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| 1 | Please Enable Macros to View BoQ information |
| 2 | Leakage repair in following dia Pipeline, joint repair with 'D' Joint/M Joint, lead and required spacial etc in the pipe line, feedar main Considering the site conditions the pipe line including Bailing out of water all arrangements till the work is completed, tested and pipe line becomes operational. The work will include pre -execution survey,restore of dameged utilites, dismantling of road, excavation in ordinary / muddy soil, including barricading, dewatering, Lead coping, supply of all materials, Safety equipment, labour, T&P etc. all complete. |
| 3 | HDPE Pipe PE-100, PN-6 |
| 4 | 90 mm dia |
| 5 | 110 mm dia |
| 6 | 140 mm dia |
| 7 | 160 mm dia |
| 8 | D.I. Pipe Class K-7 |
| 9 | 200 mm dia |
| 10 | 250 mm dia |
| 11 | 300 mm dia |
| 12 | 350 mm dia |
| 13 | 400 mm dia |
| 14 | 450 mm dia |
| 15 | 600 mm dia |
| 16 | Interconnection of water pipeline as per Existing Dia Including Dismentalling of road,utilites shifting, cutting, jointing, All necessary Fittings, T&P, Labour bailing out of water from the trench,testing of pipeline and refilling or back filling the trench for proper compaction and Disposal of Malva etc complete. |
| 17 | Provision for Road/Drain/Nala/Culvert CROSSING including all material, dismentalling & restoration of pit (all surfaces), Shifting of required utilities, complete work. Upto 200 mm dia (MS pipe casing of 6mm thick) |
| 18 | Distribution Line |
| 19 | Excavation of earth for pipe line trenches in all kinds of soils including shoring, shuttering, dewatering of trenches (if necessary) with lift upto 1.5 and lead upto 50M filling back the earth into trenches including watering, ramming and disposal of surplus material with in 50M lead etc. complete as per the directions of Site Engineer.The size of trench excavation for laying of pipeline shall be taken as following: Width = Dia of pipe plus 300mm om either side. Depth = Dia of pipe plus 1000mm. |
| 20 | Supply of following sizes and type of pipes with all jointing materials such as socket, rubber gasket and required specials as per IS 4984/1995 and IS-8329/2000 or their latest amendment includingF.O.R. destination and all taxes and insurance etc. with loading, unloading and stacking all complete |
| 21 | HDPE Pipe PE-100, PN-6 |
| 22 | 90 mm dia |
| 23 | 110 mm dia |
| 24 | 140 mm dia |
| 25 | 160 mm dia |
| 26 | D.I. Pipe Class K-7 |
| 27 | 200 mm dia |
| 28 | 250 mm dia |
| 29 | 300 mm dia |
| 30 | 350 mm dia |
| 31 | 400 mm dia |
| 32 | 450 mm dia |
| 33 | 600 mm dia |
| 34 | Carting of following size & type of pipes and specials from store to site of work and lowering them into the trenches and laying true to alignment and gradient and jointing etc. complete including testing of pipe lines and cutting of pipes. |
| 35 | HDPE Pipe PE-100, PN-6 |
| 36 | 90 mm dia |
| 37 | 110 mm dia |
| 38 | 140 mm dia |
| 39 | 160 mm dia |
| 40 | D.I. Pipe Class K-7 |
| 41 | 200 mm dia |
| 42 | 250 mm dia |
| 43 | 300 mm dia |
| 44 | 350 mm dia |
| 45 | 400 mm dia |
| 46 | 450 mm dia |
| 47 | 600 mm dia |
| 48 | Dismantling of following type of road and stacking of useful materials including supply of all materials, labour, T&P etc. complete. |
| 49 | BOE Road |
| 50 | C.C. Road |
| 51 | Bituminous Road |
| 52 | Interlocking |
