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| 1 | Civil Works |
| 2 | Provide all materials, labour, T&P etc. complete and construct Pump house size (3.60x3.00x3.00)m cum Chlorinating room size (2.25 x2.25x3.0) m as per departmental type design , drawing and specif ications for civil work given in the bid document, including supply of all material, labour and T&P etc complete as per instructions of Engineer ‐in ‐ charge |
| 3 | Construction work for repairing of existing pump house cum chloronome (Repairing of damaged walls of pump house, apron & bypass chamber by patch work in 1:2:4 cement, coarse sand and ordinary sand mortar,Rubbing, washing, double coat Painting of all sides of walls of pump house and bypass chamber,Painting of windows and doors of pump house by cleaning and applying 2 coats of smoke grey enamel paint including supply of all labours, materials, T&P etc complete for zone-1 |
| 4 | Construction of Pillar Platfrom and gravel feed chamberincluding supply of all labours, materials, T&P etc complete for rebore Tubewell of zone-1 (Site Clearence, excavation, concreting in foundation of pillar plat form & Gravel chamber etc. Supply of Steel, M-15 concrete & 1st class brick work in1:4 in pillar, Dismentling of girder form old T/W pillers and Fixing on Rebore T/W Pillers at the Top,Plaster,super snowcem 2 coat,1coat of white cement over pillar & platform,painting of girder etc complete work) |
| 5 | Rising Main |
| 6 | Supply of Following sizes pipes (D.I. K-9) for rising main conforming to latest relevent to I.S.83329/2000 specification with all jointing materials such as C.I. S/S or D.F. specials conforming to latest/relevant I.S. specification, suitable for D.I. pipes, as per IS-1239/2000 and IS 8329/2000 or their latest amendment including F.O.R. destination and all taxes and insurance etc. with loading, unloading and carting up to site of work.,complete. as per instructions of Engineer-in-charge. All pipes should be supplied from the firm enlisted by Material Manager UP Jal Nigam Lucknow and should be proper inspection, testing, certification & marking by M/s Crown Agents India Pvt. Ltd. New Delhi. |
| 7 | 200mm dia |
| 8 | Carting laying and jointing of the following sizes of pipes into the trenches including cost of all jointing material, labour T&P and testing etc. complete of work and lowering them into the trenches and laying true to alignment and gradient and jointing etc. complete (including sectional pressure testing of pipes lines and cutting of pipes for making up the length but excluding the cost of trenches). |
| 9 | 200mm dia |
| 10 | Excavation of earth in ordinary soil (loam, clay or sand) to give 1 mt. Cover from top of the pipe including lift upto 1.5 mt. and lead upto 50 mt. from centre of trenches and refilling of earth in 20 cm. layers with watering and raimming etc. complete |
| 11 | Supply and carting up to site of work of the following dia C.I./D.I. Talis/Hawale/Magwane/VAG/DOROT/Kiriloskar make butterfly/ sluice valves, Class I working pressure 10kg/cm2 confirming to IS: 780/1984 or latest amendments, F.O.R. destination, and lowering them into the already prepared trenches, fixing in position and jointing them with pipeline and testing etc. complete and also including supply of jointing materials etc. including all taxes and insurance |
| 12 | 200 mm |
| 13 | Construction of masonary type Sluice valve chambers as per department type design and drawing including supply of Heavy duty M.S. Manhole Cover and all materials, labour T&P etc complete for proper completion of work as per the specification laid down in the bid document |
| 14 | Design and construct Thrust Block made in R.C.C. with cement. coarse sand & 20mm gauge stone ballast in proporation 1:1.5:3 for pipe line, including supply of MS reinforcment wrought to required shape as necessary, its bending, fixing & binding the same with 0.50mm thick binding wire in position & necessary centering & shuttering including curing and supply of all materials, labour, T&P etc. required for proper completion of the work and as per specification for RCC work given in the bid document as per instruction of Engineer-in-charge |
| 15 | Mild steel or iron work in RCC work wrought to required shape as necessary including bending for proper completion of work |
| 16 | Dismantling of Bituminous Road including sorting out and stacking of serviceable materials and disposal of unserviceable materials upto a distance of 50m required for proper completion of the work as per instruction of Engineer-in-charge. |
