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| Sr No | Corrigendum Date | Corrigendum | Type | New Submission Date |
|---|---|---|---|---|
| 1 | 20-04-2023 | Date Corrigend | Date | 27-04-2023 |
| 2 | 16-04-2023 | Date Corrigendum | Date | 20-04-2023 |
| Sl. No. | Item Description |
| 1 | Ramnagar Water Supply Reorganisation Scheme |
| 2 | Laying of RISING MAIN |
| 3 | Supply, Laying & Jointing of following sizes ( D.I. K-9 ) pipes for rising/feeder main conforming to latest/relevant I.S. 8329/2000 Specifications with all jointing materials such as D.I. S/S or flanged Specials conforming to latest /relevant I.S. specifications with rubber gasket also, suitable for D.Ipipes, as per 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, also including specials for these pipes and lowering them into the trenches and laying true to alignmentand gradient and jointing and making inte connection etc. complete (including hydro testing of pipe lines and cutting of pipes for making up the length but excluding the cost of trenches).all required for proper completion of works as per direction of the Engineer. |
| 4 | 100 mm dia DI-K-9 |
| 5 | 150 mm dia DI-K-9 |
| 6 | Supply up to site of work of the following dia double flange sluice valve/Scour Valve confirming for IS 14846 including worn gear arrangement as per test pressure, stainless steel spindle, caps,including inspection charges, transportation upto store, unloading and stacking in all respect and also including supply of jointing materials etc. complete .including alltaxes and insurance, as per instructions of Engineer -in -charge |
| 7 | 100mm |
| 8 | 150mm |
| 9 | Supply up to site of work of the following dia Swiss check type non return (reflux) Valve confirming for IS 5312 including worn gear arrangement as per test pressure, stainless steel spindle, caps,including inspection charges, transportation upto store, unloading and stacking in all respectand also including supply of jointing materials etc. complete .including alltaxes and insurance, as per instructions of Engineer -in -charge |
| 10 | 100mm |
| 11 | 150mm |
| 12 | Providing and supplying Kinetic Double Orifice type Air Valves confirming to IS 14845 specifications having small orifice elastic ball resting on a gun metal orifice nipple, large orifice vulcanite ball seating on moulded seat ring, with built in Kinetic features, isolating sluice valve mounted in horizontal position and operated by wheel gearing, inlet face and drilled, including insurance,loading, unloading, transportation upto stores in all respect etc. complete as per instructions of Engineer. |
| 13 | 20mm dia |
| 14 | Excavation in soil mixed with moorumsingle, kankar and bazari for pipe line trenches with lift upto 1.50m and lead upto 50m including disposal of surplus earth within a distance of 50 m from center of trenches also including filling back with watering and ramming of excavated earth in to trenches |
| 15 | Same as above but excavation in all type of rock |
| 16 | THRUST BLOCK |
| 17 | R.C.C. with cement, coarse sand and 20mm gauge stone ballast in proportion of1:2:4 in thrust blocks of pipe line excluding supply of reinforcement & its bending the same with 0.50mm thick binding wire in position & necessary centering and shuttering including curing and supply of all materials, labour, T&P etc. required for proper completion of the work. |
| 18 | Construction of following type chambers as per department type design and drawing including Heavy duty R.C.C. Manhole Cover and all materials, labour,T&P etc. complete for proper completion of work as per instructions of Engineer |
| 19 | Sluice valve chambers (Masonry type) |
| 20 | Air valve chambers (Masonry type) |
| 21 | Dismantling and reinstatement of following type of village road for laying of pipe line including sorting out of serviceable materials and disposal of unserviceable materials. |
| 22 | Bitumen road |
| 23 | Over Head Tank |
| 24 | Construction of 75 KL/ 16 M staging height Over Head Tank as mentioned below. Supply of all materials labour T&P etc. compete and construction of R.C.C. (M30 Grade) with main components,Instrumentsincluding cost of soil testing.All the components of O.H.T. will be casted in M30 concrete with cement, coarse sand and approved stone grit as per I.S. 11682 and I.S.456.Seismic effects and wind load should be taken into consideration as I.S. 1893 for earthquake resistance and I.S. 875 part-III for wind load on structure (this area is in seismic Zone III and high damage risk zone for wind) Proper ventilator at top dome in circular shape along with an R.C.C. coverand thickness, pillar of ventilator should be minimum 50 cm height. The space between top dome and R.C.C. cover should be covered with mosquito net of standard quality alongwith expanded metaled jali, Ultrasonic type Water level indicator and EM flow meter and residual chlorine sensor/ transmitter. The indicator board scale made of 3mm thick M.S. plate should have a clear width of minimum 25cm painted with good Asian paint.It should also consists of 3mm brass wire rope minimum 4 smooth pulleys about 8 cm dia with guides,15cm dia copper ball float which shall be completely water tight suitable pointer of brass etc.Lightening conductor as per I.S.S.2309 of its latest amendments of latest electricity rules.It should consist proper elevation rod with 5 or more fork points proper down conductors of prescribed metal of proper size prescribed by ISS 2309-1969 and ISS 3013-1966C.I. manhole of min 60x60cm size made of M.S.channel section with adequate