Sales : +91-777 804 8217
| Sr No | Corrigendum Date | Corrigendum | Type | New Submission Date |
|---|---|---|---|---|
| 1 | 27-09-2025 | DATE CORRIGENDUM | Date | 04-10-2025 |
| 2 | 22-09-2025 | Form 1C and others | Other | 29-09-2025 |
| Sl. No. | Item Description |
| 1 | Construction of Intakewell Survey,Investigation, Planning, engineering ,drawing/design,vetting of IIT/ NIT/ REPUTED ENGINEERING COLLEGE, soil investigation ( up to 50 m depth )Reesign(if necessary) and Construction of CONSTRUCTION OFINTAKE WELL CUM PUMP HOUSE (6MLD on 16 hours pumpingtime) as per design WITHRCCFOOTBRIDGE up to 150 m length and 5.0m width with 0.6M Both side paver paver blocks foothpath with2.4 m height railing with cover of top partsall necessary equipment & Appurtenant Works, including Electrical works, including supply of all materials, labour, tools and plants etc.Provision for piping work for flushing choking material from the inlet pipe complete as per instruction of engineer in charge. Provision for inlet pipe of 400 mm dia (4NOS x30MTR). Supply and fixing of Kirloskar valves 3 nos of Pn 10 of dia 400 mm with spindle/wheel with all mountings and accessories complete. Supply and fixing of M.S. Ladderfor Construction of Intake Well inside the reservoir of dam or river, with minimum required depth and diameter as mentioned below with pump house in RCC framed Structure, of minimum height of 6.0 m with required length of RCC footbridge with railing, of minimum 3.75 m clear width or more as required to transport the pumping plant machinery by vehicle excluding curb, piping & cable, pump floor level minimum 1.5 m above HFL, water inlet openings with sluice gates, having different intake capacity of water at different inlet points, construction of spiral RCC staircase upto bottom, grit chamber with mechanical scraping belt or bucket for de-gritting the well, Pump house operating Slab, a separate electrical gantry of suitable capacity, cemoent concrete floor with hardener, rolling shutter fabricated from steel, Circular Balcony minimum 1 m width, staircase post-column beams,horticuture,greeneries, orboricutres,Railings, development of land, approachCCroad etc. arrangement should be made inside pump house such that to fix required nos. of VT Pumps mentioned in item nos. 4, HT and LT panels and starters, including all earthing as requried, instrumentation & SCADA & wireless telemetry (voice & Data), internal and external electrifications and adequate LED lighting including excavation/ Disposal of soil i.e. Kankar mixed morrom/soft/hard rock andconcrete of minimum grade of M-15 and all R.C.C. work in grade M-30 or above in raft/pile foundation, Intake, RCC, wall with supply of all type steel bars of approved quality and cement as approved by the Employer, cofferdam construction with bailing out water as per site construction requirement diversion arrangement of flow of river during construction by making bundh across the river supply with gunny bags, sand, fixing suitable size of steel girder, dismantling and refixing etc. and also supply and fixing of collapsible gate, Aluminium door, Aluminium window as per relevant specifications, fresh air circulation arrangement, including of one-coat Primer, two coat Distamper in inner side & external painting with apex ultima/equivalent paint, all steel work must be painted with red oxide paint and two coat of anticorrosive paint etc. and internal and external electrification of intake well, supply and fixing of three-row railing of 20 mm dia GI Pipe with M.S. Angle posts supply and fixing of inlet openings of required capacity, including supply of all materials, all labor T&P etc. required for proper completion of works as per direction of the Engineer and Consultant, Anything not mentioned will be as provision laid down in CPHEEO GOI Manuals. Cost of VT Pumps, Motors. Panels, SCADA, Panel Board, Pipes etc. are not covered in this item. |