| 17 | Permanent re-instatement of the f ollowing ty pe of road surf ace (road shall be re-instate as specif ication found during cut) after laying of pipeline including supply of all materials, labour, T&P etc. required for completion of work. it also includes necessary excav ation required for preparation of trench for reinstatement of road, disposal of surplus unserviceable material, watering, ramming, cleaning surface for proper completion of the work as per directions of Engineer ‐in ‐charge |
| 18 | Construction of bituminious road as per dismantelled pre existingroad |
| 19 | Supply all materials labout tools and plant and Horizontal directional drilling machine laying and jointing by electric welding of following MS casing pipe by trenchless with water jetting system. |
| 20 | The successful bidder will be required to investigate the soil bearing capacity by only nationalised institute and If net safe allowable bearing capacity is found to be equivalent or more than 8 t/m2, the design of OHT will be based on 8 t/m2 capacity. However, in case the net safe allowable bearing capacity is found to be below 8 t/m2, then the design of OHT will be based on the actual bearing capacity. Design, Supply of all materials labour T&P etc. required for complete construction of R.C.C. Over Head Tank of followingcapacity and staging as specified in bid document as per direction of Engineer-in-charge. The key feature, but not limited to, pertaing to design and construction of OHT are as follows: 1. The finished floor level of OHT shall be min 0.3m above the finished ground level of the campus. 2. Soil investigation and bearing capacity.3. Structural design and drawing confirming to IS: 456, IS: 3370, IS: 1893, IS: 875 & Other relevant IS Code.4. Grade of concrete M30 for water retaining structure and concrete grade for other components shall not be less then M25.5. Saprete two column based RCC stair case of width minimum 1m.6. 1m wide R.C.C. M30 balcony, SS ladderinside the tank from top dome to bottom dome shall be made of 50x50x6 mm angle section with hand rails of 20mm SS pipes. The grade shall be SS 316.7. Railing with 20mm dia medium class G.I.pipe (in 3 rows) on both sides of stair case, supported on 50x50x6mm M.S. angle section, spaced at intervals not more than 1.5m.8. Proper ventilator at top dome in circular shape of 1.2 m dia.9. Food Grade epoxy coating of FOSROC / Ciba-Geigy or reputed brand on inside surface area of water container after testing of water tightness, two coat of apex painting over one coat of primer of approved colour after finishing of RCC surface with grinder.10. Repairs of pin holes, unevenness of all concrete surface. 11. Ultra Sonic Water level indicator fabricated with sensor connecting to automation12. Lightening conductor as per I.S.S.2309 or its latest amendments of latest electricity rules, consisting of proper elevation rod with 5 or more fork points as prescribed in ISS 2309‐1969 and ISS 3013‐1966.13. C.I. manhole of min 60x60cm size with locking arrangement.14. Supply, fixing, jointing of D.I.D/F Pipes of appropriate size with D.I.D/F specials conforming to IS 8329/2000 as vertical pipes for inlet, outlet, overflowand washoutwith Bell Mouth as per latest / relevant I.S. specifications withall jointing materials for proper completion of work.15. Construction of 120mm thick RCC floorin 1:1.5:3 with cement, coarse sand, approved stone gritand reinforcement t@8mm dia @250mm c/c both way over 100mm thick PCC 1:4:8. 16. Constructionof washout / overflow chamber and chambers for sluice / butter fly valves as per departmental type design and drawing.17. Supply of 200 mm dia PVC pipefor disposal of water from washout chamber to suitable point outside the water works compound. 18.MS steel box type enclosure ofat the entrance of the staircase having locking arrangements.19.The C.I (D/F)pipedimensions for inlet,outlet,washout,overflow will be decided as per site requirements. For bidding purpose, bearing capacity of soil shall be considered as 8t/sq.m. Working design shall be based on the SBC determined after soil investigation / 8 tonne/sqm.19Note :- The bid price of Over Head Tanks is to be submitted considering that the design of over head tank will be done by retired / working Associate proffessor of any IIT and it shall be vetted by a working professor also of IIT and The net safe allowable bearing capacity as 8 t/m2, keeping the minimum foundation depth to be 2.5 m below existing ground level at the site of work. |
| 21 | 1750 KL / 22M (Zone-2) |
| 22 | RENOVATION OF EXISTINGOVER HEAD TANK of capicities 1500kl/20m staging WHICH INCLUDES FOLLOWING ITEMS:- |
