|
| 1 | Build Phase Civil Works (Sl. No 01 to 26) |
| 2 | Rising Main |
| 3 | 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 |
| 4 | Supply of Following sizes pipes (D.I. K-7/9) 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, also including specials for these pipes and lowering 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 length but excluding the cost of trenches). all 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. |
| 5 | From Tubewell to OHT 200mm dia |
| 6 | Supply and carting up to site of work of the following dia C.I./D.I.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 |
| 7 | 200mm dia |
| 8 | 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 |
| 9 | Sluice Valve Chamber Masonary Type |
| 10 | 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 |
| 11 | Distribution System |
| 12 | Supply of Following sizes pipes for distribution system conforming to latest relevent to I.S. 4984:1995 specification with all jointing materials and specials conforming to latest/relevant I.S. specification 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 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). all 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. |
| 13 | 90mm dia H.D.P.E.6kg/cm2 |
| 14 | 110mm dia H.D.P.E.6kg/cm2 |
| 15 | 140mm dia H.D.P.E.6kg/cm2 |
| 16 | 160mm dia H.D.P.E.6kg/cm2 |
| 17 | 200mm dia D .I K-7 |
| 18 | 250 mm dia D.I. K-7 pipe |
| 19 | 300 mm dia D.I. K-7 pipe |
| 20 | 350 mm dia D.I. K-7 pipe |
| 21 | 400 mm dia D.I. K-7 pipe |
| 22 | 500 mm dia D.I. K-7 pipe |
| 23 | 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. |
| 24 | Supply and carting up to site of work of the following dia C.I./D.I.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 |
| 25 | Sluice Valve 80 mm dia |
| 26 | Sluice Valve 100 mm dia |
| 27 | Sluice Valve 125 mm dia |
| 28 | Sluice Valve 150 mm dia |
| 29 | Sluice Valve 200 mm dia |
| 30 | Sluice Valve 250 mm dia |
| 31 | Sluice Valve 300 mm dia |
| 32 | Sluice Valve 350mm dia |
| 33 | Sluice Valve 400mm dia |
| 34 | Sluice Valve 500mm dia |
| 35 | Scour Valve 80 mm dia |
| 36 | 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. |
| 37 | 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. |
| 38 | 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 |
| 39 | Sluice Valve/Scour Valve Chamber Masonary Type For Distribution Main |
| 40 | Sluice Valve/Scour Valve Chamber Surface Box Type For Distribution Main |
| 41 | Fire Hydrant Chamber For Distribution Main |
| 42 | Air Valve Chamber For Distribution Main |
| 43 | 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. |
| 44 | B.O.E. Surface |
| 45 | Tiles Road |
| 46 | Bituminous Road |
| 47 | C.C. Road |
| 48 | Reinstatement of the following type of road surface with old and new mateials including supply of all materials, labour, T&P etc. required for proper completion of the work as per instruction of Engineer-in-charge. |
| 49 | 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. |
| 50 | Laying of Tiles Road (with new tiles upto 40% quantity) as per according to PWD specification of the respective roads and proper compaction. |
| 51 | Laying of Bituminous road providing Grannlar Sub-base, WBm, Dense Bituminous macadam and Bituminous Concrete course in desired thickness along with primer, tack coat and seal coat (Thickness may be taken according to PWD specifications of the respective roads) and proper compaction |
| 52 | 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 Brick ballst) and proper compaction |
| 53 | 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. |
| 54 | 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. |
| 55 | 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. |
| 56 | Shifting of Telephone line |
| 57 | 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. |
| 58 | 90 to 110 mm Pipe line |
| 59 | 125 to 160 mm Pipe line |
| 60 | 180 to 250 mm Pipe line |
| 61 | 300 to 350 mm Pipe line |
| 62 | 400 to 500 mm Pipe line |
