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| 1 | Laying and Jointing PVC Pipe. Heading |
| 2 | Supply of 110 mm dia PVC pipe 6 kg per sq cm I.S.I. Marked with carting up to store.UPPWD SOR Chapter 2 item no 15 (iv) |
| 3 | Supply of all specials for laying & Jointing of PVC pipes including all taxes. |
| 4 | Supply and fixing of pvc ball valve of 110mm PN6 for control of bypass |
| 5 | Excavition for pipe line in soil mixed with kankar with a lift upto 1.50m and lead upto 30m from the trenches and disposal of surplus earth within a distance of 60m from the trenches. (UPJN SOR 2002) |
| 6 | Cartage from store to site of work to the following pipes lowering them into the trenches laying true the alignment and gradient and jointing and testing including cutting of pipes for making up required length. ( UPJN SOR 2043) |
| 7 | Construction of brick masonary collectionchambers 50x50x60 cm. with RCC/slab cover. |
| 8 | Site clearance and other unforeseen items. |
| 9 | Laying and Jointing PVC Pipe. Heading |
| 10 | Supply of Perforated pipes 110 mm dia x 6 kg/cm2 and end cap with nylone jali including and cartage up to store including all taxes and duties |
| 11 | Making bore hole 200 mm dia by casing method in all type of soil as per drawing including supply of all material and T&P etc.and cartage up to store including all taxes and duties |
| 12 | Lowering the perforated PVC pipes in bore hole including supply of all material and T & P etc. and cartage up to store including all taxes and duties and supply and pouring of pebbles 15 to 20 mm size between bore hole and pipe complete. |
| 13 | (1001)Excavation in foundation in ordinary soil(loam,clay or sand) including lift up to 1.50 m& lead up to 50 m,refilling,watering and ramming of evcavated earth into the trenches or space betwwen the building and sides of foundation trenches or into the plinth and disposal of surplus earth up to the distance of 50 mfrom the center of the foundation trenches. |
| 14 | (1001+1006)Same as item no. 4 above but in depth 1.5 m to 3.0 m in depth |
| 15 | (1009) Concrete with 40 mm gauge brick ballast, local sand and cement in proportion in 12:6:1 in foundation including supply of all material,labour T & P etc. required for proper completion of work. |
| 16 | (1029) Ist. Class brick work in 1:6 cement and local mortar in foundation and plinth including supply of all material, labour T&P etc. required for proper completion of work. |
| 17 | (1025) R.C.C. work with cement,coarse sand and 20mm gauge approved stone ballast in proportion of 1:1.5:3 in slabs excluding supply of reinforcement and its bending but including its fixing and binding the same with 0.50 mm thick binding wire and the cost of binding wire and including Inecessary centering and shuttering supply of all |
| 18 | (1151) M. S. or iron work in plain work such as R.C.C.or R.B. work (when not included in over all rates) brought to required shape as necessary including bending for proper completion of the work including supply of steel and its wastage. |
| 19 | (1149)M.S. grill made of angle iron frame with square bars with locking arrangement including supply of all material, labour T&P etc. required for proper completion of work |
| 20 | Supply and filling of following size of pebbles including supply of all material, labour T & P etc. required for proper completion of work. |
| 21 | Supply and filling of coarse sand including supply of all material, labour T&P etc.required for proper completion of work. |
| 22 | (1232 & 1233) Painting or varnishing new work or new wood work in small areas with one priming coat and two coat of approved quality paint or varnish including supply of all material,labour T&P etc. required for proper completion of work. |
| 23 | Leveling, dressing and other unforeseen items. |
| 24 | 18% GST Please Enable Macros to View BoQ information |