| 23 | Providinganderectionofscaffoldingandshuttering materiallikechalli,gurra,nail,bans,ballia,patraetc. requiredforcompleteofworkonallsurgaceareaof OHTfromtopdometoG.L.soastogivestrongand safeplateformtoworkerstoworkon all part of OHT for repair and strengthning as per direction of engineer in-charge.Surface Preparation- The surface of structure to betreatedforstrengthningshallberoughened properly eitherby rakingjointsorby hachingthe cementconcretesurfacewithaspeciallymade hachingtoolorotherwisealternativelyto/make thesurfaceroughanddustfreebyproviding spatter key or wire brush as per direction of engineer in chargeInjectiongroutinginverticalsurface/wallplacing andfixingnozzlebydrillingmachineintankwall having minimum dia of nozzle 15mm and provide onaregularintervalnotexceeding1mincluding construction joints. Injection of pidicrete AM (Ploymer based on shrinkage high strength grout) admisxed with cement through nozle under pressure by sump @ 250gms per bag ofcement sealingthenozzleaftergroutingwithPloymer productmixedwithcement,makingtankbodyin working and seapage free condition includingsupply all materials, labour, T&P etc. for strengthning of columns, braces, stair case, balcony, vertical wall, dome etc. complete in all respect as per latest / relevant IS 3370 Part I to Part IV specificationChangeofsteelladderinsidethetank,repairof MHcoveroftopdome,changeofmosqeutojali with new one complete, repair/ change of water levei indicater, lightening conductor, vertical column pipe, valve etc. complete as per direction of engineer in charge.Supply andfixingof20mmdiaG.I.Piperailingin stair case and balcony. (Taking only 25% new and 75% old materials) as per direction of engineer in charge.Layingand fixing of 3mm thick MS wire mesh on roofofslabfornominalreinforcementincluding cost ofall labour, materials, T&P etc required for completion of workas per direction of engineer in charge.25 mm thick 1:2:4 plain cementconcrete flooring inapronwithcementcoarsesandand20mm gaugestoneballast,laidinpanelsFinishedwith 3mm floating coat of neat cement of cement including 75mm thick base concrete of 1:4:8 including supply of all material, repair of sluice valve chamber etc. as per direction of engineer in charge.Entire water proofing inside the tank water body with food grade epoxy of either FOSROC or any approved brand as per approval of Engineer in charge in order to make it complete water tight.PaintingofoutersurfaceofOHTwithwheather proofpaint(likeapexetc.)asperdirectionof engineer in-charge. |
| 24 | Construction of Local Control Station room of size 8.0m X5.0m X4.0mwith 1st class brick work(in proportion 1:3), RCC work M20 in Lintel, sunshade & Slab, Plaster, White wash & color wash, fixing 40 mm thick C.P. Teak wood all paneled door & window shutter, collapsible steel shutters with vertical channels 20x10x2mm and braced with that iron diagonal 20x5mm size with top and bottom rails of iron 40x40x6mm with 38mm dia steel pulley, rolling shutters of approved make of 80x125mm gauge, Sand filling in plinth, fixing of exhaust fan 6 nos, 150mm dia S.W. drain pipe and 100 mm dia AC pipe (As per type design & as per instruction of Engineer-in- charge) including supply of all labours, materials, T&P etc complete.(For zone-1, zone-2 & Zone-3) |
| 25 | Distribution System |
| 26 | Supply of High Density Polyethylene Pipes & electro-fusion specials (HDPE (PN-6)/PE-100), confirming to IS 4984 / 14151 / 12786 / 13488 (and other related I.S. codes) in coils / slandered lengths with necessary jointing material like electro-fusioncoupler for Joints/Junctions , flanged joint, inclusive of third party inspection charges, transit insurance, freight, transportation to store / site of work, unloading & stacking the same in covered shade duly protecting from sunrays & rains etc. complete as directed by Engineer-in-charge. All pipes should be supplied of makes mentioned in tender document and only after proper inspection, testing, certification & marking by M/s Crown Agents India Pvt. Ltd. New Delhi. |
| 27 | 90mm dia H.D.P.E.6kg/cm2 |
| 28 | 110mm dia H.D.P.E.6kg/cm2 |
| 29 | 140mm dia H.D.P.E.6kg/cm2 |
| 30 | 160mm dia H.D.P.E.6kg/cm2 |
| 31 | Supply of the following D.I. pipes (K-7) and specials conforming to I.S -8329/2000 or its latest amendment(s). Including F.O.R. destinations including cost of one Rubber Gasket per pipe length & inclusive of Third Party Inspection Charges, Packing & Forwarding Charges, Transit Insurance Charges, Road Transportation Charges etc. |
| 32 | 200mm dia D .I K-7 pipe |
| 33 | 250 mm dia D.I. K-7 pipe |
| 34 | 300 mm dia D.I. K-7 pipe |
| 35 | 350 mm dia D.I. K-7 pipe |