| 63 | Supply of all materials labour,testing and trail run in Existing distribution network connect to newly laid distribution network Segretion of Zones in Zone-1, 2a-1, 2a-2, 2b, 2c, 2f-1, 2f-2, 2g, 2h. Including excavaion Sluice valve 80mm dia, 100mm dia, 200mm dia, machinary type chamber, surface box type |
| 64 | Zone-1 |
| 65 | Zone-2a-1 |
| 66 | Zone-2b |
| 67 | Zone-2c |
| 68 | Zone-2f-1 |
| 69 | Zone-2f-2 |
| 70 | Zone-2g |
| 71 | Zone-2h |
| 72 | Supply of all materials labour,testing and trail for design load of Existing constructed RCC OHT, T&P etc. complete and further Dismantling of Floor,necessary excavation for pipe line,removing rough surface of OHT dismantling of Inner plaster construction of water container,dismantling of torn railing RCC work and making water prrof with water proofing compound ,grouting etc reapair of torn railing,changing worn out rubber in old OHT vertical pipe and making them leak proof etc complete for proper satisfaction of engineer incharge and all other major/ minor repair for proper working of OHT dome,(conforming to latest/relevant I.S. 3370 Part I to Part IV Specifications) Over Hand Tank. Capacity , Staging Above Made up level with main components, excluding cost of soil testing and considering beaing capacity of soil as 8MT/Sqm.Reapir of all the componentsin conforming to latest/relevant I.S. 3370 Part I to PART IV Specifications concrete with cement, coarse sand and approved stone grit as per I.S. 11682 and I.S. 456. And providing theses arrangement if not in proper shape ,size and specfication including 1M wide RCC staircase, 1m wide R.C.C. balcony, M.S. laddar made of 50x50x6 mm angle section and 20mm plain M.S. bars with hand rails of 20mm medium class G.I. Pipes, One MS ladder inside the tank from top dome to bottom dome, R.C.C. railing with 20mm dia medium class G.I. Pipes, (in 3 rows) on both sides of stair case, supported on 50x50x6mm M.S. angle section, spaced at intervels not More than 1.5m, proper ventilator at top dome in circular shape of 1.2m dia,water level indicator fabricated with all fittings, 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, C.I. manhole of min 60x60cm Size with locking arrangement, , Fixing, Jointing of D.I.D/F pipes of approproate size with D.I.D/F specials conforming to IS 8329/2000 as vertical pipes for inlet (@24m), outlet (@20m), overflow (@24m) and washout (100mm@20m) as per latest/relevant I.S. specifications with all jointing metarials for proper completion of work,Fixing of appropriate size manually operated D/F Sluice Valve/Butter Fly Valves as per ISS 700/1969 or its latest amendments class \"A\" working pressure 10 kg/cm2, Construction of bed blocks in 1:2:4 PCC with cement, Coarse sand and approved stone grit Construction of Floor and apron at the ground level upto 100cm. beyond the outer edge of balcony of the O.H.T. with 25mm. 1:2:4 P.C.C. over 75mm., P.C.C. 1:4:8 as per deptt. specifications and included 150mm semi circular 1:2:4 PCC drain as per deptt. Specification. Repair or Construction of washout/overflow chamber and chambers for sluice/butter fly valves as per department type design and drawing, supply of 200mm dia PVC pipe as per I.S.-4985/2000 for disposal of water from overflow and washout chamber to suitable point outside the water compound,. Painting of all concrete surface with ISI marked putty (2mm thick) after applying putty, painting with two coats ISI marked weather coat paint of reputed firm like Asian, Burger (Apex, Ultima etc.) has to be made and painting of M.S. ladder, railing and vertical pipes with ISI Marked enamel paint in 3 coats. |
| 73 | Repair of 2000 KL/22M(ZONE 1),2250KL/22M(ZONE 2A-1),1050KL/22M(ZONE 2C),1500KL/21M(ZONE 2D),1000KL/22M(ZONE 2E),2250KL/22M(ZONE 2F-1),1750KL/22M(ZONE 2F-2), |