cover made of M.S. sheet of minimum 3mm thickness hinged with manhole with locking arrangement. This manhole should be fix at top dome at proper place.Supply, fixing,jointing of following size of D.I.D/F Pipes with D.I.D/F specials conforming to IS 8329/2000 as vertical pipes for inlet,outlet,overflow and washout as per latest / relevant I.S. specificationswith all jointing materials for proper completion of work including other appurtenant works and excavation in all types of soil. Including Out let pipe as max size of distribution system, Inlet pipes size as rising main size, Over flow pipe as minimum rising main size & Wash out pipe 100 mm dia. Supply and Fixing of manually operated valves/sluice valves with hand wheels as per ISS 700/1969 or its latest amendments class “A” working pressure 10 Kg/cm2 Including cartage from its store to the site of work, lowering them into trenches, fixing in position and testing etc. Complete, Construction of bed blocks in 1:2:4 PCC with cement,coarse sand and approved stone grit under No duck foot bend to support the vertical pipes. These bed blocks should supported on the raft not on the soil.Construction of sluice valve chamber for above sluice valve/Butterfly valve as per departmental type design and drawing including supply of all labour T&P complete. Construction of washout / overflow chamber as per departmental type design and drawing.Painting of all concrete surface and steel pipe works with threecoats Appex (Exterior Emulsion) Painting over a base coat of Birla White puttyand anticorrosive paints.Supply & laying of 200 mm dia PVC pipe as per I.S.-4985/2000 or as latest / relevant specification including all taxes and insurance etc.F.O.R. destination for disposal of water from overflow and washout chamber to suitable point outside the water works compound including excavation of trenches. Laying of pipe line etc. required for proper completion of works as per direction of the Engineer. |
| 25 | Clear Water Reservoir |
| 26 | Detailed Survey, design and Drawing, Construction of Semi sunkRCC CWR (Circular as per site condition )of 20 KL capacity including free board, fixing of inlet and outlet pipes of suitable sites, fixing of M.S. ladder with railing inside the CWR,R.C.C ramp and stair from GL to roof of CWR, M.H. covers with locking arrangement and ventilators at top and suction chamber, Automatic water level Indicator,inlet, out let, over flow pipes withpuddle collars, required capacity of sluice valve, SV chambler etc., as per IS Specifications, including , Excavation of foundation in all type of soil and rock for foundation as required with continuous bailing out of water, including cutting of rock with special T&P, making temporary approach roadand refilling of earth around CWR,also development and site clearance as per required. complete including supply of all material , labour , T&P etc. & constructionclear water pump house with Suitable height with all door, window, Gentry Girder with Chain Pulley to install the pumping plants, openingin Slab with steel cage hinged and locking arrangement, apron around CWR and kota stone flooring in pump house and top of CWR, construct pumping plant foundation, fixing of20 mm Dia G.I. PipeRailing 1.0 m height in three Rows at top of CWR, Supply of all material such as CI pipes , specials etc. labour for construct drainage arrangement for emptying the CWR for cleaning & maintenance etc., painting of all concrete surface 3 coat of approved apex paint , with 2 coatsBirla white putty , painting of pipes with anti-corrosive paint, as perdirection of Engineer-In Charge including all complete. |
| 27 | Construction of Single Room Staff Quarter |
| 28 | SINGLE ROOM STAFF QUARTER- construction of staff quarter for pump operator, chaukidar, pump attendant as per departmental type design attached with tender documents including excavation in foundation in ordinary soil/ kanker/ morrum/ soft rock/hard rock,PCC 1:4:8 with cement local sand and 40mm gauge ballastFirst class brick work in 1:4 cement and sand mortar, 12 mm thick plaster in 1:6 cement and sand mortar,mild steel or iron work ,supply and filling of carted earth up to plinth level ,25mm thick 1:2:4 plain cement concrete floor and 45 cm wide apron with 2 cm gauge stone ballast laid in pannels,finished with 3 mm floating coat of neat cementand 75 mm thick base concrete 1:4:8 ,supply and fixing of 3mm thick glass strip of 25 mm width in joint ,MS angle iron chaukhat 40x40x5mm size ,40 mm thick ISI flush door shesham wood,window shutter ,HDPE Tank of 500 liter capacity ,galvanized mosquito proof heavy quality iron wire gauge 1.50mm mesh over window with wood batten 50x12 mm and emulsion painting in three coat over two coats of birla white puty using approved colour and shade and white washing of ceiling of staff quarters and internal wiring of staff quarter as per direction of EIC,construction of Septic tank sanitary works with fixtures, pipes etc. and all type of plumbing work in kitchen ,bathroom and W/C, with supply of all materials ,labours , tools and plants etc all complete as per direction of EIC |
| 29 | Supply and fixing of 3.6 m x 1.50 m MS gate including fabrication and supply of steel and construction of boundary wall pillars of size 1.5mx0.30mx0.30m with ornamental brick work 115mm thk. around RCC, as per departmental type design and drawing and as per specifications laid down in the bid document, including supply of all material, labour,T&P etc.required for proper completion of work as per instructions of Engineer |