| 2 | Construction of Water Treatment Plant Survey, soil Investigation (up to 30 m depth), Planning, engineering, DRAWING/Design,vetting of IIT/ NIT/ REPUTED ENGINEERING COLLEGE,redesign(if necessary)Construction and Commissioning of WTPcapacity 5 MLD (16 HOURS PUMPING time) with CWR as per required capacity. For construction of WTP, Admin Building with Command Control Room,Sub station room and fire fighting arrangements, first aid arrangements Circular Cascading Aerator, Inlet chamber, alum dosing, pre-sedimentation Tank, Rapid Mix, Vertical Flow Clarifloculator, Rapid Gravity Filter with Back Wash Arrangement, Proper Sludge Disposal and Backwash water disposal arrangements to nearest drain/low laying area & Appurtenant Works. Automated through PLC with outputs to SCADA, walkway in between WTP components with railing, Guard Room,meter room, transfermer yard, dg plateform, Chemical Store room 45 days storage capacity,laboratory with equipmentsas per cpheeo manuals below than ONELAC population in ULB ,required boundary wall with gate ,required cc approach road with drains, land escaping ,greneeries,horticuture,aboriculture, STAFF QUATER TWO ROOM SET-3 nos. Gaseous Chlorination Plant, Development of WTP area with adequate plantation, Rainwater harvesting unit. Raw water to be treated and filtered. Lean concrete to be used of grade not less than M-15 and other structures in minimum M-30 grade of concrete including excavation/ disposalin all types of soil, kankar, soft rock, hard rock etc. . Cement and steel should be as per approved by the Employer/IS code. Collapsible MS steel doors and aluminium windows to be provided including of One-coat Priming, internal two coat Distamper painting, external painting with apex ultima/equivalent paint/weather Paint, all steel work must be painted with red oxide paint and two coat of anticorrosive paint etc, where water contact internal part with 3 coat food grade epoxy paint. and internal and external electrification with adequate LED lights for the compound, including automation, instrumentation & SCADA, wireless telemetry (voice & data)Including water testing kits, lab building and essential lab equipmentsIncluding supply of all materials, labour T&P etc disposal of surplius of eath/ malva dist. up to 10 km distance from munciple limit. required for proper completion of works as per direction of the Engineer. All building works may be constructed RCC FRAME STRUCTURE |
| 3 | Rising Main :- SURVEY, DESIGN/ DRWAING, VETTING OF IIT/ NIT/REPUTED ENGINEERING COLLEGE,REDESIGING (if necessary)Supply of following sizes (D.I. k-9) pipes for rising main system conforming to latest/relevant I.S. 8329/2000 Specifications with all jointing materials such as MJ joints, tee ,bends, all required mild steel fabrication works (if MS fabrication used, its proper protection treatment against corossion must be done) and all DI specials conforming to latest /relevant I.S. specifications, suitable for D.I pipes, as per IS‐1239 /2000 and IS 8329/2000 or their latest amendment& CPHHEEO MANUALS with latest amendments including F.O.R. destinations rate per metre in Rs., anywhere in U.P. including cost of one Rubber Gasket per pipe length & inclusive of all Taxes & Duties, Third Party Inspection Charges, Packing & Forwarding Charges, Transit Insurance Charges, Road Transportation Charges etc. with loading, unloading and Carting up to store, also including specials for these pipes all complete as per instructions of Engineer ‐in ‐ charge. |
| 4 | 300 mm dia. |
| 5 | 200 mm dia. |
| 6 | 150 mm dia. |
| 7 | Supply of following sizes of CI D/F Sluice valves as per IS-780-1960 / CPHEEO MANUALS WITH LATEST AMENDMENTStested to 10Kg / Cm2 fixing in pipelines trenches, jointing and testing etc. complete. |