| 74 | Supply of all materials labour,testing and trail for design load of Existing constructed RCC OHT of 1200 KL , T&P etc. complete and further Dismantling of Floor,necessary excavation for pipe line,removing rough surface of OHT dismantling of Inner plaster construction of water container,dismantling of torn railing RCC work and making water prrof with water proofing compound ,grouting etc reapair of torn railing,changing worn out rubber in old OHT vertical pipe and making them leak proof etc complete for proper satisfaction of engineer incharge and all other major/ minor repair for proper working of OHT dome,(conforming to latest/relevant I.S. 3370 Part I to Part IV Specifications) Over Hand Tank. Capacity and 18 Meter Staging Above Made up level with main components, excluding cost of soil testing and considering beaing capacity of soil as 8MT/Sqm.Reapir of all the componentsin conforming to latest/relevant I.S. 3370 Part I to PART IV Specifications concrete with cement, coarse sand and approved stone grit as per I.S. 11682 and I.S. 456. And providing theses arrangement if not in proper shape ,size and specfication including 1M wide RCC staircase, 1m wide R.C.C. balcony, M.S. laddar made of 50x50x6 mm angle section and 20mm plain M.S. bars with hand rails of 20mm medium class G.I. Pipes, One MS ladder inside the tank from top dome to bottom dome, R.C.C. railing with 20mm dia medium class G.I. Pipes, (in 3 rows) on both sides of stair case, supported on 50x50x6mm M.S. angle section, spaced at intervels not More than 1.5m, proper ventilator at top dome in circular shape of 1.2m dia,water level indicator fabricated with all fittings, 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, C.I. manhole of min 60x60cm Size with locking arrangement, , Fixing, Jointing of D.I.D/F pipes of approproate size with D.I.D/F specials conforming to IS 8329/2000 as vertical pipes for inlet (@24m), outlet (@20m), overflow (@24m) and washout (100mm@20m) as per latest/relevant I.S. specifications with all jointing metarials for proper completion of work,Fixing of appropriate size manually operated D/F Sluice Valve/Butter Fly Valves as per ISS 700/1969 or its latest amendments class \"A\" working pressure 10 kg/cm2, Construction of bed blocks in 1:2:4 PCC with cement, Coarse sand and approved stone grit Construction of Floor and apron at the ground level upto 100cm. beyond the outer edge of balcony of the O.H.T. with 25mm. 1:2:4 P.C.C. over 75mm., P.C.C. 1:4:8 as per deptt. specifications and included 150mm semi circular 1:2:4 PCC drain as per deptt. Specification. Repair or Construction of washout/overflow chamber and chambers for sluice/butter fly valves as per department type design and drawing, supply of 200mm dia PVC pipe as per I.S.-4985/2000 for disposal of water from overflow and washout chamber to suitable point outside the water compound,. Painting of all concrete surface with ISI marked putty (2mm thick) after applying putty, painting with two coats ISI marked weather coat paint of reputed firm like Asian, Burger (Apex, Ultima etc.) has to be made and painting of M.S. ladder, railing and vertical pipes with ISI Marked enamel paint in 3 coats. |
| 75 | Major Repair of 2000 KL/22M (ZONE 2B) |
| 76 | Construction Of Over Head Tank -\"Supply of all materials labour,construction offollowing size RCC OHTs , T&P etc. complete and construction of raft stagingBottom dome,bottom ring beam,vertical wall, top dome and staircase of 1200 KL R.C.C. (conforming to latest/relevant I.S. 3370 Part I to Part IV Specifications) Over Hand Tank. Capacity and 18 Meter Staging Above Made up level with main components, including cost of soil testing and considering beaing capacity of soil as 8MT/Sqm.All the components of OHT Cast in conforming to latest/relevant I.S. 3370 Part I to PART IV Specifications concrete with cement, coarse sand and approved stone grit as per I.S. 11682 and I.S. 456. Minimum depth of Foundation below original ground level will be 2.5M. Seismic effects and wind load should be taken into consideration as per I.S. 1893 for earthquake resistance and I.S. 875 Part-III for wind load on structure and including 1M wide RCC staircase, 1m wide R.C.C. balcony, M.S. laddar made of 50x50x6 mm angle section and 20mm plain M.S. bars with hand rails of 20mm medium class G.I. Pipes, One MS ladder inside the tank from top dome to bottom dome, R.C.C. railing with 20mm dia medium class G.I. Pipes, (in 3 rows) on both sides of stair case, supported on 50x50x6mm M.S. angle