| 30 | Laying of DISTRIBUTION SYSTEM |
| 31 | Supply, Laying & Jointing of following sizes pipes for distribution system conforming to relevent Specifications with all jointing materials, Specials conforming to latest /relevant 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 lowering them into the trenches and laying true to alignmentand gradient and jointing and making inte connection etc. complete (including hydro testing of pipe lines and cutting of pipes for making up the length but excluding the cost of trenches).all required for proper completion of works as per direction of the Engineer. |
| 32 | GI MEDIUM CLASS |
| 33 | 65mm dia |
| 34 | 80mm dia |
| 35 | DI class K-7 |
| 36 | 100mm dia |
| 37 | Excavation in soil mixed with moorumsingle, kankar and bazari for pipe line trenches with lift upto 1.50m and lead upto 50m including disposal of surplus earth within a distance of 50 m from center of trenches also including filling back with watering and ramming of excavated earth in to trenches |
| 38 | Same as above but excavation in all type of rock |
| 39 | Supply up to site of work of the following dia double flange sluice valve/Scour Valve confirming for IS 14846 including worn gear arrangement as per test pressure, stainless steel spindle, caps,including inspection charges, transportation upto store, unloading and stacking in all respect and lowering them into the already preparedtrenches, fixing in position and jointingthem with pipelines and testing etc. completeand also including supply of jointing materials etc. complete .including alltaxes and insurance, as per instructions of Engineer -in -charge. |
| 40 | D.I.Sluice valve |
| 41 | 80mm dia |
| 42 | 100mm dia |
| 43 | Providing and supplying Kinetic Double Orifice type Air Valves confirming to IS 14845 specifications having small orifice elastic ball resting on a gun metal orifice nipple, large orifice vulcanite ball seating on moulded seat ring, with built in Kinetic features, isolating sluice valve mounted in horizontal position and operated by wheel gearing, inlet face and drilled, including insurance,loading, unloading, transportation upto stores in all respect etc. complete as per instructions of Engineer. |
| 44 | 20mm dia |
| 45 | Construction of following type chambers as per department type design and drawing including Heavy duty R.C.C. Manhole Cover and all materials, labour,T&P etc. complete for proper completion of work as per instructions of Engineer |
| 46 | Sluice valve chambers (Masonry type) |
| 47 | Air valveschambers (Masonry type) |
| 48 | Dismantling and reinstatement of following type of road surfaces for laying of pipe line including sorting out of serviceable materials and disposal of unserviceable materials. |
| 49 | Interlocking Road |
| 50 | Bitumen Road |
| 51 | CC Road |
| 52 | Provision for crossing of nalas, including shifting of telephone cables etc. along the alignment of pipe line etc. complete as per instructions of Engineer -in -charge. |
| 53 | Provision for crossing of Nala (For upto 5.0 M Wide) |
| 54 | Making Functional Household Tapped Connections (FHTC) from distribution line to outer wall of house in 65 to 200 mm nominal dia PVC Pipe and 50 mm dia G.I. to 150 mm dia D.I./G.I. Pipe distribution mains (existing New) with supply ofG.I. pipe 15 mm (Average 2.00 mtr)and H.D.P.E. 20 mm (Average 15.00 mtr including specials, Brass ferrule, Saddle clamp etc. of suitable size, T&P etc. including excavation, laying and jointing for proper completion of work as per instructions of Engineer-in-charge, fixing of Ferrule (6 mm dia) of required size. Tapping the main, includes the cost of bailing out and subsequent back fill of water main and cost of fitting and specials etc complete and repair of subsequent leakages of joints, fittings and specials during work, also including required repairing of existing pipe line damaged during dimentalling old line connections including dismentaling and reinstatement of any type of road such as CC, Interlocking, BOE or Bitumen Road. Uploading of Photographs of running FHTCwith aadhar no. (Also submit xeror copy of aadhar Card to the department) of benificiery on www.ejalshakti.gov.in site (IMIS) and submiting of Hard Copy of photographs to the department. |
| 55 | RENOVATION OF EXISTING STRUCTURES |
| 56 | Repair work of existing structures (such asboundary wall of W/W campus and Pump House) such as repair of slab, dismentalling of damaged old plaster and replaster of thewalls inner and outer face in proportion 1:6(cement: sand) with 12mm thick plaster cement and local sand mortar in 1:6, over existing brick work, with minimum thickness not be less than 12mm including supply of all materials, labour, T&P etc. required for proper completion of the work as per site requirement upto satisfaction of engineer in charge. Painting of all exposed surface of existing building with two or more coats of approved brand of apex paint over two coat approved brand wall putty including scrapping of old rough paint neatly and homogeneously including supply of all materials, labour, T&P etc. required for proper completion of the work as per site requirement upto satisfaction of engineer in charge and Roof treatment including water profing repair works in existing buildings with Murga jali in 1:1.5:3 cement concrete of required Thickness including supply of all material, labour required for same T&P etc. as per site requirement upto satisfaction of engineer in charge and Providing and fixing in position Mild Steel all panelled doors and window shutters including supply and fixing of material for making door shutters by M.S. sheet 16 gauge including supply and fixing M.S. angle 40x40x6 mm size also including angle iron chaukhat supply & fixing of oxidized iron fittings etc. complete at site as per site requirement upto satisfaction of engineer in charge |