| 8 | 300 mm |
| 9 | 200 mm |
| 10 | 150 mm |
| 11 | Earth work in ordinary soil, In Moorum /Kankar / Shingle, In Soft/Medium rock. Etc. loam, clay or sand with lift upto 1.50M and lead upto 200m, filling watering and ramming of excavated earth into the trenches and disposal of surplus earth upto 8KM. |
| 12 | In Ordinary soil |
| 13 | In Moorum /Kankar / Shingle etc. incl. replace of ordinary soil |
| 14 | In Soft/Medium rock. Incl.Replace of ordinary soil |
| 15 | Carting from store (upto 8 Km) the following sizes of D.I.Pipes (class K-9) and specials to the site of work, lowering them in to trenches and laying true to alignment and gradient and jointing etc. complete including testing of pipeline and cutting of pipes for making up the langth as required for proper completion of work (but excluding cost of trenching) upto the satisfaction of Engineer-In-Charge. |
| 16 | 300 mm |
| 17 | 200mm |
| 18 | 150 mm |
| 19 | Carting of following sizes CI D/F Non Return valve fromdepartmental store to site of work lowering the same into trenches and fixing in position andjointing the same with supply of all material and testing etc. complete. |
| 20 | 300 mm |
| 21 | 200 mm |
| 22 | 150 mm |
| 23 | Supply of all materials, labours T&P etc. and construction of masonary type sluice valve chamber. |
| 24 | Thrust Block |
| 25 | Supply of all materials,labour, and T & P etc. and construct R.C.C.(M-25 grade) thrust blocks. Including mild steel works (1%) all complete as per design for following size and instructions of Engineer ‐in ‐ charge. |
| 26 | 300 mm (size 1.15m x 1.15m x 1.15m) |
| 27 | 200 mm (size 0.85m x 0.85m x 0.85m) |
| 28 | 150 mm (size 0.70m x 0.70m x 0.70m) |
| 29 | Dismantling of following type of road surface including stacking of serviciable material and disposal of unservicable material within the limit of npp upto 8km distance including supply of all labour T&P etc. required for proper completion of the work as per instructions of Engineer ‐in ‐charge. |
| 30 | Bituminous Road |
| 31 | C.C. Road |
| 32 | Re-instatement of following type of road surface of PWD/ UPJN specifications including supply of all materials, labour, T&P etc. required for proper completion of the work as perinstructions of Engineer ‐in ‐charge. |
| 33 | Bituminous surface (20cm sand, 20cm GSB, 20cm WMM, 5 cm to 8 cm DBM, 3cm to 4 cm B.C.) payment made upto WMM- 50%, DBM- 30% and BC with testing in NABL aproovedlab/PWD- 20% |
| 34 | C.C. Road in M25 grade, minimum thickness 15cm on 15cm sand & 20cm GSB filling base. |
| 35 | Providing and laying of GSB for reinstatement of earthen road (Shoulder) including dressing, watering, ramming etc. complete. |
| 36 | Provision for crossing of Nala/Culvert including making specials and supply of materials,encasing of concreting (M25) labour, t&P etc. complete. ( UP TO 6M LENGTH, 300 MM dia. Pipe) |
| 37 | Provision for Crossing and laying of pipe line( up to 60 MTR)of both side at State/National Highwayand payment to state/NHAI Authority for permission of National Highway crossing:-Surveysite Investigation Planning , design Drawings,VETTING OF IIT/NIT/ REPUTED ENGINEERING COLLEGE, excavation, dismentaling, road restoration & other all utility restoration( as per required) as per NATIONAL HIGHWAY standard as per MORTH Road manual and vetting / checked from State Road/ NH DIV. PWD/NHAI/UPSHA/ PWD/ Divisional Office and taking NOC CHARGES.