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| 1 | Supply, Installation, testing and Commissioning of 2000 lpm , 85 mtr Head Pumping Plant including Control panel and 24 mtr. coloumn pipe, NRV,CI D/F Bend 90 deg., CI A/F Tee, D/F pipe (1.5 mtr. long-2 Nos and 1 met long- 1 No ), Earthing, Painting,Toolset, wiring of pump house (with internal&external electrification),chainpully block and all pumping plant accessories with nut bolts and rubber packing etc. |
| 2 | SITC of Soft starter for above 25 HP/ 22 KW pumpset with RS 485 Port-400V Class for above pumpset |
| 3 | SITC of 50 kva stabilizer for above pumpset |
| 4 | Supply of Electronic Type Liquid Chlorine dozing system |
| 5 | Lightening Arrestor,Copper Strip , Earth kit and Chemical Earthing as per latest I.E rules has to be Provided for cathodes and rest as per normal GI Earth strips from cathode to different equipments. |
| 6 | Misc. Items such as Prtection Ring, Cutout, Electric resistance Rubber sheet, Transformer oil etc. |
| 7 | Painting of pumping plants and other equipments |
| 8 | watch and ward during installation period |
| 9 | Transportation, Erection, Dismantling of Rig Machine and its T&P |
| 10 | Carting,loading and unloading of Tubewell assembly from Store to site work . |
| 11 | Transportation, Erection, Dismantling of Compressor 250/350 PSI |
| 12 | Transportation, Erection, Dismantling of 2 Cusec/ 3 Cusec O.P. Unit and Yield test |
| 13 | Supply of Tubewell AssemblyM.S.Tubewell assembly with all required parts like plain pipe, Slotted pipe (as required upto 50% of plain pipes) rings, well cap bail plug, clamp reducer, central guide, suport structure etc. as required & as per typed design complete in all respect.(Note- Axial Length of Reducer without Ring shall be measured with casing pipe)1-300 mm dia M.S. Pipe |
| 14 | 2-200 mm dia M.S. Plain/slotted |
| 15 | PEA-GRAVEL (As per IS:4097) 1.65 mm to 4.50 mm size Pea gravel of Lalkuwan quarry duly screened, washed and properly stacked at site for Tubewell |
| 16 | Drilling of bore by rig machine As Per IS :2800(Part I & II):1-Drilling of bore by 600 mm dia bit GL to 60 mt. BGL. |
| 17 | 2-Drilling of bore by 500 mm dia bit from 60 mt GL to 100 mt. BGL. |
| 18 | 3-Drilling of bore by 500 mm dia bit 100 m BGL to 160 m. BGL. |
| 19 | Lowering of tube well assembly With M.S. rings, Bail Plug, Reducer Including welding:1-Lowering of 300 mm dia M.S. Housing pipe from GL to 54 m.BGL |
| 20 | 2- Lowering of 200 mm dia M.S. Plain/slotted pipe 54 m. BGL to 100 m. BGL |
| 21 | 3- Lowering of 200 mm dia M.S. Plain/slotted pipe 100 m. BGL to 145 m. BGL |
| 22 | Development of tube well by 250 PSI air compressor and 3 cusec O.P. Unit to yield sand free discharge.1-Development and testing of tube well by Air Compressor. |
| 23 | 2-Development and testing of tube Well O.P.Unit to yield sand free Discharge. |
| 24 | 3-Chemical and Bacteriologicaltest (Analysis of water sample) |
| 25 | 4-Logging of borehole by departmental/approved electric logger |
| 26 | Arrangement of water and digging of pit for water storage |
| 27 | Barricading of site at the time of Tubewell Construction. |
| 28 | Site clearance after completion of tube well and cutting , Welding of Wellcape after development and earth filling in water pits. |
| 29 | Supply of following Sizes and type of pipe with coupler and all jointing material auch as solvent cement etc. including F.O.R destination and all taxes . Insurance and with unloading and stacking etc.DI pipe K7 200mm Dia |
| 30 | Excavation for pipe line works is ordinary soil (Loam,clay or sand) for pipe line trenches , including lift upto 1.50m & Lead upto 50m & refiling Watering ,ramming of excavated Earth into trenches and disposed of surplus earth upto 50m from centre. 2001 |
| 31 | Cartiring of the following Sizes pipes and special from department store to site of work and lowering them in to trenches anf laying true to alignment and gradient including testing of pipeline . But including all labour T&P etc complete for above PVC Pipe DI pipe K7 200mm Dia |
| 32 | Dismantling of following types of surface including sorting out stacking of surviceable material and disposal of unserviceable material upto a distance of 50m.C.C road |
| 33 | Reinstatement of the following type of road surface with old and new material including supply of material , labour T&P etc required for proper completion of work.C.C road |
| 34 | Provision for crossing of nalas, road, culvert and embankments (bundhs) etc. including shifting of tele phone cables etc. along the alignment of pipe line including supply of C.T tytan pipes and specials, and their laying and jointing testing etc complete.1- Nala crossing/ culvert Crossing UPTO 1.50 m |
| 35 | Provide all material, labour,T&P etc complete for construction of single tap pillar type stand post as per department type design. |
| 36 | ADD 1% LABOUR CESS Please Enable Macros to View BoQ information |