| 36 | Carting, lowering, laying of following dia of HDPE Pipe (PN-6)/PE-100 of following dia and requisite specials to site of work, lowering them into trenches, laying true to alignment and gradient, in proper position, cutting of pipes, making of joints including cost of jointing materials and rubber rings, labour, T&P, including hydraulic testing etc. complete as directed by Engineer-in-charge. It includes provision of making of alignment on city roads, making trial pits to investigates location of various under ground services like telephone cables, electric cable, existing pipe lines and sewer lines etc. arrangements for diversion of traffic and associated works etc. with supply of all necessary equipments, materials, labour and T&P etc. complete required for completion of work. The trenches shall be properly barricaded and fenced off wherever necessary. Red flags and caution boards during day and red lights during night shall be displayed so as to avoid any accidents. Note: Jointing between HDPE pipes and specials shall be done as per the latest IS: 7634 part II. Only Bar coded electro-fusion machine (Automatically Readable) that can read the bar code of the fittings automatically shall be used for jointing of HDPE pipe / fittings. |
| 37 | 90mm dia H.D.P.E.6kg/cm2 |
| 38 | 110mm dia H.D.P.E.6kg/cm2 |
| 39 | 140mm dia H.D.P.E.6kg/cm2 |
| 40 | 160mm dia H.D.P.E.6kg/cm2 |
| 41 | Carting, lowering, laying and jointing with SBR rubber gasket D.I. K-7 pipes of makes mentioned in tender document and of following dia & pressure including all specials to site of work, lowering them into trenches, laying true to alignment and gradient, in proper position, cutting of pipes, making of joints including cost of jointing materials and rubber rings, labour, T&P, including hydraulic testing etc. complete as directed by Engineer-in-charge. It includes provision of making of alignment on city roads, making trial pits to investigates location of various under ground services like telephone cables, electric cable, existing pipe lines and sewer lines etc. arrangements for diversion of traffic and associated works etc. with supply of all necessary equipments, materials, labour and T&P etc. complete required for completion of work. The trenches shall be properly barricaded and fenced off wherever necessary. Red flags and caution boards during day and red lights during night shall be displayed so as to avoid any accidents. Note: Only SBR rubber gaskets to be used as per IS-5382 and IS- 12820. |
| 42 | 200mm dia D .I K-7 pipe |
| 43 | 250 mm dia D.I. K-7 pipe |
| 44 | 300 mm dia D.I. K-7 pipe |
| 45 | 350 mm dia D.I. K-7 pipe |
| 46 | Excavation of earth in ordinary soil (loam, clay or sand) for pipe linemain 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. Guide lines on envirmental of construction and demolition (C&D) wastes and GRAP circulated by Central Pollution Control Board in Year 2017 and its latest amendments shall be adhered to during excavation of trench for laying of pipe line.Surplus material after backfilling of trench shall immediately be removed from site and temporary restoration shall be done immediately to make the road motorable. |
| 47 | Supply and carting up to site of work of the following dia C.I./D.I. Talis/Hawale/Magwane/VAG/DOROT/Kiriloskar make butterfly/sluice valves, Class I working pressure 10kg/cm2 confirming to IS: 780/1984 or latest amendments, F.O.R. destination, and lowering them into the already prepared trenches, fixing in position and jointing them with pipeline and testing etc. complete and also including supply of jointing materials etc. including all taxes and insurance |
| 48 | Sluice Valve 80 mm dia |
| 49 | Sluice Valve 125 mm dia |
| 50 | Sluice Valve 150 mm dia |
| 51 | Sluice Valve 350mm dia |
| 52 | Scour Valve 80 mm dia |
| 53 | Supply of underground sluice valve type fire hydrant consisting of 80mm dia sluice valve, 100mm dia tail pieces, 100mm dia duck foot bend and 80mm dia standard makes iron coupling with cap and etc. complete conforming to latest/relevent I.S. specifications including all taxes and insurance up to site of work and lowering them into the trenches, fixing in position and jointing them with pipeline and testing etc. complete (including supply of jointing materials etc complete.) as per instructions of Engineer-in-charge. |
| 54 | Supply of screwed down type 80mm dia air valve with gun metal seat conforming to latest/relevent I.S. specifications including all taxes and insurance, carting up to site of work and lowering them into the trenches, fixing in position and jointing them with pipelines and testing etc. complete (including supply of jointing materials etc complete) as per instructions of Engineer-in-charge. |