(incl. noc fees, licence fees, security amount) for trenchless crossing of National highway road , Road forrequired dia Rising main pipe / Distribution pipe with casing pipe as required for proper completion of work also including security money deposited to State Road department and Execution of all work in the present of State Road staff / Engineers including of supply of required dia MS carrier pipe and required size of MS casing pipe as per drawing and as per (IS:3589 & made from confining to IS:2062) with 750 Micron th.food grade coating internally and 750 MM TH. MICRONE anti corrosive bituminous paint externally by trenchless technology method at an average depth 3.60 mtr from normal ground level up to top of casing pipe including excavation & sandfilling of Pit, Dewatering arrangement, Supporting system for soil,also including supply and fixing of 2 no Sluice valve ISI Mark, construction of sluice valve chamber etc. all complete work including supply & fixing specials in carrier pipe over main pipe, as per specification given in the bid documents including supply of all materials, labour T&P etc. for proper completion of work as per instruction of Engineer. and concerned department. (CASING- 600MM (id)MS PIPE 12 MM THICK & CARRIER PIPE- AS PER REQUIRED DESIGN) INCL.3M C/C SPACER |
| 38 | Construction of OHTSurvey,Investigation, Planning, engineering, drawing/ design ,vetting of IIT/ NIT/ REPUTED ENGINEERING COLLEGE, soil investigation ( up to 50 m depth Redesign andSupply of all materials labour T&P etc. for complete construction of R.C.C. (M30 Grade) Over Head Tank of following capatity and staging min 1.50m above ground level with main components, soil testing (up to 30m depth.) and assuming bearing capacity of soil as 8MT including cost of supply of design and drawings. all the water retaining components of OHT shall be casted in M-30 grade cement concretewith approved cement, coarse sand and stone grit as per I.S. 11682 and I.S. 456 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 doglegged staircase with separate columns, 1m wide R.C.C. M30 balcony, M.S. ladder made of 50x50x6mmangle section and 20mm plain M.S. bars with hand rails of 20mm medium class G.I. pipes, one aluminum ladder inside the tank from top dome to bottom dome, R.C.C. railling 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, proper ventilator at top dome in circular shape of 1.5m dia, Ultra Sonic Water Level Indicator fabricated with sensor connecting to automation, lightening conductor as per I.S.S. 2309 or its latest amendments of latest electricity rules, consisting of proper elecation 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 appropriate size with D.I.D/F specials conforming to IS 8329/2000 as vertical pipes for all required no ofinlet (200mm OR as designed),all required no ofoutlet (250mm or as designed for each DMA), overflow and washout as per latest/relevant I.S. specification with all jointing materials for proper completion of work along with Sluice valveswith actuator,construction of bed blocks in 1:2:4 PCC with cement, coarse sand and approved stone grit, construction of washout/ overflow chamber and chambers for sluice / butter fly valves as per departmental type design and drawings, supply of 300mm dia HDPE pipe PN-10) as per I.S.-4985/2000 for disposal of water from overflow and washout chamber to suitable point outside the water works compound, water container internal parts 3 coats food grade eppoxy painting, painting of all concrete surface and steel pipe works with three coats weather resist painting. |
| 39 | For Zone-1 (550 KL/18 m stagging) |
| 40 | For Zone-2 (250 KL/20 m stagging) |
| 41 | For Zone-3 (400 KL/16 m stagging) |
