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| 1 | VELAMPARAMBU CHAKKUMKUZHY BG |
| 2 | Supplying ,Fabricating and fixing pump house of size 120x60 cm and height at front side 2.0m and back side 1.80m. Using 16guage MS sheet 25x25x6 mm MS angle and 25x25 mm size GP tube 16g. And a door of size .75m x 1.80m with locking arrangements. Roofing with .35mm thick prepainted GS troffold sheet over 2 nos of 25 x 25 mm size GP tube, purlin of 16g.flooring with suitable size GP tube and aluminum checked sheet andPainting the whole structure with 2 coats of synthetic enamel paint over a coat of zinc chromate yellow primer and fixing the same to the roof of well frimly using sutabie size of anchor bolts etc. complete as directed |
| 3 | Supplying and fixing name board |
| 4 | Supply of HDPE Pipe PE 100 (IS 4984/1995), 10kg, 63mm Outer Dia. |
| 5 | Supply of HDPE Pipe PE 100 (IS 4984/1995), 10kg, 50mm Outer Dia. |
| 6 | Supply of HDPE Pipe PE 100 (IS 4984/1995), 10kg, 40mm Outer Dia. |
| 7 | Supply of HDPE Pipe PE 100 (IS 4984/1995), 10kg, 32mm Outer Dia. |
| 8 | Supply of PVC Pipe, 10kg/cm2, 32mm Dia. |
| 9 | Supply of PVC Pipe, 10kg/cm2, 25mm Dia. |
| 10 | Supply of PVC Pipe, 10kg/cm2, 20mm Dia. |
| 11 | Excavating trenches of required width for pipes, cables etc.including excavation for sockets, and dressing of sides , ramming of bottoms, depth upto 1.5 m, including getting out of 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 50m (All type of soil) |
| 12 | 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 fittings. 63 mm Outer Dia. |
| 13 | 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 fittings. 50 mm Outer Dia. |
| 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 fittings. 40 mm Outer 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 fittings. 32 mm Outer Dia. |
| 16 | Laying uPVC pipes of class 2 to class 6 and specials, lowering to the trenches already made, placing in position aligning the pipeline to the lines and levels and jointing the pipes and specials with solvent cement and testing the pipeline with water to the required test pressure (excluding cost of pipes and specials): 32 mm nominal outside diameter pipes. |
| 17 | Laying uPVC pipes of class 2 to class 6 and specials, lowering to the trenches already made, placing in position aligning the pipeline to the lines and levels and jointing the pipes and specials with solvent cement and testing the pipeline with water to the required test pressure (excluding cost of pipes and specials): 25 mm nominal outside diameter pipes. |
| 18 | Laying uPVC pipes of class 2 to class 6 and specials, lowering to the trenches already made, placing in position aligning the pipeline to the lines and levels and jointing the pipes and specials with solvent cement and testing the pipeline with water to the required test pressure (excluding cost of pipes and specials): 20 mm nominal outside diameter pipes. |
| 19 | 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. |
| 20 | 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) : Road concreting |
| 21 | Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) :25 mm nominal bore |
| 22 | Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) :32 mm nominal bore |
| 23 | Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) :40 mm nominal bore |
| 24 | Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) :50 mm nominal bore |
| 25 | Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) :65mm nominal bore |
| 26 | Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) 80mm nominal bore |
| 27 | Providing Class B Multijet water meter with ISI mark water metre, with u-trap, fitting air valve, supply and fixing weather resistant PP / PE meter box of minimum size 300mm x 200mm x 150mm made water metre protection box, water metre valve, saddle piece etc complete as per the approved drawing including cost and conveyence of all materials |
| 28 | Providing 15mm PVC Tap in the water meter assembly for 15mm connection, using 20mm Indian Standard Class 6 uPVC pipes and specials including cost of materials, consumables, hire charges for tools and labour charges etc. complete and as per the direction of departmental officers. |
| 29 | Supply and Fixing 63mm Dia Class 4 PVC pipe for stand post 1.3m length, cement concrete of specified grade excluding the cost of centering and shuttering - All work 1:2:4 (cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) |
| 30 | Providing 20mm (1/2 inch) PVC Air Valve in the water meter assembly for 15mm connection, using 20mm Indian Standard Class 6 uPVC pipes and specials including cost of materials, consumables, hire for tools and labour charges etc. complete and as per the directions of the department officers. Please Enable Macros to View BoQ information |