| 57 | Earth filling work for proper levelling of water work site, in accordance with the contour map and Grid map of existing site enclosed, including levelling, dressing, excavation and filling of earth where necessary and also including all labour, materials, T&P etc. required for proper completion of works and also including carriage of earth from within a distance of about 8 km. from the site of works as per instructions of Engineer |
| 58 | Site Development - (1) Leveling and grading of the treatment plant site up to finished Ground level. Over flow drains and sewerage of W/W campus. Approach / Internal roads design for class \"A\" loading along with side rains. Supply and fixing of fixtures etc. for external electrification along the approach / internal roads and W/W campus complete. |
| 59 | Pumping Plant for 75 KL/16 M staging Over Head Tank at Ramnagar |
| 60 | SupplyandInstallation of 300LPM 60M HeadVT pump set with suitablecapacityofVHSMotor included 4.5Mtr columnassembly discharge head Completein all respect (1 W+ IS). |
| 61 | Supply and Installation of 10 HP Starter |
| 62 | SupplyandInstallation of 100 Amp 1 no incomer,2 nos out going LT control Panel. |
| 63 | Supply and Fixing of16 sq.mm 3core copper conductor LT Cable |
| 64 | SITC of 100mmdiasizeMainPiping& Valves for deliveryline & commonheader includingBand, tee, valve etc complete |
| 65 | Supply and Fixing of10sq.mm 3core copper conductor LT Cable |
| 66 | Electromagnitic Flow Meter100 mm dia. |
| 67 | Supply of suitable Capacity i.e. 15 KVA 3 phase Servo Voltage stablizerforinputvoltage 240V to500V & outputVoltage 415±6%Volts.. |
| 68 | Supply & Fixing of Pressure Guage |
| 69 | Supply & Fixing of 2 tone4 way motionHOT crane |
| 70 | Internal &Extranal Electrification of PumpHouseCompletein all respect |
| 71 | Supply& Fixing Electromachanicalchlorinatingplant. |
| 72 | SupplyandFixing of double pole Earthingincluding material for above all Completein all respect. electrical equipment. |
| 73 | Supply & Fixing of Rubber Sheet |
| 74 | Watch and Ward of pumping plant |
| 75 | Power connection from UPPCL without GST:- |
| 76 | 3 Phase LT Power Connection for above Scheme |
| 77 | Sakrar Water Supply Reorganisation Scheme |
| 78 | Laying of RISING MAIN |
| 79 | Supply, Laying & Jointing of following sizes ( D.I. K-9 ) pipes for rising/feeder main conforming to latest/relevant I.S. 8329/2000 Specifications with all jointing materials such as D.I. S/S or flanged Specials conforming to latest /relevant I.S. specifications with rubber gasket also, suitable for D.Ipipes, as per 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, also including specials for these pipes and lowering them into the trenches and laying true to alignmentand gradient and jointing and making inte connection etc. complete (including hydro testing of pipe lines and cutting of pipes for making up the length but excluding the cost of trenches).all required for proper completion of works as per direction of the Engineer. |
| 80 | 100 mm dia DI-K-9 |
| 81 | 150 mm dia DI-K-9 |
| 82 | 200 mm dia DI-K-9 |
| 83 | Supply up to site of work of the following dia double flange sluice valve/Scour Valve confirming for IS 14846 including worn gear arrangement as per test pressure, stainless steel spindle, caps,including inspection charges, transportation upto store, unloading and stacking in all respect and also including supply of jointing materials etc. complete .including alltaxes and insurance, as per instructions of Engineer -in -charge |
| 84 | 150mm |
| 85 | 200mm |
| 86 | Supply up to site of work of the following dia Swiss check type non return (reflux) Valve confirming for IS 5312 including worn gear arrangement as per test pressure, stainless steel spindle, caps,including inspection charges, transportation upto store, unloading and stacking in all respectand also including supply of jointing materials etc. complete .including alltaxes and insurance, as per instructions of Engineer -in -charge |
| 87 | 100mm |
| 88 | 150mm |
| 89 | 200mm |
| 90 | Providing and supplying Kinetic Double Orifice type Air Valves confirming to IS 14845 specifications having small orifice elastic ball resting on a gun metal orifice nipple, large orifice vulcanite ball seating on moulded seat ring, with built in Kinetic features, isolating sluice valve mounted in horizontal position and operated by wheel gearing, inlet face and drilled, including insurance,loading, unloading, transportation upto stores in all respect etc. complete as per instructions of Engineer. |
| 91 | 20mm dia |
| 92 | Excavation in soil mixed with moorumsingle, kankar and bazari for pipe line trenches with lift upto 1.50m and lead upto 50m including disposal of surplus earth within a distance of 50 m from center of trenches also including filling back with watering and ramming of excavated earth in to trenches |
| 93 | Same as above but excavation in all type of rock |
| 94 | THRUST BLOCK |
| 95 | R.C.C. with cement, coarse sand and 20mm gauge stone ballast in proportion of1:2:4 in thrust blocks of pipe line excluding supply of reinforcement & its bending the same with 0.50mm thick binding wire in position & necessary centering and shuttering including curing and supply of all materials, labour, T&P etc. required for proper completion of the work. |