| 53 | Reinstatement of following type of roads dismantled during laying of pipe line including supply of all materials, disposal of unserviciale materials up to distance of 8KM, labour and T & P etc. required for proper completion of the work. As per PWD / UPJN SPECIFICATION |
| 54 | BOE Road |
| 55 | C.C. Road |
| 56 | Bituminous Road |
| 57 | Interlocking (40% New) |
| 58 | Supply of all matterial, labour, T&P and construct RCC Thrust Blocks @ Bends etc complete for Following sizes |
| 59 | 200mm |
| 60 | 250mm |
| 61 | 300mm |
| 62 | 350mm |
| 63 | 400mm |
| 64 | Supply of following size sluice valve make DI DF Non Rising Cost iron Sluice valve as per IS 14846 : 2000 PN 16 |
| 65 | Sluice/wheel valve |
| 66 | 80 mm |
| 67 | 100 mm |
| 68 | 125 mm |
| 69 | 150mm |
| 70 | 200 mm |
| 71 | 250 mm |
| 72 | 300 mm |
| 73 | 350 mm |
| 74 | Scour Valve - 100 mm dia |
| 75 | Air valve - 25 mm dia |
| 76 | Fire Hydrant - 80 mm dia. |
| 77 | Carting of following sluice valves store to site of work, lowering, fixing and jointing of following fitting in trenches : |
| 78 | 80 mm |
| 79 | 100 mm |
| 80 | 125 mm |
| 81 | 150mm |
| 82 | 200 mm |
| 83 | 250 mm |
| 84 | 300 mm |
| 85 | 350 mm |
| 86 | Scour Valve - 100 mm dia |
| 87 | Air valve - 25 mm dia |
| 88 | Fire Hydrant - 80 mm dia. |
| 89 | Supply of all labour, materials, T&P etc. all complete and construction of following valve chambers as per type design. |
| 90 | Sluice Valve Chamber (surface box type) (Size - 90x90x100) cm |
| 91 | Sluice/scour valve/ wheel Valve Chamber (Masonary type) (Size - 120x120x100) cm |
| 92 | Air valve Chamber (Size - 60x60x75) cm |
| 93 | Fire hydrant Chamber (Size - 60x60x75) cm |
| 94 | 1st class brick-work in 1:6 cement and Coarse sand mortar in foundation & plinth including supply of all materials, labour, T&P etc. required for proper completion of the work. |
| 95 | 12mm thick plaster with cement mortar in proportion (1:4) cement & coarse sand over brick-work minimum thickness not to be less than 10mm, including supply of all materials, labour and T&P etc. required for proper completion of work. |
| 96 | R.C.C. work with cement, coarse sand and 20 mm gauge approved stone ballast in proportion of 1:1.5:3 in columns excluding supply of reinforcement and its bending but including its fixing and binding the same with 0.50 mm thick binding wire (to be supplied by the contractor) including necessary centering and shuttering, supply of all materials, labour, T&P etc. required for proper completion of the work. |
| 97 | Mild steel or iron work in plain work such as R.C.C. or R.B. work (when not included in over all rates), wrought to required shape, as necessary including bending for proper completion of work including supply of steel and wastage. |
| 98 | providing skilled superwiser/Pump Operator for operating of Sluice Valve at O.H.T. ( Over Head Tank) and zonal water distribution system, including opening, closing. Regulation of valve and rectification of leakages in Zonal Distribution pipe line, ensuring smooth water supply, Complete in all respects as per site requirements and direction of engineer-in-charge.(2 nos/Day, each shift 12Hours) |
| 99 | Supply and Fixing of HDPE/D.I. End Cap As Per Following Dia. Of pipelines |
| 100 | HDPE Pipe PE-100, PN-6 |
| 101 | 90 mm dia |
| 102 | 110 mm dia |
| 103 | 140 mm dia |
| 104 | 160 mm dia |
| 105 | D.I. Pipe Class K-7 |
| 106 | 200 mm dia |
| 107 | 250 mm dia |
| 108 | 300 mm dia |
| 109 | 350 mm dia |
| 110 | 400 mm dia |
