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| 1 | Drilling of 550mm dia bore with reverse rotary rigin all kinds of soil including the cost of consumable stores, fuel oil and transportation of rig to the site. Complete in all respects. |
| 2 | Drilling of 550mm dia bore with reverse rotary rig upto 150 mtr depth BGL. |
| 3 | Drilling of 550mm dia bore with reverse rotary rig beyond 150 mtr depth upto 300 mtr depth |
| 4 | 1. Erection and dismantling of boring plant including all arrangement for the transportation of the boring equipment to site of work from the store of contractor at site and back are to be made by the contractor at his own cost. All rates should be quoted for supplying the material at site of work. Pits for collection of Water and Water for drilling tube-well be arranged by the firm/ contractor at site at his own cost. |
| 5 | 2. In case the bore is converted into a tube-well payment of bore shall be made up to the bail plug plus margin (7% of main bore drilling or as actual as per field requirement whichever is less) required for sustaining the main bore. The test bore beyond margin shall be paid at the rate of test bore drilling. |
| 6 | Making electric Logging of borehole with electronic well logger including cost of equipment at site etc.complete in all respect. |
| 7 | Supplying, lowering of MS Pipe as per IS:4270-2001 including MS sockets having dimensions as per IS code duly welded with MS electrode to have extra strength to lower the pipe into tubewell bore. |
| 8 | 250mm Nominal Diameter (Weight 52.3 kg/mtr) 8.00mm Thickness |
| 9 | 200 mm Nominal Diameter (Weight 33.6 kg/mtr) 6.40 mm Thickness |
| 10 | Supplying, fixing andlowering of stainless steel cage type wite wound screen as per , ISI 8110-2000 or latest ISImarked , duly welded with suitable grade SS welding electrode to lower the strainer into tubewell bore . |
| 11 | 200mm internal diameter (slot size 0.75mm) 6.30 mmthickness |
| 12 | Supplying and fixing of bail plug of M.S pipecomplete with inverted U-hook attached to the bottom plugComplete in all respects. |
| 13 | 200mm internal diameter (weight 33.6kg/m) 6.40 mmthickness |
| 14 | Providing and fixing M.S. taper / reducermade out of 6 mm thick M.S. sheet complete in all respect. |
| 15 | Reducer 250mm x 200 mm |
| 16 | Supplying, fixing andlowering of stainless steel socket as per IS 8110-2000 or latest, ISI marked duly welded with suitable grade SS welding electrode to lower the strainer into tubewell bore complete in all respect. |
| 17 | 200mm Internal Diameter |
| 18 | Supplying, lowering & fixing of M.S. special socket to connect S.S. Strainer to M.S pipe duly welded with suitable grade welding electrode complete in all respects. |
| 19 | 200mm Internal Diameter |
| 20 | Supplying & Fixing of well cap having thread to fix on housing pipe complete in all respect. |
| 21 | 250mm Internal Diameter |
| 22 | Supplying & fixing of M.S Clamp of size 150mm X 12mm made out of MS Flat 1.52m long, suitable to fit Housing pipe including the cost Nut & Bolts of Suitable size complete in all respect. |
| 23 | Supplying at site Wooden Box of suitable size with Lid & locking arrangment for preserving strata sample collected from the bore. |
| 24 | Supplying of tibba sand /local sand over gravel packing & clayseal, upto G.Level between pipe assembly and bore including carriage . Complete job in all respect(as per IS 2800-2019) |
| 25 | Supplying of clay to provide imprevious layer in between pipe assembly and bore above gravel packing including carriage of material. Complete in all respect. (as per IS 2800-2019) |
| 26 | Supplying at quarry site of gravel of 1/16\" to 1/8\" sizes including pouring and packing in the annular space between the pipes assembly and the bore.The gravel should be free from, dust,dirt, or the vegetable manner as per IS 4097/1967 with latest amendments .( to be paid as per actual length of pipe) |
| 27 | Supplying and fixing sanitary seal having rubber tight on housing pipe . Complete job in all respect 250 mm dia(as per IS 2800-2019) |
| 28 | Supplying andfixing Mild steel centering guide made out of 32mm x 6mm thick M.S. bar complete in all respects. |
| 29 | Testing of water sample for Heavy metal from approved laboratory (Toxic material such as Arsenic, lead, mercury, pesticide etc.) |
| 30 | Provision for Sterilisation of tubewell with sodium hypochorlide/ chlorination of well as per IS code 2800: 2019 complete job. The well shall be disinfected or sterilized as per IS code 2800:2019 or latest, after the development by pump and before the final test. All wells regardless of the use should be sterilized on completion to prevent or retard the growth of corrosion or incrustation fostering organisms. This should be done by introducing chlorine into the water in the well and immediate aquifer surrounding the well .The volume of water in the screen and casing should be estimated and sufficient chlorine added to yield forwater with chlorination of 1000 ppm. The solution should be poured into the well and thoroughly mixed in the well by surging with pump. The solution should remain in the well for at leaset 6 hours during which it should be surged at about 2 h interval. After expiration of contact time , the well should be pumped initially back into the well for abour 30 minute and late to waste until there is little of no odour or taste of chlorine in the discharged water . IT has been found that using hypochlorite is of 10% concentration, the requirement of hypochlorite is 10 litre for every cubic meter of water in the well to produce. |
| 31 | Development and Stabilizing of the tubewell with air compressor of required capacity as directed by the engineer-in- charge including cost of tools, appliances & consumable to the satisfaction of Engineer-in-charge. |
| 32 | Capacity of Air compressor 550 cfm at600 PSI |
| 33 | Development and Stabilizing of the tubewell with submersible pump of required capacity as directed by the engineer-in- charge including cost of tools, appliances & consumable to the satisfaction of Engineer-in-charge. |
| 34 | Providing, Laying , fixing & jointing ofP.V.C. Pipes as per ISI-4985 (ISI marked with the prior approval of Engineer-in-Charge) along the Trenches and laying the same in Trenches to correct alignment and gradients, cutting, jointing and testing complete as per specifications including excavation. |
| 35 | 110mm o/d pipe of 10kg/sqcm |
| 36 | Repair of existing electrically driven pumping set rewinding , as per site requirement . Complete job including transportaion , lowering in all respects |
| 37 | Supplying lowering of 80 mm dia GI double flanged column pipe pipe as per IS 1229 including cost of specials such as GI sockets, cutting , threading and welding etc.Complete in all respects (66 out of 116 mt shall be used from the old material exist at site) |
| 38 | Providing and fixing of submerssible of 6 mm ² core cable , complete in all respect |
| 39 | Repair of 1 no. existing control panel consisting of electrical appliances such as contactor, fuses, MCCB\"s over load relays , isolator switches wiring and connnections as per requirement. Complete in all respect . |
| 40 | Repair of delivery main as per site coditions the repair consisting of the replacement of rubber, flange/nut bolts connection of new tubewell with old delivery main complete job 1. Rubber & gaskets = 1500 /-2. Connection labour= 2000/-3.Nut&bolts 5 kg @ 60 per kg = 300/-4.(2 No) sluice valve 100mm i/d = 6016/-5. Air valve 40mm dia = 2382.73/-6. NRV 100 mm dia= 5159.78/- |
| 41 | Credit for old nut bolt and SV |
| 42 | Credit of old sluice valve , Nrv, air valve etc. |
| 43 | Credit for old Submersible cable complete job ( scrap for copper wire) ([email protected] @ 200mtr length) |