| 42 | Construction of Common CWR 100 KL under Zone-2 for Water Demand of Zone-2 & 3 -Survey, Investigation, Soil Testing( up to 30m depth), Planning,Drawing/ Designing, Vetting ofdrawing/ design from IIT/ NIT/REPUTED ENGINEERING COLLEGE,Construction, Commissioning of CWR of 100 KL. The Concrete in a minimum grade of M-30 and steel to be used as per IS code and approved by Employer. Seismic effects and wind load with earthquake resistance should be taken into account in the design. CWRshould be provided with a ventilator, manhole of adequate size. An aluminium ladder minimum of 0.45 m wide in manhole should be provided. Ultrasonic water level indicator should be provided along with lighting conductor as per IS 2309. PCC of M-10 grade to be used in bed blocks. Inlet, Outlet, washout and Overflow arrangement with the supply & installation of pressure pipe of the suitable dia, for taking overflow water to a suitable low lying area. Painting of all steel and concrete pipes with 3 coats of approved cement plaster. internally side food grade epoxy painting ( 3 coat), outer side weather coat painting (3 coat)and anticorrosive paint including all labour, material, T & P etc., all required for proper completion of works as per the direction of the Engineer. |
| 43 | PUMP HOUSE -Survey, Investigation, Planning ,Drawing, Designing, Vetting of drwaing/ disign from IIT/ NIT/ Reputed engineering college,redesign, Construction, Commissioning of RCC frame stucturePump houes Cum PLC Room of required size to accommodate required nos of pumps.For the construction of Pump House above CWR, minimum 6 m height is to be kept with suitable arrangements to install and dismantle VT/HSC pumps and installation of Fire Extinguishers, Power wiring & earthling system, rubber resistance sheets, spares for motors & switchgear, internal & external electrifications and adequate LED lighting, brickwork 1:4 (one cement and four sand), plasterwork 1:4 (one cement and four sand). Steel and cement to be used as per approved by Engineer-in charge / IS code. Reinforced Cement Concrete minimum M-20 to be used including fixing of doors, windows, shutters, glass panels with gantry girder arrangement with supply and fixing of suitable sizes of steel girder including acrylic painting two coat over one priming coat using approved Colour and shade and putty with primer three coat of ceiling of pump house and painting over new ironwork with one coat of primer and two coat of approved paint including cost of all arrangement of staircase, balcony with medium G.I pipe 20 mm size three row railing, shuttering, scaffolding and water with supply of all materials, labours T&P etc. required for proper completion of works as per direction of the Engineer. |
| 44 | Construction of electric power sub-station room- Survey, Investigation, Soil Testing, Planning, Designing,vetting of IIT/ NIT/ REPUTED ENGINEERING COLLEGE, redesign, Construction of electric power sub-station room (8.00m X 5.00m X 4.00m) of required size. Construction of RCC frame structure room including excavation of soil i.e. Kankar mixed morrom/soft/hard rock, PCC for bedding in lean concrete of minimum grade of M-15, R.C.C. in grade M-25 or above in footing, foundation, plinth beam, column, lintel beam, chajja, roof slab, brick work in CM 1:4 (1 cement & 4 sand) in walling, Internal plaster12 mm thick for walls & celling in CM 1:4 (1 cement & 4 Sand),External plaster 20mm thick in CM 1:4 (1 cement & 4 sand),providing laying hand cut polished kota stone flooring 25 mmto 30 mm thick on bed of CM 1:4 (1 cement & 4 sand) including cement float, filling jointing with neat cement slurry, curing polishing and cleaning, providing cable duct of required size, including fixing of rolling shutter, aluminium windows & ventilator with glass panels as per specifications, providing and applying white washing in two coat to new plaster surface, internal two coat snowcem painting including priming coat, external painting with apex ultima/equivalent paint including priming, painting over new iron work with one coat of primer and two coat oil paint of approved make including cost of all arrangement of shuttering, scaffolding including all materials, labours T&P etc. for proper completion of works as per direction of the Engineer. |
