|
| 1 | Supply, Laying & Jointing of following sizes (D.I. K-9/K-7) pipes for Rising/feeder main & distribution system conforming to latest/relevant I.S. 8329/2000 Specifications with all jointing materials such as D.I. S/S or flanged Specials conforming to latest /relevant I.S. specifications with rubber gasket also, suitable for G.I. / D.I pipes, as per IS-1239 /2000 and IS 8329/2000 or their latest amendment including F.O.R. destination and all taxes and insurance etc. with loading, unloading and Carting up to site of work, also including specials for these pipes and lowering them into the trenches and laying true to alignment and gradient and jointing etc. complete (including hydro testing of pipe lines and cutting of pipes for making up the length but excluding the cost of trenches).all required for proper completion of works as per direction of the Engineer. |
| 2 | DI K9 200MM |
| 3 | DI K7 200MM |
| 4 | Supply & laying of following sizes of GI pipes as per IS 1239/2000 & IS 8329/2000 or there latest amendment oncluding F.O.R. destination & all Taxes and insaurance etc with loading unloading & stacking all complete. |
| 5 | GI 80MM |
| 6 | GI 65MM |
| 7 | Supply of C.I.Sluice/Scour valves /Double Kinetic air valve as per Relevent I.S. Code suitable for a working pressure of 10 Kg/sqcm. Including Carting from store to site of work, lowering, fixing and jointing of following fittings in trenches. |
| 8 | Air valve (Double Kinetic Air Valve PN 16 as per IS 14845) |
| 9 | 50 mm dia. |
| 10 | C.I. D/F Sluice/Scour valve PN 16 as per IS 14846 |
| 11 | 250MM |
| 12 | Excavation of earth in soil/rock as mentioned below for pipe line and rising main /Feeder Main & Distribution System trenches including lift upto 1.50 m and lead upto 50 m and refilling watering, ramming of the excavated earth into the trench and also disposal of surplus earth upto 50m from the centre of the trenches including supply of all material labour, T&P etc required for proper completion of works as per direction of the Engineer. |
| 13 | Excavation in Earth, Moorum, shingle |
| 14 | 0.0 to 1.5 M. depth |
| 15 | Excavation in soft/ medium/ hard rock |
| 16 | 0.0 to 1.5 M. depth |
| 17 | Construction of following type chambers as per department type design and drawing including Heavy duty R.C.C. Manhole Cover and all materials, labour, T&P etc complete for proper completion of work as per instructions of Engineer |
| 18 | Sluice Valve Chamber (Masonry type) (1325mmX1175mmX2625mm) |
| 19 | Design and construct Thrust Block made in R.C.C. with cement coarse sand & 20 mm gauge stone ballast in proportion of 1:1.5:3 for pipe line including supply of MS reinforcement wrought to required shape as necessary its bending fixing & binding the same with 0.50 mm thick binding wire in position & necessary centering & shuttering including curing and supply of all materials labour T & P etc. required for proper completion of the work and as per specifications for RCC work as per instructions of Engineer -in -charge. |
| 20 | Making Inter connection of new shifted pipeline with existing pipeline, cutting of DI/HDPE/GI pipeline, bailing out of water manually/by Diesel pumps, including supply of all material, labour, T&P, speicals like tee, bend etc. all complete with testing and commissioning of pipeline. |
| 21 | Nala/culvert/Road crossings: Provision for following type of nala/culvert/Road crossing with excavation,PCC M-15,and RCC M20 including reinforcement and shuttering as per departmental type design and drawings etc complete as per instructions of engineer incharge etc complete |
| 22 | DI Pipe 200MM |
| 23 | GI 65MM |
| 24 | Supply, Fabrication and eraction of Single Span Steel truss bridge, 1.50 m. wide and 35.0 m long over Canal including supply, laying, jointing of 200 mm dia D.I. D/F Pipeline over steel bridge near WTP Campus at Raksa village Under Raksa GOV W/s Scheme, Distt.-Jhansi. Please Enable Macros to View BoQ information |
