valves 50 mm |
| 24 | Supplying and fixing valves 40mm |
| 25 | Supplying and fixing valves 32 mm |
| 26 | Supplying and fixing valves 25 mm |
| 27 | Providing water metre, with u-trap, fitting air valve, supply and fixing suitable ferrocement/synthetic fibre made water metre protection box, water metre valve, saddle piece etc complete as per the approved drawing including cost and conveyence of all materials Please Enable Macros to View BoQ information |