section, spaced at intervels not More than 1.5m, proper ventilator at top dome in circular shape of 1.2m dia,water level indicator fabricated with all fittings, 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, C.I. manhole of min 60x60cm Size with locking arrangement, supply, Fixing, Jointing of D.I.D/F pipes of approproate size with D.I.D/F specials conforming to IS 8329/2000 as vertical pipes for inlet (@24m), outlet (@20m), overflow (@24m) and washout (100mm@20m) as per latest/relevant I.S. specifications with all jointing metarials for proper completion of work,Fixing of appropriate size manually operated D/F Sluice Valve/Butter Fly Valves as per ISS 700/1969 or its latest amendments class \"\"A\"\" working pressure 10 kg/cm2, Construction of bed blocks in 1:2:4 PCC with cement, Coarse sand and approved stone grit Construction of Floor and apron at the ground level upto 100cm. beyond the outer edge of balcony of the O.H.T. with 25mm. 1:2:4 P.C.C. over 75mm., P.C.C. 1:4:8 as per deptt. specifications and included 150mm semi circular 1:2:4 PCC drain as per deptt. Specification. Construction of washout/overflow chamber and chambers for sluice/butter fly valves as per department type design and drawing, supply of 200mm dia PVC pipe as per I.S.-4985/2000 for disposal of water from overflow and washout chamber to suitable point outside the water compound,. Painting of all concrete surface with ISI marked putty (2mm thick) after applying putty, painting with two coats ISI marked weather coat paint of reputed firm like Asian, Burger (Apex, Ultima etc.) has to be made and painting of M.S. ladder, railing and vertical pipes with ISI Marked enamel paint in 3 coats.\" |
| 77 | 1900 KL/18M (Zone 2A-2) |
| 78 | 2000 KL/22M (Zone 2G) |
| 79 | 1200 KL/18M (Zone 2H) |
| 80 | Staff Quarter (As per type design & as per instruction of Engineer-in- charge)including supply of labour material T&P etc complete |
| 81 | Construction of Pump House (As per type design & as per instruction of Engineer-in- charge) including supply of labour material T&P etc complete |
| 82 | Construction of Stilling Chamber and V-Notch for By-Pass Arrangement of Rebore Tubewells |
| 83 | Boundary Wall (As per type design & as per instruction of Engineer-in- charge) including supply of labour material T&P etc complete |
| 84 | 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, asper instructions of engineer-in-charge. |
| 85 | Earth Filling work for proper leveling of water work site, in accordance with the contour map and Grid map of existing site, including royalty, tax cost of earth material with leveling, dressing, excavation and filling of earth where necessary and also including all labour, materials, T&P etc. required for proper completion of works as per instructions of engineer-in-charge. |
| 86 | Laying of Tiles Roadas per according to PWD specification of the respective roads and proper compaction. |
| 87 | 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. |
| 88 | MCS at NPP Budaun Centralised Control Room |
| 89 | E&M WORKS |
| 90 | Transportation of T/W Construction T&P Units |
| 91 | Transportation, Erection, Dismantling of Rig Machine and its T&P |
| 92 | Transportation, Erection, Dismantling of Compressor 250/350 PSI |
| 93 | Transportation, Erection, Dismantling of 2 Cusec/ 3 Cusec O.P. Unit and Yield test |
| 94 | 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) |
| 95 | 300 mm dia M.S. Pipe |
| 96 | 200 mm dia M.S. Plain/slotted |
| 97 | PEA-GRAVEL (As per IS:4097) |
| 98 | 1.65 mm to 4.50 mm size Pea gravel of Lalkuwan quarry duly screened, washed and properly stacked at sitefor Tubewell |
| 99 | Drilling of bore by rig machine As Per IS:2800(Part I & II): |
| 100 | Drilling of bore by 600 mm dia bit GL to 60 mt. BGL. |
| 101 | Drilling of bore by 500 mm dia bit from 60 mt GL to 100 mt. BGL. |
| 102 | Drilling of bore by 500 mm dia bit 100 m BGL to 165 m. BGL. |
| 103 | Lowering of tube well assembly With M.S. rings, Bail Plug, Reducer Including welding: |
| 104 | Lowering of 300 mm dia M.S. Housing pipe from GL to 50 m.BGL |