| 96 | Construction of following type chambers as per department type design and drawing including Heavy duty R.C.C. Manhole Cover and all materials, labour,T&P etc. complete for proper completion of work as per instructions of Engineer |
| 97 | Sluice valve chambers (Masonry type) |
| 98 | Dismantling and reinstatement of following type of village road for laying of pipe line including sorting out of serviceable materials and disposal of unserviceable materials. |
| 99 | Bitumen road |
| 100 | CC road |
| 101 | Manufacturing, providing and supplying spirally welded / ERW/ SAW / fabricated M. S. pipes (Commercial Quality) including procurements of plates, gas cutting to required size rolling, tack welding assembling in suitable lengths to form pipes, welding on automatic welding machine and forming ‘V’ edge on both ends of pipes including railway freight, insurance, unloading from railway wagon, loading into truck, transport to stores, unloading, stacking, excluding GST levied by GOI & GOM in all respect etc. complete as per IS - 3589 and IS-5504 as applicable as per specifications (N0 negative tolerance in thickness is permissible) etc. required for proper completion of the work along with Horizontal directional drilling for steel duct / Pipes : Installation of steel product pipe by HDD method including preparing and setting up the plant and equipment, preparing new pipe/work material, installing new pipe work and commissioning system or making the system ready for commissioning by capital HDD operation including, all related civil and mechanical works like excavation, shoring/strutting, etc. drilling stringing, rimming, and pulling back the new pipe work on the design bore pipe path alignment, proper disposal of drilling fluid and backfill of site after completion all-inclusive as per IndSTT:101-2018: Code of practice for horizontal direction drilling technique suiting Indian conditions etc. required for proper completion of the work as per instructions of Engineer including Licence fee to be paid to NHAI for granting permission for crossing and laying of pipe across and along the national highway |
| 102 | Over Head Tank |
| 103 | Construction of 175 KL/ 20 M staging height Over Head Tank as mentioned below. Supply of all materials labour T&P etc. compete and construction of R.C.C. (M30 Grade) with main components,Instrumentsincluding cost of soil testing.All the components of O.H.T. will be casted in M30 concrete with cement, coarse sand and approved stone grit as per I.S. 11682 and I.S.456.Seismic effects and wind load should be taken into consideration as I.S. 1893 for earthquake resistance and I.S. 875 part-III for wind load on structure (this area is in seismic Zone III and high damage risk zone for wind) Proper ventilator at top dome in circular shape along with an R.C.C. coverand thickness, pillar of ventilator should be minimum 50 cm height. The space between top dome and R.C.C. cover should be covered with mosquito net of standard quality alongwith expanded metaled jali, Ultrasonic type Water level indicator and EM flow meter and residual chlorine sensor/ transmitter. The indicator board scale made of 3mm thick M.S. plate should have a clear width of minimum 25cm painted with good Asian paint.It should also consists of 3mm brass wire rope minimum 4 smooth pulleys about 8 cm dia with guides,15cm dia copper ball float which shall be completely water tight suitable pointer of brass etc.Lightening conductor as per I.S.S.2309 of its latest amendments of latest electricity rules.It should consist proper elevation rod with 5 or more fork points proper down conductors of prescribed metal of proper size prescribed by ISS 2309-1969 and ISS 3013-1966C.I. manhole of min 60x60cm size made of M.S.channel section with adequate cover made of M.S. sheet of minimum 3mm thickness hinged with manhole with locking arrangement. This manhole should be fix at top dome at proper place.Supply, fixing,jointing of following size of D.I.D/F Pipes with D.I.D/F specials conforming to IS 8329/2000 as vertical pipes for inlet,outlet,overflow and washout as per latest / relevant I.S. specificationswith all jointing materials for proper completion of work including other appurtenant works and excavation in all types of soil. Including Out let pipe as max size of distribution system, Inlet pipes size as rising main size, Over flow pipe as minimum rising main size & Wash out pipe 100 mm dia. Supply and Fixing of manually operated valves/sluice valves with hand wheels as per ISS 700/1969 or its latest amendments class “A” working pressure 10 Kg/cm2 Including cartage from its store to the site of work, lowering them into trenches, fixing in position and testing etc. Complete, Construction of bed blocks in 1:2:4 PCC with cement,coarse sand and approved stone grit under No duck foot bend to support the vertical pipes. These bed blocks should supported on the raft not on the soil.Construction of sluice valve chamber for above sluice valve/Butterfly valve as per departmental type design and drawing including supply of all labour T&P complete. Construction of washout / overflow chamber as per departmental type design and drawing.Painting of all concrete surface and steel pipe works with threecoats Appex (Exterior Emulsion) Painting over a base coat of Birla White puttyand anticorrosive paints.Supply & laying of 200 mm dia PVC pipe as per I.S.-4985/2000 or as latest / relevant specification including all taxes and insurance etc.F.O.R. destination for disposal of water from overflow and washout chamber to suitable point outside the water works compound including excavation of trenches. Laying of pipe line etc. required for proper completion of works as per direction of the Engineer. |