| 45 | Survey, Investigation, Soil Testing, Planning, Designing,vetting of IIT/ NIT/ REPUTED ENGINEERING COLLEGE, redesign,Construction of LCS Room (RCC FRAMED STRUCTURE)size of 4m x 4m x 4m including Supply all materials, labours T&P etc. all complete work including Excavation, PCC(M-15), RCC(M-25), Brick work(1:4), plaster(1:3), painting, door window, collapsible steel shutters, electric wayring etc. all complete work. Cement and steel should be as per approved by the Employer/IS code. Collapsible MS steel doors and aluminium windows to be provided including of three-coat whitewashing, internal two coat putty with acrylic painting, external painting with apex ultima/equivalent paint, all steelwork must be painted with red oxide paint and two coat of anticorrosive paint etc. and internal and external electrification with adequate LED lights for the compound. |
| 46 | Distribution System:-Survey, Investigation, Planning,REQUIRED ALL DATA COLLECTION ,DRAWING/ Designing as per DMA BASED 12M MINMIUM TERMINAL HEAD ,vetting of IIT/ NIT/ REPUTED ENGINEERING COLLEGE, redesign, and Supply of the following D.I. pipes (k-7) with required all specials conforming to I.S -8329/2000 or its latest amendment(s). & CPHEEO MANUALS latest amendments Including loading unloading upto store F.O.R. destinations rate per metre in Rs., anywhere in U.P. including cost of one Rubber Gasket per pipe length & iniclusive of all Taxes & Duties, Third Party Inspection Charges along with departmental person, Packing & Forwarding Charges, Transit Insurance Charges, Road Transportation Charges etc. with loading, unloading and Carting up to store, also including specials & hydraulic testing as per CPHEEO MANUALS LATEST AMENDMENTS for these pipes all complete as per instructions of Engineer ‐in ‐ charge. |
| 47 | 100 mm dia. |
| 48 | 125 mm dia. |
| 49 | 150 mm dia. |
| 50 | 200 mm dia. |
| 51 | 250 mm dia. |
| 52 | 300 mm dia. |
| 53 | Earth work in ordinary soil, In Moorum /Kankar / Shingle, In Soft/Medium rock(incl. stacking & disposal). Etc. loam, clay or sand with lift upto 1.50M and lead upto 200m, filling watering and ramming of excavated earth into the trenches and disposal of surplus earth upto 8KM . |
| 54 | In Ordinary Soil |
| 55 | In Moorum /Kankar / Shingle etc & incl. replace of ordinarysoil. |
| 56 | In Soft/Medium rock.& incl. replace of ordinarysoil. |
| 57 | Carting of site of work, laying and jointing of DI pipes in trenches including lowering, testing and supply of all jointing materials etc. complete. |
| 58 | DI pipe Class K-7 (IS-8329/2000) |
| 59 | 100 mm dia. |
| 60 | 125 mm dia. |
| 61 | 150 mm dia. |
| 62 | 200 mm dia. |
| 63 | 250 mm dia. |
| 64 | 300 mm dia. |
| 65 | Supply of following types of fittings including railway freight, cartage from store to site of work, all taxes and duties etc. complete. CI D/F Sluice Valves, Scour Valve Class-I as per IS 780 (1969)&CPHEEO MANUALS LATEST AMENDMENTS suitable for a working pressure of 10 Kg / Sq.Cm. ( without galondori) |
| 66 | 100mm dia. |
| 67 | 125mm dia. |
| 68 | 150 mm dia. |
| 69 | 200 mm dia. |
| 70 | 250 mm dia. |
| 71 | 300 mm dia. |
| 72 | Scour Valve 100mm dia |
| 73 | Fire Hydrant 80mm Dia |
| 74 | Air Valve 25mm Dia |
| 75 | Carting of following sluice valves store to site of work, lowering, fixing and jointing of following fitting in trenches : |
| 76 | 100 mm dia. |
| 77 | 125 mm dia. |
| 78 | 150 mm dia. |
| 79 | 200 mm dia. |
| 80 | 250 mm dia. |
| 81 | 300 mm dia. |
| 82 | Scour Valve 100mm dia |
| 83 | Fire Hydrant 80mm Dia |
| 84 | Air Valve 25mm Dia |
| 85 | Supply of all types of materials and construct following chambers as per type design with supply of all labour, T&P etc. completed. |
| 86 | S.V. Chamber (Surface Box Type) |
| 87 | S.V. Chamber (Masonary Type) |
| 88 | Air Valve Chamber |
| 89 | Fire Hydrant Chamber |
