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| 1 | Tube Well Assembly |
| 2 | 200 mm. dia 7.1 mm thick MSERW Plane pipe |
| 3 | 200mm.dia 7.1 mm thick M.S. Slotted pipe |
| 4 | 200 mm.dia. M.S. Clamp. |
| 5 | 200 mm. dia. Well Cap. |
| 6 | 200 mm. dia. M.S. Ring |
| 7 | 200 mm. dia. Tubewell assembly support made |
| 8 | by 150 mm x 3 mtr long. |
| 9 | Supply of Lal Kuan Pea Gravel 1.6 to 4.8 mm. |
| 10 | size for Tubewell |
| 11 | DRILLING OF TUBEWELL BORE |
| 12 | DC Drilling of 500 mm. dia bore from G.L. to 66 M. BGL |
| 13 | DTH Drilling of 200/165 mm. dia bore from 66 M to 200M. BGL |
| 14 | Electrical logging of bore hole |
| 15 | LOWERING OF TUBEWELL ASSEMBLY AND SHROUDING OF PEA-GRAVEL |
| 16 | 200 mm. dia. Plane/Slotted Pipe from G.L to 66 M. BGL . |
| 17 | DEVELOPMENT BY AIR COMPRESSOR INCLUDING TRANSPORTATION, ERECTION AND DISMANTLING |
| 18 | Charges for Development of TW by 250 PSI Air compressor. |
| 19 | DEVELOPMENT BY O.P. UNIT INCLUDING TRANSPORTATION, ERECTION AND DISMANTLING |
| 20 | Charges for Development of TW by 0.5 cusec OP Unit |
| 21 | Water sammple collection and testing charges |
| 22 | SITC of Energy efficant AC submersible pumping plant including DOL starter with submersible flat cable of suitable lanegth, main pinping and valves with 8 nos column pipes, distance piece for rising main and bypass side, NRV cum pump and colun pipe jointer power wiring, chemical earthing, painting, wiring of pump house (internal & external) and installation job of pumping plant complete in all respect with all required material, T&P labour etc complete in all respect with all required material, T&P labour etc for following duties in Grid Powered Applications. |
| 23 | 7.5 HP (80 mm dia size main piping and valves) |
| 24 | 3 meter long 80 mm dia havy duty column pipe as above (spare) |
| 25 | 2 tonne capacity chain pulley block |
| 26 | Pressure guage |
| 27 | Electronic type chlorinating dosing system with 6 LPH capacity 4 kg/cm2 working pressor with 100 liter tank. |
| 28 | SITC of 15 KVA Oil colled servo stabilizer (150-460 volte range with protection device for high low voltage cut off, over load protection included oil filling earthing and power wiring etc job complete in all respect with all required materials, T&P, labour. |
| 29 | SITC of flat submersible cable of 2.5 mm2 (Finolex or ISI Mark other reputed make) |
| 30 | SITC and cable lying of XLPE armored 3.5 core cable 16 mm2 size with all acessoriese labour t&p etc. |
| 31 | Construction of brick work cum RCC piller girder for dismentaling and lowering of pump motar as per departmental design and drawing including material labour T&P etc all complete as per direction of engineer in charge. |
| 32 | Excavation of earth in ordinary soil (loam, clay or sand) for pipe line and rising main 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 center of the trenches including supply of all material labour, T&P etc complete as per instructions of Engineer ‐in ‐charge. |
| 33 | Ordinary soil |
| 34 | Mixed soil with Kankar |
| 35 | Supply of following sizes pipes for ditribution system conforming to latest/relevant I.S 4984/1995 Specification with all jointing materials and specials conforming to leatest.Relevent I.S specifications 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 lowerring them into the trenches and laying true to alignment and gradient and jointing etc.complete ( including testing of pipe lines and cutting of pipes for making up the lenght but excluding the cost of trenches all complete as per instructions of Engineer -in-Charge. |
| 36 | 90 mm dia HDPE Pipe PN‐6: Class PE‐100 |
| 37 | 63 mm dia HDPE Pipe PN‐6: Class PE‐100 |
| 38 | 110 mm dia HDPE Pipe PN‐6: Class PE‐100 |
| 39 | 140 mm dia HDPE Pipe PN‐6: Class PE‐100 |
| 40 | 160 mm dia HDPE Pipe PN‐6: Class PE‐100 |
| 41 | Supply and carting up to site of work of the following dia DI butterfly /sluice valves, class I, working pressure 10 Kg/cm2 confirming to IS: 780/1969 or its latest amendments,including valve fittings & Dismantling Joints as per requirement F.O.R. destination, and lowering them into the already prepared trenches, fixing in position and jointing them with pipelines and testing etc. complete and also including supply of jointing materials etc. complete .including all taxes and insurance, as per instructions of Engineer ‐in ‐charge. |
| 42 | Sluice valve ‐65 mm dia |
| 43 | Sluice valve ‐80 mm dia |
| 44 | Sluice valve ‐100 mm dia |
| 45 | Sluice valve ‐150 mm dia |
| 46 | Repairing of leakages in existing pipe line including excavation of earth pit,bailing out of water, cutting of pipe line repairing of leakage by jointing materials,testing of pipe line and refilling of excavated earth ramming, levelling complete with supply of all required material,labour,T&P etc complete. |
| 47 | 63 mm dia pipe |
| 48 | 90 mm dia Pipe |
| 49 | 110 mm dia Pipe |
| 50 | Construction of following type chambers as per department type design and drawing including Heavy duty M.S. Manhole Cover and all materials, labour, T&P etc complete for proper completion of work as per instructions of Engineer ‐in ‐charge. |
| 51 | Sluice valve chamber ( masonry type )dia upto 200 mm ‐ 1000 (L) x 1200 (W) x 1300 (H) mm |
| 52 | Dismantling of the following type of road surfaces including supply of all materials labour T&P etc. required for proper completion of the work as per instructions of Engineer-in-charge |
| 53 | B.O.E. surface |
| 54 | Interlocking Road |
| 55 | C.C. Road |
| 56 | Reinstatement of the following type of road surfaces with old and new materials including supply of all materials labour T&P etc. required for proper completion of the work as per instructions of Engineer-in-charge |
| 57 | B.O.E. surface( 50% of existing bricks to be reused) |
| 58 | Interlocking Road |
| 59 | C.C. Road |
| 60 | Making house connection should be done atleast 2 m inside the boundary wall with provision of tap from distribution line to outer wall of house, with supply of 1 m G.I. pipe ( 15 mm ) ( above ground ) & average 5 mtr. MDPE Pipe ( 20 mm) ( below ground) including specials, saddle, Tap,etc. of suitable size, T&P etc. including excavation, laying and jointing for proper completion of work as per instructions of Engineer as per Dwg 12 ( excluding road restoration) |
| 61 | Repairing of old FHTC |
| 62 | Construction of single tap pillar type stand post as per type design |
| 63 | Interconnection of newly laid rising main pipe line to OHT and making bypass arrengement and connection with pump no.2 including valves and all specials materials labour T&P etc all complete. Please Enable Macros to View BoQ information |