| 104 | Clear Water Reservoir |
| 105 | Detailed Survey, design and Drawing, Construction of Semi sunkRCC CWR (Circular as per site condition )of 100 KL capacity including free board, fixing of inlet and outlet pipes of suitable sites, fixing of M.S. ladder with railing inside the CWR,R.C.C ramp and stair from GL to roof of CWR, M.H. covers with locking arrangement and ventilators at top and suction chamber, Automatic water level Indicator,inlet, out let, over flow pipes withpuddle collars, required capacity of sluice valve, SV chambler etc., as per IS Specifications, including , Excavation of foundation in all type of soil and rock for foundation as required with continuous bailing out of water, including cutting of rock with special T&P, making temporary approach roadand refilling of earth around CWR,also development and site clearance as per required. complete including supply of all material , labour , T&P etc. & constructionclear water pump house with Suitable height with all door, window, Gentry Girder with Chain Pulley to install the pumping plants, openingin Slab with steel cage hinged and locking arrangement, apron around CWR and kota stone flooring in pump house and top of CWR, construct pumping plant foundation, fixing of20 mm Dia G.I. PipeRailing 1.0 m height in three Rows at top of CWR, Supply of all material such as CI pipes , specials etc. labour for construct drainage arrangement for emptying the CWR for cleaning & maintenance etc., painting of all concrete surface 3 coat of approved apex paint , with 2 coatsBirla white putty , painting of pipes with anti-corrosive paint, as perdirection of Engineer-In Charge including all complete. |
| 106 | Construction of Single Room Staff Quarter |
| 107 | SINGLE ROOM STAFF QUARTER- construction of staff quarter for pump operator, chaukidar, pump attendant as per departmental type design attached with tender documents including excavation in foundation in ordinary soil/ kanker/ morrum/ soft rock/hard rock,PCC 1:4:8 with cement local sand and 40mm gauge ballastFirst class brick work in 1:4 cement and sand mortar, 12 mm thick plaster in 1:6 cement and sand mortar,mild steel or iron work ,supply and filling of carted earth up to plinth level ,25mm thick 1:2:4 plain cement concrete floor and 45 cm wide apron with 2 cm gauge stone ballast laid in pannels,finished with 3 mm floating coat of neat cementand 75 mm thick base concrete 1:4:8 ,supply and fixing of 3mm thick glass strip of 25 mm width in joint ,MS angle iron chaukhat 40x40x5mm size ,40 mm thick ISI flush door shesham wood,window shutter ,HDPE Tank of 500 liter capacity ,galvanized mosquito proof heavy quality iron wire gauge 1.50mm mesh over window with wood batten 50x12 mm and emulsion painting in three coat over two coats of birla white puty using approved colour and shade and white washing of ceiling of staff quarters and internal wiring of staff quarter as per direction of EIC,construction of Septic tank sanitary works with fixtures, pipes etc. and all type of plumbing work in kitchen ,bathroom and W/C, with supply of all materials ,labours , tools and plants etc all complete as per direction of EIC |
| 108 | Construction of Boundary Wall |
| 109 | Supply of all materials T&P etc. forConstruction of boundary wall55 m long , 1.5 m high and 115 mm thick boundary wall with 230 mmx 230 mm thick pillar madein Brick masonry in 1cement and 4 sand mortar, the spacing between two pillar should not be more than 3.0 m c/c and the depth of foundation should not be less than 0.6 m, at the site of water works, CWR and ESR, Brick work in super structure and CR stone masonary in 1:4 cement sand mortor below plinth level, RCC plinth beam in 1:2:4 cement, sand and stone grit and exterior emulsion painting in3 coats over base coat of birla white putty as per departmental type design and drawing, and, as per specifications given in the bid document including supply of all materials, labour T&P etc. for proper completion of work as per instructions of Engineer |
| 110 | Supply and fixing of 3.6 m x 1.50 m MS gate including fabrication and supply of steel and construction of boundary wall pillars of size 1.5mx0.30mx0.30m with ornamental brick work 115mm thk. around RCC, as per departmental type design and drawing and as per specifications laid down in the bid document, including supply of all material, labour,T&P etc.required for proper completion of work as per instructions of Engineer |
| 111 | Laying of DISTRIBUTION SYSTEM |
| 112 | Supply, Laying & Jointing of following sizes pipes for distribution system conforming to relevent Specifications with all jointing materials, Specials conforming to latest /relevant 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 lowering them into the trenches and laying true to alignmentand gradient and jointing and making inte connection etc. complete (including hydro testing of pipe lines and cutting of pipes for making up the length but excluding the cost of trenches).all required for proper completion of works as per direction of the Engineer. |
| 113 | HDPE PIPE |
| 114 | 63mm dia |
| 115 | 90mm dia |
| 116 | DI class K-7 |
| 117 | 100mm dia |
| 118 | 150mm dia |
| 119 | 200mm dia |
| 120 | 300mm dia |