| 55 | Construction of following type chambers as per department type design and drawing including supply of Heavy duty M.S. Manhole Cover and all materials, labour T&P etc complete for proper completion of work as per the specification laid down in the bid document |
| 56 | Sluice Valve/Scour Valve Chamber Masonary Type For Distribution Main |
| 57 | Sluice Valve/Scour Valve Chamber Surface Box Type For Distribution Main |
| 58 | Fire Hydrant Chamber For Distribution Main |
| 59 | Air Valve Chamber For Distribution Main |
| 60 | Dismantling of following type of surface including sorting out and stacking of serviceable materials and disposal of unserviceable materials upto a distance of 50m required for proper completion of the work as per instruction of Engineer-in-charge. |
| 61 | B.O.E. Surface |
| 62 | Tiles Road |
| 63 | Bituminous Road |
| 64 | C.C. Road |
| 65 | Permanent re-instatement of the f ollowing ty pe of road surf ace ( road shall be re-instate as specif ication found during cut ) after laying of pipeline including supply of all materials, labour, T&P etc. required for completion of work. it also includes necessary excav ation required f or preparation of trench for reinstatement of road, disposal of surplus unserviceable material, watering, ramming, cleaning surface for proper completion of the work as per directions of Engineer ‐in ‐charge |
| 66 | Laying of B.O.E. Surface (with new bricks upto 40% quantity) as per according to PWD specification of the respective roads and proper compaction. |
| 67 | construction ofC.C interlocking road as per dismantelled pre existing road |
| 68 | construction of bituminious road as per dismantelled pre existingroad |
| 69 | Laying of C.C. Road with concrete of 1:2:4 (1 Cement: 2 Coarse Sand: 20 mm Stone Aggregate) 10 cm thickness may be taken according to PWD specification of the respective roads with 7.5 cm thickness base concrete 1:4:8 (1 Cement: 4 Coarse Sand: 40 mm stone ballst) and proper compaction |
| 70 | Provision of crossing of Nalas & culvert (Square drain) complete i.e. total material (including supply of all materials including FOR Destinaion inclusive of all taxes and duties third party inspection charge, transit insurance, freight, loading, unloading and stacking in departmental store etc. complete) & labour cost per metre as per type design & as per instruction of Engineer-in- charge. |
| 71 | Supply all materials labout tools and plant and Horizontal directional drilling machine laying and jointing by electric welding of following MS casing pipe by trenchless with water jetting system |
| 72 | 300mm dia under Zone-1 |
| 73 | 200mm dia under Zone-2 |
| 74 | Provision of crossing of Nalas & culvert (above 3.5) complete i.e. total material (including supply of all materials including FOR Destinaion inclusive of all taxes and duties third party inspection charge, transit insurance, freight, loading, unloading and stacking in departmental store etc. complete) & labour cost per metre as per type design & as per instruction of Engineer-in- charge. |
| 75 | Provision of crossing of Road (3.5 m) complete i.e. total material (including supply of all materials including FOR Destinaion inclusive of all taxes and duties third party inspection charge, transit insurance, freight, loading, unloading and stacking in departmental store etc. complete) & labour cost per metre as per type design & as per instruction of Engineer-in- charge. |
| 76 | Shifting of Telephone line, Protection to electric cables, gas pipeline, optical fiber cable, existing water supply mains etc falling in the alignment of water line during excavation/laying water line and the restoring utilities/services to its original condition etc. |
| 77 | Supply of all material like HDPE/GI pipe (Use of combination ofboth pipes as per drawing provided by Engineer-in-charge)15 mm. dia, specials & fittings such as brass ferrule, clamp, service saddle,brass bib cock,20mm FTC,MTC etc. complete as per relevant I.S. specifications for making house connection including excavation, cutting of HDPE/GI pipe etc. complete in all respect. |
| 78 | 90 to 110 mm Pipe line |
| 79 | 125 to 160 mm Pipe line |
| 80 | 160 to 200mm Pipe line |
| 81 | 200 to 250 mm Pipe line |
| 82 | Supply of all material like HDPE/GI pipe (Use of combination ofboth pipes as per drawing provided by Engineer-in-charge)15 mm. dia, specials & fittings such as brass ferrule, clamp, service saddle,brass bib cock,20mm FTC,MTC etc. complete as per relevant I.S. specifications for Shifting of existing house connection to new pipe line including excavation, cutting of HDPE/GI pipe etc. complete in all respect. |