| 90 | Dismantling of following type of road surface including stacking of serviciable material and disposal of unsericeable material within the limit of npp upto 8km distance including supply of all labour T&P etc. required for proper completion ofthe work as per instructions of Engineer ‐in ‐charge. |
| 91 | Bituminous Road |
| 92 | C.C. Road |
| 93 | BOE Road |
| 94 | Interlocking Road |
| 95 | Re-instatement of following type of road surface of PWD/ UPJN specifications including supply of all materials, labour, T&P etc. required for proper completion of the work as per instructions of Engineer ‐in ‐charge. |
| 96 | Bituminous surface (20cm sand, 20cm GSB, 20cm WMM, 5 cm to 8 cm DBM, 3cm to 4 cm B.C.) payment made upto WMM- 50%, DBM- 30% and BC with testing in NABL aprooved lab/PWD- 20% |
| 97 | C.C. Road in M25 grade, minimum thickness 15cm on 15cm sand & 20cm GSB filling base. |
| 98 | B.O.E. surface (50% new 1st class brick on 10cm thick sand base) |
| 99 | Interlocking Road (50% new Interlocking bricks M-30 grade, 80 mm thick on 10cm sand & 10cm GSB filling base) |
| 100 | Providing and laying of GSB for reinstatement of earthen road (Shoulder) including dressing, watering, ramming etc. complete. As per MORTH standard |
| 101 | Provision for crossing of square drain including all material, labour & T&P etc. complete. Up to 4 mtr span up to 200mm dia. Pipe |
| 102 | Provision for NALLA/CULVERT CROSSING UP TO300MM DIA PIPE CROSSING 5M including all material,for casing etc. all complete work. With concereting casing M20 grade using |
| 103 | Provision for NALLA/CULVERT CROSSING UP TO300MM DIA PIPE CROSSING 7M ncluding all material. all complete work. WithWith concereting casing M20 grade using |
| 104 | THRUST BLOCK |
| 105 | Supply of all materials,labour, and T & P etc. and construct R.C.C.(M-25 grade) thrust blocks. Including mild steel works(1%) all complete as per design for following size and instructions of Engineer ‐in ‐ charge. |
| 106 | 100mm ( Size 0.55m x 0.55m x 0.55m) |
| 107 | 125mm ( Size 0.60m x 0.60m x 0.60m) |
| 108 | 150mm( Size 0.70m x 0.70m x 0.70m) |
| 109 | 200mm ( Size 0.85m x 0.85m x 0.85m) |
| 110 | 250mm( Size 1.00m x 1.00m x 1.00m) |
| 111 | 300mm( Size 1.15m x 1.15m x 1.15m) |
| 112 | Provision for Crossing and laying of pipe line( up to 60 MTR)of both side at State/National Highwayand payment to state/NHAI Authority for permission of National Highway crossing:-Surveysite Investigation Planning , design Drawings,VETTING OF IIT/NIT/ REPUTED ENGINEERING COLLEGE, excavation, dismentaling, road restoration & other all utility restoration( as per required) as per NATIONAL HIGHWAY standard as per MORTH Road manual and vetting / checked from State Road/ NH DIV. PWD/NHAI/UPSHA/ PWD/ Divisional Office and taking NOC CHARGES.(incl. noc fees, licence fees, security amount) for trenchless crossing of National highway road , Road forrequired dia Rising main pipe / Distribution pipe with casing pipe as required for proper completion of work also including security money deposited to State Road department and Execution of all work in the present of State Road staff / Engineers including of supply of required dia MS carrier pipe and required size of MS casing pipe as per drawing and as per (IS:3589 & made from confining to IS:2062) with 750 Micron th.food grade coating internally and 750 MM TH. MICRONE anti corrosive bituminous paint externally by trenchless technology method at an average depth 3.60 mtr from normal ground level up to top of casing pipe including excavation & sandfilling of Pit, Dewatering arrangement, Supporting system for soil,also including supply and fixing of 2 no Sluice valve ISI Mark, construction of sluice valve chamber etc. all complete work including supply & fixing specials in carrier pipe over main pipe, as per specification given in the bid documents including supply of all materials, labour T&P etc. for proper completion of work as per instruction of Engineer. and concerned department. (CASING- 600MM (id)MS PIPE 12 MM THICK & CARRIER PIPE- AS PER REQUIRED DESIGN) INCL.3M C/C SPACER |