| 105 | Lowering of 200 mm dia M.S. Plain/slotted pipe 50 m. BGL to 100 m. BGL |
| 106 | Lowering of 200 mm dia M.S. Plain/slotted pipe 100 m. BGL to 150 m. BGL |
| 107 | Development of tube well by 250 PSI air compressor and 3 cusec O.P. Unit to yield sand free discharge. |
| 108 | Development and testing of tube well by Air Compressor. |
| 109 | Development and testing of tube Well O.P.Unit to yield sand free Discharge. |
| 110 | Chemical and Bacteriological test (Analysis of water sample) |
| 111 | Logging of borehole by departmental/approved electric logger |
| 112 | Details of New Pumping Plant & Servo Voltage Stabilizer |
| 113 | SITC of Submersible pumpset having capacity 1500 LPM,56 mtr Head, 30 HP Motor with 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. |
| 114 | SITC of automatic servo voltage Stabilizer-50 KVA(Input Voltage 230V±450V)to Output Voltage 415V± 1% As per IS 9815-1994 |
| 115 | SITC of Soft Starter with RS485 Port-400V Class suitable, Rating. |
| 116 | XLPE Aluminium Armoured Cable 50 Sqmm 3.5 Core |
| 117 | Coloumn Pipe 3 mtr long |
| 118 | AUTOMATIC CHLORINATION SYSTEM |
| 119 | Automatic Chlorination System compatible to SCADA system |
| 120 | SCADA /AUTOMATION WORK OF PUMPING PLANT |
| 121 | CE & UL Certifeid PLC/RTU in IP 54 enclousure suitable to communicate with GSM based modem unit with CPU and power supply with analog anddigital 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 statiuonas specifeid. |
| 122 | GSM/GPRS based wireless communication with 4G modem for RTU/PLOc capable to transfer & gather data from remote site to controlstation all accessoreis included with signalenhancer antenna made for pumping plant internet charges as specifeid |
| 123 | CE/UL certifeid Intelligent Smart Energy Meter |
| 124 | Moter Operated Actuators with Sluice Valves 150 mm size |
| 125 | Main Switch Incomer Panel |
| 126 | Actuator Panel |
| 127 | CE/UL Certifeid Electromagnetic Flow Meter 150 mm size |
| 128 | auto Phase reversal unit of 125 amp rating with inbuilt delay and enclosure control panel etc. |
| 129 | CE/UL Certifeid Hydrostatic type sub soil water level transmitter for tubewell with Auxillary bore for installtion near main tubewell (1-3 mtr near to main bore ) |
| 130 | CE/UL certifeid Surge Protecter for control panel. |
| 131 | CE/UL certifeid Pressure Transmiter with local display |
| 132 | CE/UL Certifeid 7 hmi touch screen suitable to communication with PLC/RTU for display & control of process parameters |
| 133 | Complete cabling including power cables of all equipment. |
| 134 | control panel with IP54 protection ,industrial grade for all equipments.separate for control (24V) and power equipment |
| 135 | Installation, commissioning & testing trial for tubewell |
| 136 | SCADA /AUTOMATION WORK OF OLD PUMPING PLANT |
| 137 | CE & UL Certifeid PLC/RTU in IP 54 enclousure suitable to communicate with GSM based modem unit with CPU and power supply with analog anddigital 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 statiuonas specifeid. |
| 138 | GSM/GPRS based wireless communication with 4G modem for RTU/PLOc capable to transfer & gather data from remote site to controlstation all accessoreis included with signalenhancer antenna made for pumping plant internet charges as specifeid |
| 139 | CE/UL certifeid Intelligent Smart Energy Meter |
| 140 | Moter Operated Actuators for existing Sluice Valves 150 mm size |
| 141 | Main Switch Incomer Panel |
| 142 | SITC of Soft Starter with RS485 Port-400V Class 22 kW, Rating. |
| 143 | Actuator Panel |
| 144 | CE/UL Certifeid Electromagnetic Flow Meter 150 mm size |
| 145 | auto Phase reversal unit of 125 amp rating with inbuilt delay and enclosure control panel etc. |
| 146 | CE/UL Certifeid Hydrostatic type sub soil water level transmitter for tubewell with Auxillary bore for installtion near main tubewell (1-3 mtr near to main bore ) |
| 147 | CE/UL certifeid Surge Protecter for control panel. |
| 148 | CE/UL certifeid Pressure Transmiter with local display |
| 149 | CE/UL Certifeid 7 hmi touch screen suitable to communication with PLC/RTU for display & control of process parameters |
