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| 1 | Tube well |
| 2 | Hydrological survey |
| 3 | Trasportation of suitable truck mounted Heavy Duty ODEX Rin machine, Air compressor, Op unit, camp equipage, connected T&P and necessary accessories, tubewell assembly housing pipe etc. including loading, unloading erection and leveling of rig machine upto site of work etc. as complete in all respect as per direction of E/I required for drilling and development of Mini tubwell. |
| 4 | Dismantlling of Rin Machine and clearance of site after satisfactory completion of work. |
| 5 | ODEX Drilling of Rin 250 dia. Bore by rig machine using ODEX method in alluvial, boulders, pebble, rocky, stone, sticky clay, from ground level up to entire depth ordered by the department. |
| 6 | Lowering of tube well assembly as below. |
| 7 | Lowering of 250 mm dia 6 mm thick MSERW pipe Plain and slotted as required |
| 8 | Lowering of 250 mm dia 6 mm thick MSERW pipe slotted as required |
| 9 | Fixing of 250 mm dia Tube well cap |
| 10 | Fixing of 250 mm dia MS clamp |
| 11 | S/F of 250 mm dia Casing shoe |
| 12 | S/F of Suitable bit tube |
| 13 | Development of tube well by air of compressor having the capacity 300-350 PSI to the satisfaction E/Ito give sand free discharge and propoer packing of pea gravels at least for 15 Hrs including sealing of the well by suitable method approved by Engineer |
| 14 | Development of tube well by the suitable submersible OP unit complete with lowering and lifting of pumping plant having suitable distance including running of OP unit and yield testing of tubwell by \\" V\\" notch, atlest for 30 hrs till the satisfactory completion of the work the price to include and pumping tests to be carried out after construction to ascertion the discharge as E/I |
| 15 | Chemical and bacteriological testing of water |
| 16 | Mechanical & Electical Works |
| 17 | Supply of KSB Make 250 LPM, 198 mtr Discharge submerssible pumpset |
| 18 | Supply of full automatic starter panel for 25 HP Electronic pannel. |
| 19 | S/F of 80 mm dia MSERW Column pipe 3.0 mtr length with flange |
| 20 | S/F of 16 mm sqm finolax make 3 core flat submerssible cable |
| 21 | S/F of 3.00 mtr length both side duly threaded 8 TPL and fitting with heavy socket on one end |
| 22 | S/F of 1.00 m length both end flange welded |
| 23 | S/F of 3.00 mtr length one side duly threaded 8 TPL and fitting with heavy socket on one end |
| 24 | Cast Steel D/F sluice valve with hand wheel 80 mm size PN 1.6 |
| 25 | C.I D/F Reflex valve 80 mm dia |
| 26 | C.I D/F bend 80 mm dia heavy duty |
| 27 | C.I Tee 80 mm x 80mm x 80mm Dia heavy duty |
| 28 | D.I clamp heavy duty complete with nuts & bolts suitable for 80 mm column pipe |
| 29 | M.S Reducer pipe of size suitable for NRV on one end and 80 mm on other end |
| 30 | Nutt Bolt Rubber packing etc. |
| 31 | 4m MS pole with chain pully arrangement |
| 32 | Installation and testing of pumping plant |
| 33 | Transportation of pumping plant and accessories |
| 34 | Civil Work |
| 35 | Earthwork in excavation in all kinds of soil by mechanical means (Hydraulic excacator)/ manual means of required width for pipes, cables, foundation of thrust blocks, drains or any other similar work including dressing of sides and ramming of bottoms for all lift, including getting out the excavated soil and disposal of surplus excavated soils as directed, within a lead of 50m.All kinds of soil |
| 36 | Providing and laying PCC of M15 (1:2:4) gr using 20mm and down size aggregate laid in 15cm thick layers and well compacted vibrating curing finishing with necessary cement mortar excluding formwork and centering and including all lead and lift and cost of labour tools tackles and curing as poer specifications and as directed by the engineer (for Retaining wall cross wall pipe supports anchor/thrust blocks valve chambersa etc) |
| 37 | Supplying of Mild Steel Pipes (Yst-210) of required size and thickness conforming to IS/ISO 3183/2007 including perfect linking and welding of joints to correct position80 mm dia (I D) of 4.8 mm thick |
| 38 | Laying and jointing of Mild Steel Pipes (Yst-210) of required size and thickness conforming to IS/ISO 3183/2007 including perfect linking and welding of joints to correct position80 mm dia (I D) of 4.8 mm thick |
| 39 | Supply of all materials, labour, T&P etc and construction of R.C.C. CWR of following capacities (KL) with M.S. ladder outside & inside of the tank, M.S. M.H. cover with locking arrangement, supply and fixing of outlet, over flow and wash out pipes with neccessary sluice valves, pipe pieces (including cost of materials) flooring 0.60 m wide apron, painting with approved water proofing (apex)/ enamel paint, testing, filling water for testing purpose etc. including supply of vertical pipes and specials, assuming bearing capacity as 8MT/M2.100 KL |
| 40 | MS work for lowering and lifting pipe cantilever stand for RCC work 1:2:4 |
| 41 | AMR water meter |
| 42 | Chlorinator dozer Please Enable Macros to View BoQ information |
