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| 1 | Excavation for pipe line in soil mixed with moorum/shingle/kankar with lift up to 1.5 meter and lead up to 50 meter and including refilling, watering and ramming of excavated in to trenches and removal and disposal of surplus earth within 50 meters. |
| 2 | Supply of following sizes of ISI Marked P.V.C pipes up to stores of consignees including TPI charges, packing and forwarding charges, transit insurance, road transporation charges etc. all complete. 90 mm dia PVC Pipes Pressure 6 Kg/cm2 |
| 3 | Supply of specials for above PVC Pipe |
| 4 | Carting, laying and jointing of the following sizes of pipe into the trenches including cost of all jointing material, labour, T & P and testing etc, complete 90 mm dia PVC Pipes Pressure 6 Kg/cm2 |
| 5 | Supply of following types of fitting including rail way freight, cartage upto store, all taxes and insurance, C.I.D/P Sluice Valve/Scour Valve as per 1.5: 780-1969 Class-1 working pressure 10 Kg/cm2 F.O.R. destination and all taxes and insurance etc. complete. 80 mm dia C.I.D/P Sluice Valve |
| 6 | Carting of following sizes C.I.D/P Sluice Valve and specials from departmental store to site of work and lowering them in to the trenches, fixing in position and jointing them with pipelines and testing etc. complete (including supply of jointing materials) 80 mm dia C.I.D/P Sluice Valve |
| 7 | Supply of all type materials and consturct following chamber as per type design with supply of all labour, T & P etc. complete. Masonry Type |
| 8 | Sand bedding in trenches in layers not exceeding 10cm in depth, consolidating each deposited layer by ramming and watering complete as per instruction of engineer. |
| 9 | design and construct thrust block made in RCC with cement, coarse sand and 20mm gauge stone ballast in proportion of 1:1.5:3, for pipe ling including supply of MS reinforcement wrought to required shape as necessary, its bending, fixing and binding the same with 0.50 mm thick binding wire in position and necessary centring and shuttering including curving and supply of all materials, laubor T&P etc. required for proper comption of work as per specificaitons for RCC work as per instruction of engineer-in-charge. |
| 10 | Supply of All materials, labour, T & P etc. Complete and making of House Connection to the consummers including cost of saddle brass ferrule, gate wall etc. |
| 11 | B O E |
| 12 | S/O 80mm dia C.I.D joint including rubber ring, Nut- Bolts etc all complete. |
| 13 | Disposal of mud/malba outside of Municipal limit including all complete. |
| 14 | Provision for crossings of nala and culvert including sifting of telephone cables etc along the alignement of pipeline including supply di tytone pipe and specials etc comp |
| 15 | Provision for Barrication Both side with Bamboo & Ballies with red flags including all complete. |
| 16 | Site clearance & unforeseen works |
| 17 | Disinfiecting of new water mains by fiushing with water containing blecaching power at 0.5 gms peer liter of water and cleaning the same with fresh water, opreation to be repeated three times including geeting the sample of water from the disinfected main tested in the muncipal laboratory. |
| 18 | Inter connection newly laid pipe line wih old existing running pipe line of different types and dia including excavation, dewatering from trenches, barricating arrangement and traffic control etc. all complete. Please Enable Macros to View BoQ information |