| 83 | 90 to 110 mm Pipe line |
| 84 | 125 to 160 mm Pipe line |
| 85 | 160 to 200 mm Pipe line |
| 86 | Construction of Boundary Wall including excavation, PCC, DPC, 1st class brick work plaster, putty and white washing in three coat etc. complete work as per type design & as per instruction of Engineer-in- charge including supply of labours, materials T&P etc complete. |
| 87 | Construction of Damaged boundary wall including supply all materials, labour, T&P etc. complete &other appurtenant work as per estimated. |
| 88 | Painting work with weather coat approved quality of paints on wall both side. |
| 89 | Painting or varnishing of iron or wood with one coat of priming and two coats of approved paint & varnish including supply of all materials, labor, T & P etc; required for proper completion of the work |
| 90 | 12mm thick plaster with cement and coarse sand mortar in 1:4 over brick work including supply of all materials, labour T&P etc. complete. |
| 91 | Construction of Interlocking type approach road including supply of all materials, labour, tools and plants etc. complete |
| 92 | Supply and fixing of 3.6m X 1.50m MS gate and 1.2 m X 1.50m MS wicket gate including construction of RCC pillars of Size 1.35m X 0.23m X 0.23m with ornamental brick work 115mm Thick around RCC with constuct gate pillars 1.2m wicket gate, as per departmental type design and drawing and as per specifications laid down in the bid document, including supply of all material, labour, varnishing,painting ,T&P etc. required for proper completion of work, as per instructions of engineer-in-charge. |
| 93 | Supply and fixing of 1.2 m X 1.50m MS wicket gate including construction of RCC pillars of Size 1.35m X 0.23m X 0.23m with ornamental brick work 115mm Thick around RCC with constuct gate pillars 1.2m wicket gate, as per departmental type design and drawing and as per specifications laid down in the bid document, including supply of all material, labour, varnishing,painting ,T&P etc. required for proper completion of work, as per instructions of engineer-in-charge. |
| 94 | Demolition of existing unserviceable 200 KL/18m Stagging over head tank and disposal of dismentalled material at a location as desired by nagar panchayat Katra including all necessary saftey arrangemetfor demolition works to avoid any accidents at site and alsore-construction of existing RCC Shed parkng if dismantelled at a location as desired by Nagar Panchat authorities. |
| 95 | Laying of Tiles Roadas per according to PWD specification of the respective roads and proper compaction. |
| 96 | Construction of Staff Quarter including excavation, PCC, DPC, 1st class brick work plaster, apron verified tile flooring over 40mm thick M15 concrete and 75 mm thick PCC, putty and Color washing in two coat over one primer coat, Painting and varnishing in two coat of new iron work, 250mm dia S.C. drain, electrification work, Sanitation work and water supply etc. complete work as per type design & as per instruction of Engineer-in- charge including supply of all materials, laboursT&P etc complete |
| 97 | Supply of all materials labour and construction of Ground Water Recharge as per department design & drawing required for proper completion of work, asper instructions of Engineer-in-charge. |
| 98 | E&M WORKS |
| 99 | Rebore Tubewell Zone-1 |
| 100 | Transportation of T/W Construction T&P Units |
| 101 | Transportation, Erection, Dismantling of Rig Machine and its T&P |
| 102 | Transportation, Erection, Dismantling of Compressor 250/350 PSI |
| 103 | Transportation, Erection, Dismantling of 2 Cusec/ 3 Cusec O.P. Unit and Yield test |
| 104 | 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 |
| 105 | 300 mm dia M.S. Pipe |
| 106 | 200 mm dia M.S. Plain/slotted |
| 107 | PEA-GRAVEL As per IS:4097 |
| 108 | 1.65 mm to 4.50 mm size Pea gravel of Lalkuwan quarry duly screened, washed and properly stacked at sitefor Tubewell |
| 109 | Drilling of bore by rig machine As Per IS:2800 Part I & II: |
| 110 | Drilling of bore by 600 mm dia bit GL to 50 mt. BGL. |
| 111 | Drilling of bore by 500 mm dia bit from 50 mt GL to 100 mt. BGL. |
| 112 | Drilling of bore by 500 mm dia bit 100 m BGL to 165 m. BGL. |
| 113 | Lowering of tube well assembly With M.S. rings, Bail Plug, Reducer Including welding: |
| 114 | Lowering of 300 mm dia M.S. Housing pipe from GL to 42 m.BGL |
| 115 | Lowering of 200 mm dia M.S. Plain/slotted pipe 42 m. BGL to 100 m. BGL |