| 121 | Excavation in soil mixed with moorumsingle, kankar and bazari for pipe line trenches with lift upto 1.50m and lead upto 50m including disposal of surplus earth within a distance of 50 m from center of trenches also including filling back with watering and ramming of excavated earth in to trenches |
| 122 | Same as above but excavation in all type of rock |
| 123 | Supply up to site of work of the following dia double flange sluice valve/Scour Valve confirming for IS 14846 including worn gear arrangement as per test pressure, stainless steel spindle, caps,including inspection charges, transportation upto store, unloading and stacking in all respect and lowering them into the already preparedtrenches, fixing in position and jointingthem with pipelines and testing etc. completeand also including supply of jointing materials etc. complete .including alltaxes and insurance, as per instructions of Engineer -in -charge. |
| 124 | D.I.Sluice valve |
| 125 | 80mm dia |
| 126 | 100mm dia |
| 127 | 150mm dia |
| 128 | 200mm dia |
| 129 | Providing and supplying Kinetic Double Orifice type Air Valves confirming to IS 14845 specifications having small orifice elastic ball resting on a gun metal orifice nipple, large orifice vulcanite ball seating on moulded seat ring, with built in Kinetic features, isolating sluice valve mounted in horizontal position and operated by wheel gearing, inlet face and drilled, including insurance,loading, unloading, transportation upto stores in all respect etc. complete as per instructions of Engineer. |
| 130 | 20mm dia |
| 131 | Construction of following type chambers as per department type design and drawing including Heavy duty R.C.C. Manhole Cover and all materials, labour,T&P etc. complete for proper completion of work as per instructions of Engineer |
| 132 | Sluice valve chambers (Masonry type) |
| 133 | Air valveschambers (Masonry type) |
| 134 | Dismantling and reinstatement of following type of road surfaces for laying of pipe line including sorting out of serviceable materials and disposal of unserviceable materials. |
| 135 | Interlocking Road |
| 136 | BOE Road |
| 137 | Bitumen Road |
| 138 | CC Road |
| 139 | Provision for crossing of nalas, including shifting of telephone cables etc. along the alignment of pipe line etc. complete as per instructions of Engineer -in -charge. |
| 140 | Provision for crossing of Nala (For upto 5.0 M Wide) |
| 141 | Making Functional Household Tapped Connections (FHTC) from distribution line to outer wall of house in 65 to 200 mm nominal dia PVC Pipe and 50 mm dia G.I. to 150 mm dia D.I./G.I. Pipe distribution mains (existing New) with supply ofG.I. pipe 15 mm (Average 2.00 mtr)and H.D.P.E. 20 mm (Average 15.00 mtr including specials, Brass ferrule, Saddle clamp etc. of suitable size, T&P etc. including excavation, laying and jointing for proper completion of work as per instructions of Engineer-in-charge, fixing of Ferrule (6 mm dia) of required size. Tapping the main, includes the cost of bailing out and subsequent back fill of water main and cost of fitting and specials etc complete and repair of subsequent leakages of joints, fittings and specials during work, also including required repairing of existing pipe line damaged during dimentalling old line connections including dismentaling and reinstatement of any type of road such as CC, Interlocking, BOE or Bitumen Road. Uploading of Photographs of running FHTCwith aadhar no. (Also submit xeror copy of aadhar Card to the department) of benificiery on www.ejalshakti.gov.in site (IMIS) and submiting of Hard Copy of photographs to the department. |
| 142 | RENOVATION OF EXISTING STRUCTURES |
| 143 | Heavy repair due for water tightness, dismantling of unwanted and construction of floor apron and semi-circular drain at the ground level all around the tank as per site conditions. Floor apron to be provided 0.50 m beyond the outer edge of the balcony, semi circular drain of 200 mm dia all around the O.H.T. flooring consisting of cement concrete with 20mm gauge approved stone grit, coarse sand, cement in proportion of 1:2:4 including dismantling of old repairableall material, labour, T&P etc also repairing of Chambers under tank structure as Sluice valve chamber,Wash out Chamber ,Bye pass chamber and over flow Chamber and supply of required for proper completion of the work as per direction and satisfaction of Engineer Incharge in Existing Over Head tank ,Supply and fixing ventilator jali at O.H.T./CWR including repairing of the ventilator and fixing the same properly including supply of all material, labour, T&P etc., Supply and fixing of new Lightening Conductor consisting of Elevation rod, Down conductor, Earth plate complete with marked scale of the O.H.T. including cutting of hole for cleats to fix the same properly and including supply of all material, labour, T&P etc. and fixing the appliances in the cleats with screw or nales etc. all complete,Painting of outer surface of OHT with 3 coats of approved wheather proof paint (like apex etc.) as per departmentalcolour with two coat Birla white putty. Railing of stair case and balcony with iron post and two raws of G.I. pipe 20mm dias and Painting the iron work in small area with one coat of anti corrosive primer coat and two coat of approved enamel paint also writing of Programme Name with Scheme name & Tank Capacity on Tank Wall as per direction & up to satisfaction of engineer in-charge. |