| 150 | Complete cabling including power cables of all equipment. |
| 151 | control panel with IP54 protection ,industrial grade for all equipments.separate for control (24V) and power equipment |
| 152 | Dismantling work of Old Pumping Plant |
| 153 | Repairing of 60 KVA Servo Voltage Stabilizer with all material,T&P and labour charge |
| 154 | Installation, commissioning & testing trial for tubewell |
| 155 | SCADA /AUTOMATION WORK OF OHT |
| 156 | SITC CE/UL certifeid Radar Type level transmitter for OHT. |
| 157 | SITC CE/UL certifeid Motor operated actuator with sluice valve of 450 mm dia size including all fittings for OHT |
| 158 | SITC CE/UL certifeid Motor operated actuator with sluice valve of 400 mm dia size including all fittingsfor OHT |
| 159 | SITC CE/UL certifeid Motor operated actuator with sluice valve of 350 mm dia size including all fittingsfor OHT |
| 160 | SITC CE/UL certifeid Electromagnetic Flowmeterfor OHT 450 mm dia size including all fittings |
| 161 | SITC CE/UL certifeid Electromagnetic Flowmeterfor OHT 350 mm dia size including all fittings |
| 162 | SITC CE/UL certifeid Electromagnetic Flowmeterfor OHT 300 mm dia size including all fittings |
| 163 | Installatio, Commissioning, Testing Trial for Tubewell |
| 164 | LOCAL CONTROL STATION |
| 165 | CE/UL & BIS Certified industrial grade LED MONITOR with latest configuration as per specification. |
| 166 | Desktop/PC with i5/i7 processor for as per spec mentioned in tachnical bid documents. |
| 167 | CE/UL Certified 3 KVA UPS with batteries as perspec mentioned in tachnical bid documents. |
| 168 | Full development version of required TAGS SCADA Software with coustomization of software for LCS as per spec mentioned in tachnical bid documents. |
| 169 | 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. |
| 170 | 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. |
| 171 | CE/UL certified Firewall for network protection. |
| 172 | local video screen display size 56 \" |
| 173 | Surge protector for eternet communication protection. |
| 174 | industrial grade Ethernet Switch. |
| 175 | canon/hp Laser printer1018 or equivalent |
| 176 | Installation,Commissioning ,testing including required furniture,internal wiring,PVC panelling of walls/false ceiling work etc. |
| 177 | Split AC suitable for the control room 1.5 tonnes |
| 178 | Security Survelliance IP Camera with required hard drive to store data of atleast 15 Days |
| 179 | Charges for LAYING OF RISING MAIN & CABLE, CONSTRUCTION OFPILLARS |
| 180 | Supply, Construction of Supper Structure bricks pillars for T/w with heavy duty M.S. Girder on top with all material Labour Charges etc all Complete. |
| 181 | Housing Chamber of T/w of Standerd size with cover |
| 182 | Supply and Laying of Power Cable of 10 sq. mm. (approx 200 mtr) from New T/w to existing pump house with material and labour including PVC pipe . |
| 183 | Supply of 150/K-7 ISI Marked Ductile Iron Pressure Pipe conforming to IS 8329/2000 |
| 184 | DI Speacial of 150/K-7 ISI Marked Ductile Iron Pressure Pipe conforming to IS 8329/2000 @10% |
| 185 | Excavation for pipe line 0-1.5 m deep in Ordinary soil (Loam Clay, Sand) |
| 186 | Extra on item 6 No. fro additional lead and lift |
| 187 | Carting from store, laying, jointing, fixing & testing of D.I. Pipe 150/K-7 |
| 188 | Supply of C.I 150 mm dia D/F Bend 900 with fitting andlabour charges. |
| 189 | Dismantling old demage plaster and making new plaster in proper ratio,flooring of pump house white washing and painting complete with all material T&P and labour at site |
| 190 | Filling of old existing t.w with clay and Cement sealing complete |
| 191 | Charges for Trial and Run Period for all above istallation on all equipment of Tubewell,OHT,SCADA,LCS. |
| 192 | Charges for 4 month Trial and Run Period for expenditure of Sodium hypo chloride Solution. |
| 193 | Skilled Computer Operator to operating Pumping Plant in LCS Room for 8 hours shift per day 3 shift |
| 194 | Chowkidar for Watch & Ward for LCS Room 8 hours shift per day 3 shift |