| 116 | Lowering of 200 mm dia M.S. Plain/slotted pipe 100 m. BGL to 150 m. BGL |
| 117 | Development of tube well by 250 PSI air compressor and 3 cusec O.P. Unit to yield sand free discharge. |
| 118 | Development and testing of tube well by Air Compressor. |
| 119 | Development and testing of tube Well O.P.Unit to yield sand free Discharge. |
| 120 | Chemical and Bacteriological test Analysis of water sample |
| 121 | Logging of borehole by departmental/approved electric logger |
| 122 | New Tubewell Zone 1 & 2 |
| 123 | Transportation of T/W Construction T&P Units |
| 124 | Transportation, Erection, Dismantling of Rig Machine and its T&P |
| 125 | Transportation, Erection, Dismantling of Compressor 250/350 PSI |
| 126 | Transportation, Erection, Dismantling of 2 Cusec/ 3 Cusec O.P. Unit and Yield test |
| 127 | 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) |
| 128 | 300 mm dia M.S. Pipe |
| 129 | 200 mm dia M.S. Plain/slotted |
| 130 | PEA-GRAVEL (As per IS:4097) |
| 131 | 1.65 mm to 4.50 mm size Pea gravel of Lalkuwan quarry duly screened, washed and properly stacked at sitefor Tubewell |
| 132 | Drilling of bore by rig machine As Per IS:2800(Part I & II): |
| 133 | Drilling of bore by 600 mm dia bit GL to 60 mt. BGL. |
| 134 | Drilling of bore by 500 mm dia bit from 60 mt GL to 100 mt. BGL. |
| 135 | Drilling of bore by 500 mm dia bit 100 m BGL to 165 m. BGL. |
| 136 | Lowering of tube well assembly With M.S. rings, Bail Plug, Reducer Including welding: |
| 137 | Lowering of 300 mm dia M.S. Housing pipe from GL to 50 m.BGL |
| 138 | Lowering of 200 mm dia M.S. Plain/slotted pipe 50 m. BGL to 100 m. BGL |
| 139 | Lowering of 200 mm dia M.S. Plain/slotted pipe 100 m. BGL to 150 m. BGL |
| 140 | Development of tube well by 250 PSI air compressor and 3 cusec O.P. Unit to yield sand free discharge. |
| 141 | Development and testing of tube well by Air Compressor. |
| 142 | Development and testing of tube Well O.P.Unit to yield sand free Discharge. |
| 143 | Chemical and Bacteriological test (Analysis of water sample) |
| 144 | Logging of borehole by departmental/approved electric logger |
| 145 | Details of New Pumping Plant & Servo Voltage Stabilizer for Rebore Tubewell |
| 146 | SITC of Submersible pumpset having capacity 1500 LPM,50 mtr Head, 30 HP or as per requirement of site with 24 mtr Column Pipe Assembly, NRV, CIDF Bend 90°, CF A/F Tee, D/F Pipe1.5 m long 2 No.s and 1 m long 1 No., Earthing, Painting, Toolset, Power wiring of pump house internal & external, Chainpulley block and all Pumping Plant accessories with nut bolts and rubber packing etc. |
| 147 | SITC of automatic servo voltage Stabilizer-50 KVA Input Voltage 230V±500Vto Output Voltage415V± 1% As per IS 9815-1994 |
| 148 | SITC of Soft Starter with RS485 Port-400V Class 22.5 kW, Rating. |
| 149 | Additional Coloumn Pipe 3 mtr long |
| 150 | Internal Electrification of Pump House |
| 151 | Details of New Pumping Plant & Servo Voltage Stabilizer for New Tubewell |
| 152 | SITC of Submersible pumpset having capacity 1500 LPM,50-55 mtr Head, 30 HP or as per requirement of sitewith 24 mtr Column Pipe Assembly, NRV, CIDF Bend 90°, CF A/F Tee, D/F Pipe 1.5 m long 2 No.s and 1 m long 1 No., Earthing, Painting, Toolset, Power wiring of pump house internal & external, Chainpulley block and all Pumping Plant accessories with nut bolts and rubber packing etc. |
| 153 | SITC of automatic servo voltage Stabilizer-50 KVA Input Voltage 230V±500V to Output Voltage 415V± 1% As per IS 9815-1994 |
| 154 | SITC of Soft Starter with RS485 Port-400V Class 22.5 kW, Rating. |
| 155 | Additional Coloumn Pipe 3 mtr long |
| 156 | Internal Electrification of Pump House |
| 157 | Supply & Laying of Submersible Cable from Rebore T/w to OldPump House |
| 158 | Supply and Laying of Flat submersible Cable of 10 sq. mm from Rebore T/w to existing pump house with material and labour including PVC pipe . |
| 159 | Supply & Laying of LT Cable from Transformer to Meter and From Meter to Main Switch Incomer Panel for all Tubewell |
| 160 | Supply and Laying of LT Power Cable of 50 sq. mm. 3.5 Core for connetion from transformer to Meter and meter to main switch incomer panel/ kitkat switches withrequired Material and Labour for 6 Tubewell |
| 161 | SITC Of SCADA /AUTOMATION WORK OF PUMPING PLANT for all Zones |
| 162 | CE/UL certifeid Intelligent Smart Energy Meter |
| 163 | Moter Operated Actuater with inbuilt starter for Existing Valves 150 mm size having positioning card |
| 164 | Main Switch Incomer Panel |
| 165 | Actuator Panel |
| 166 | CE/UL Certifeid Electromagnetic Flow Meter 150 mm size with local display |