| 144 | Repair work of existing structures (such asboundary wall of W/W campus and Pump House) such as repair of slab, dismentalling of damaged old plaster and replaster of thewalls inner and outer face in proportion 1:6(cement: sand) with 12mm thick plaster cement and local sand mortar in 1:6, over existing brick work, with minimum thickness not be less than 12mm including supply of all materials, labour, T&P etc. required for proper completion of the work as per site requirement upto satisfaction of engineer in charge. Painting of all exposed surface of existing building with two or more coats of approved brand of apex paint over two coat approved brand wall putty including scrapping of old rough paint neatly and homogeneously including supply of all materials, labour, T&P etc. required for proper completion of the work as per site requirement upto satisfaction of engineer in charge and Roof treatment including water profing repair works in existing buildings with Murga jali in 1:1.5:3 cement concrete of required Thickness including supply of all material, labour required for same T&P etc. as per site requirement upto satisfaction of engineer in charge and Providing and fixing in position Mild Steel all panelled doors and window shutters including supply and fixing of material for making door shutters by M.S. sheet 16 gauge including supply and fixing M.S. angle 40x40x6 mm size also including angle iron chaukhat supply & fixing of oxidized iron fittings etc. complete at site as per site requirement upto satisfaction of engineer in charge |
| 145 | Earth filling work for proper levelling of water work site, in accordance with the contour map and Grid map of existing site enclosed, including levelling, dressing, excavation and filling of earth where necessary and also including all labour, materials, T&P etc. required for proper completion of works and also including carriage of earth from within a distance of about 8 km. from the site of works as per instructions of Engineer |
| 146 | Site Development - (1) Leveling and grading of the treatment plant site up to finished Ground level. Over flow drains and sewerage of W/W campus. Approach / Internal roads design for class \"A\" loading along with side rains. Supply and fixing of fixtures etc. for external electrification along the approach / internal roads and W/W campus complete. |
| 147 | Pumping Plant for CWR to CWR |
| 148 | SupplyandInstallation of 1800LPM 55M HeadVT pump set with suitablecapacityofVHSMotor included 4.5Mtr columnassembly discharge head Completein all respect (1 W+ IS). |
| 149 | Supply and Installation of 35 HP Starter |
| 150 | SupplyandInstallation of 200 Amp 1 no incomer,2 nos out going LT control Panel. |
| 151 | Supply and Fixing of35sq.mm 3.5 core aluminium conductor LT Cable for LT panal |
| 152 | SITC of 150mmdiasizeMainPiping& Valves for deliveryline & commonheader includingBand, tee, valve etc complete |
| 153 | Supply and Fixing of16sq.mm 3core copper conductor LT Cable for starter |
| 154 | Electromagnitic Flow Meter150 mm dia. |
| 155 | Supply of suitable Capacity i.e. 60 KVA 3 phase Servo Voltage stablizerforinputvoltage 240V to500V & outputVoltage 415±6%Volts.. |
| 156 | Supply & Fixing of Pressure Guage |
| 157 | Supply & Fixing of 2 tone4 way motionHOT crane |
| 158 | Internal &Extranal Electrification of PumpHouseCompletein all respect |
| 159 | SupplyandFixing of double pole Earthingincluding material for above all Completein all respect. electrical equipment. |
| 160 | Supply & Fixing of Rubber Sheet |
| 161 | Watch and Ward of pumping plant |
| 162 | Pumping Plant for CWR to OHT |
| 163 | SupplyandInstallation of 550LPM Pump for 250 KL/16 M staging OHT |
| 164 | SupplyandInstallation of 550LPM 65M HeadVT pump set with suitablecapacityofVHSMotor included 4.5Mtr columnassembly discharge head Completein all respect (2W+ IS). |
| 165 | Supply and Installation of 15 HP Starter |
| 166 | SupplyandInstallation of 200 Amp 1 no incomer,7 nos out going LT control Panel. |
| 167 | Supply and Fixing of35sq.mm 3.5 core aluminium conductor LT Cable for LT panal |
| 168 | SITC of 150mmdiasizeMainPiping& Valves for deliveryline & commonheader includingBand, tee, valve etc complete |
| 169 | Supply and Fixing of16sq.mm 3core copper conductor LT Cable for starter |
| 170 | Electromagnitic Flow Meter150 mm dia. |
| 171 | Supply of suitable Capacity i.e. 75 KVA 3 phase Servo Voltage stablizerforinputvoltage 240V to500V & outputVoltage 415±6%Volts.. |
| 172 | Supply & Fixing of Pressure Guage |
| 173 | Supply & Fixing of 2 tone4 way motionHOT crane |
| 174 | Internal &Extranal Electrification of PumpHouseCompletein all respect |
| 175 | Supply& Fixing Electromachanicalchlorinatingplant. |
| 176 | SupplyandFixing of double pole Earthingincluding material for above all Completein all respect. electrical equipment. |
| 177 | Supply & Fixing of Rubber Sheet |
| 178 | Watch and Ward of pumping plant |
| 179 | Supply and Installation of 450 LPM pumps for 175 KL/20 M staging OHT |
| 180 | SupplyandInstallation of 450LPM 65M HeadVT pump set with suitablecapacityofVHSMotor included 4.5Mtr columnassembly discharge head Completein all respect (2W+ IS). |
| 181 | Supply and Installation of 10 HP Starter |
| 182 | SITC of 150mmdiasizeMainPiping& Valves for deliveryline & commonheader includingBand, tee, valve etc complete |
| 183 | Supply and Fixing of10sq.mm 3core copper conductor LT Cable for starter |
| 184 | Supply & Fixing of Pressure Guage |
| 185 | Electromagnitic Flow Meter150 mm dia. |
| 186 | Supply& Fixing Electromachanicalchlorinatingplant. |
| 187 | Supply and Fixing of Solar Light |
| 188 | Power connection from UPPCL Without GST :- |
| 189 | 3 Phase LT Power Connection for above Scheme |
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