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| 1 | Excavation trenches in all kind of soil with required width of pipe including dewatering if required, shorting, excavation for sockets,and dressing of sides, ramming of bottoms, up to the required depth including removing the excavated soil, and then refilling the soil as required in layers not exceeding 15 cm in depth including consolidating each deposited layer by ramming, watering etc and disposing of surplus excavated soil as directed, as per technical specifications and as per direction of Engineer. The work shall be inclusive of excavation without damaging the underground utilities like electrical and telephone cables, water disribution line, sewer and storm water lines and in case of damages the same shall be replaced eith free of cost. the item is also inclusive of reinstatement of damaged sewer / water house service connections during excavation. The drains, public rams and other miscellaneous structures with get damaged while excavation shall be reinstated under this Item.(SAME AS ITEM 2001 BUT IN SOIL MIXED WITHMOORUM/SHINGLE/KANKAR)Sr. No 2002 U.P Jal Nigam250 mm dia DI K7 |
| 2 | Providing and supplying ISI mark DI-k7 S&S pipes (push on joints pressure pipes of D.I. of following class and dismeter comfirming to the I.S. specification inclusive cost of jointing materials (Rubber gasket of EPDM Quality) including all statuary duties and taxes , Third party inspection charges, including Transit insurance, Railway Freight, Unloading from railway departmental store/site of work, unloading, stacking etc. completed as directed by Engineer-in-charge ( IS 1536 / 2001 for pipes and IS 158 / 1969 and IS 12820 / 1989 or latest edition / revision with amendments for Rubber Gaskets.Sr. No. 06 Enlosure Letter No. 163/ Purchase/ General/ (2121-0052)2022/25 date;-11/05/2022250 mm dia (DI K7) |
| 3 | Supply of Specials for following pipes DI specials for DI pressure pipes10% Cost of DI pipes |
| 4 | Dismantling of road base concrete including disposal of unserviceable material etc. complete. Analysis Rate as Per(U.P. JAL NIGAM)Interlocking tiles road |
| 5 | Lowering laying and jointing of D.I pipe in proper position using electrofusion specials including supply of all Electrofusion specials & hydraulic testing as per relevent IS Code complete with all accessories like Electrofusion machine, power arrangements, hydraulic testing arrangements, labours, material etcSr. No.2202 U.P Jal Nigam 250 mm (DI-K7) |
| 6 | Supply and fixing of following types of fittings including railway freight, cartage upto store, all taxes and duties complete.C.I Sluice/Scour valves as per I.S. 780 suitable for a working pressure of 16 Kg/Sqm.C.I. Sluice valve250 mm dia |
| 7 | Supply and fixing of all materials and construction of following chambers as per type designSluice valve chambersMasonary type for 250 mm dia |
| 8 | Re-instatement of road after laying of pipe line work inc. supply of all materials, T&P etc.50%old and 50% new interlocking with Analaysis Rate of U.P JAL NIGAM |
| 9 | Provision for Crossing of Nalas(0.5m to 2.0 m width) for Laying of Pipes line including necessary specials, t&P and arrangement of diversion of water, baricatings etc required with dismatalling of drains and recostruction of same as per type design of the existing drain0.3-0.5 m |
| 10 | 0.5 - 1.0 m |
| 11 | 1.5 - 2.0 m Please Enable Macros to View BoQ information |