| 167 | Auto Phase reversal unit with inbuilt delay and enclosure control panel etc. |
| 168 | CE/UL Certifeid Hydrostatic type sub soil water level transmitter for tubewell |
| 169 | CE/UL certifeid 3 Phase Surge Protecter for complete control panel/ for all instruments |
| 170 | CE/UL certifeid Pressure Transmiter with local display |
| 171 | CE/UL Certifeid 7 hmi touch screen suitable to communication with PLC/RTU for display & control of process parameters |
| 172 | Complete cabling including power cables of all equipment. |
| 173 | Control panel with IP54 protection ,industrial grade for all equipments.separate for control (24V) and power equipment |
| 174 | Automatic Chlorination System compatible to SCADA system with scada compatiability and having level sensor in Dozing tank |
| 175 | SITC of Following Equipments For OHT Automation |
| 176 | CE/UL certifeid Radar Type level transmitter for OHT of zone -1,2&3. |
| 177 | Actuator (having inbuilt starter) with valve of 350 mm dia size forOHT ofZone -1 having positioning card |
| 178 | CE/UL certifeid Electromagnetic Flowmeters for OHT.size 350 mmfor Zone -1 with local display |
| 179 | Actuator (having inbuilt starter) with valve of 350 mm dia size forOHT of Zone -2 having positioning card |
| 180 | CE/UL certifeid Electromagnetic Flowmeters for OHT.size 350 mmfor Zone -2 with local display |
| 181 | Installation, commissioning & testing trial of Sluice Valve in distribution line of OLD existing OHT incluiding cutting and dismenting of old Sluice Valve and Arrangement for draing out the water of OHT linefor ZONE-1 |
| 182 | Actuator Panel for OHT Actuated Valve with UPS for 8 hr backup |
| 183 | SITC of SCADA /AUTOMATION WORK OF PUMPING PLANT |
| 184 | CE & UL Certifeid PLC/RTU in IP 54 enclousure suitable to communicate with GSM based modem unit with CPU and power supply with analog and digital parameter and features as specifeid for tubewell to store and transmit data on GSM backbone RTU/PLC designed with logic to transfer data at multiple stations specifeid.Must be provided with battery backup of complete panel for minimum 5 Hours. with 1 kva UPS |
| 185 | GSM/GPRS based wireless communication with 4G modem for RTU/PLC capable to transfer & gather data from remote site to control station all accessoreis included with signal enhancer antenna made for pumping plant internet charges as specifeid |
| 186 | SITC of Following Equipments of LOCAL CONTROL STATION |
| 187 | CE/UL & BIS Certified industrial grade LED MONITOR with lates configuration as per specification. |
| 188 | Desktop/PC with i5/i7 processor for as per spec mentioned in tachnical bid documents. |
| 189 | CE/UL Certified 3 KVA UPS with batteries as perspec mentioned in tachnical bid documents. |
| 190 | Full development version of required TAGS SCADA Software with coustomization of software for LCS as per spec mentioned in tachnical bid documents. Of reputed make only |
| 191 | CE/UL certified local conrol room PLC with redundant CPU& power supply at LCS in IP 54 enclouser as per spec mentioned in tachnical bid documents. |
| 192 | GSM based wireless/Broadband/Equivalent communication system for PLC capable to transfer & receive data & gather data form remote sites to control station,All accessories include signal enhancer antenna along with running expences till DLP. |
| 193 | CE/UL certified Firewall for network protection. |
| 194 | Local video screen display size 56 \" |
| 195 | Surge protector for Ethernet communication protection. |
| 196 | Industrial grade Ethernet Switch. |
| 197 | Canon/hp Laser printer1018 or equivalent |
| 198 | Installation,Commissioning ,testing including required furniture,internal wiring,PVC panelling of walls/false ceiling work etc. |
| 199 | Split AC suitable for the control room 1.5 tonnes |
| 200 | Security Survelliance IP Camera with required hard drive to store data of atleast 15 Days |
| 201 | Rehabiliation of JE Room in Divisional office (E&M) including repairing of flooring, repairing of roof to prevent leakage, internal electrification with required electrical equipment and replacement of inverter batteries with all labour material T&P etc complete. As per the direction of Engineer incharge |
| 202 | Charges for 3 MonthTrial and Run Period for all above istallation on all equipment of Tubewell, OHT, SCADA, LCS. |
| 203 | Charges for 3 month Trial and Run Period for expenditure of Sodium hypochloride Solution. |
| 204 | Skilled computer operater to operating pumping plant in LCS Room for 8 hours shift per day 3 shift. |
| 205 | Chowkidar for watch&ward for LCS Room 8 hours shift per day 3 shift . |