| 113 | Provision for Railway Crossing:- Surveysite Investigation, Planning , Vetting ofIIT/NIT/ OTHER REPUTED ENGINEERING COLLEGE ,design Drawings as perRailwayDivisional Office and taking NOC from RBCS PORTAL with processing fee for NOC & onother all fees/ charges &for trenchless crossing of Railway track(crossing length up to 45M), required diaDISTRIBUTION main pipe with casing pipe ( 600 MM DIA (ID) MS PIPE TH. 12MM)as required for proper completion of work also including security money deposited to Railway department and Execution of all work in the present of Railway staff / Engineers including of supply of required dia MS carrier pipe and required size of MS casing pipe as per drawing and as per (IS:3589 & made from confining to IS:2062) withmin 750 microneth. foodgrade epoxycoating internally& anti corrosive bituminous paint externally by trenchless technology method at an average depth 5.00 mtr from normal ground level up to top of casing pipe including excavation &sand filling & restoration of Pit, Dewatering arrangement, Supporting system for soil,also including supply and fixing of 2 no Sluice valve ISI Mark, construction of sluice valve chamber with frame cover etc. all complete work including supply & fixing specials in carrier pipe over main pipe, as per specification given in the bid documents including supply of all materials, labour T&P etc. for proper completion of work as per instruction of Engineer.all works excutionas per guidlines of ministry of RAILWAY (CASING- 600MM (id)MS PIPE 12 MM THICK & CARRIER PIPE- AS PER REQUIRED DESIGN) INCL.3M C/C SPACER |
| 114 | Shifting of Utility as a water supply pipe line/Connection, sewer line/Connection, drainage pipe,Telephone line/pole, Electric pole/ cable, treecutting etc. all complete work including all material, Labour, T&P etc for whole project. (all overhead / underground utility) |
| 115 | Making House Connection should be done from distribution pipe line to outer wall of house or 2.0 m inside the boundary wall with provision of tap including supply of 7.0 m HDPE Pipe(is code 4984 with latest amendments) 20mm dia, PN- 12.5, PE-100, SDR-11 (0.6m depth below ground level), and 4.0m 15mm dia (ID) G.I. Pipe, Class-B and keeping the G.I. pipe atleast 1.0m in height above the G.L. as per department type design and Drowing including supply of specials, saddle, clamps etc. of suitable size, ISI mark 6mm BRASS FERRULE conforming to latest/relevant I.S. 2692/1989 or their latest amendments, BRASS Tap, all Materials, labours, T&P etc. complete, Dismentelling of all type of road surface, breaking of all type of floor, wall, and disposal of unserviceable materials up to 8km. Excavation pit/trench, cutting of pipe, Bailing out of water, carting and lowering them unto the already prepared trenches, fixing in position and jointing them with pipelines and testing etc, Grounting by CC 150mm x 150mm x 150mm size in M20, Restoration of pit, trench/Road(as site condition NON PAVED, BOE, CC, INTERLOCKING BRICKS, Bituminous road, RAMP, DRAIN, WALL, FLOOR etc.) as per PWD/UPJN SPECIFICATION and 3 nos GPS location colour photographs submitted after complition of work. Also including GIS Based Survey to collect all required data in projected area Nagar Panchayat Dala Bazar for proper complition of work as per drawing and. As per Instruction of Engineer in charge as per drawing. Payment make after completion ofwork up to household50%, RETORATION & GROUTTING-30% and 20%submitted of photographsafter Testing and Commisioning & handover to NP DALA BAZAR of all remaining work. |
| 116 | New Connections with New pipe line. |
| 117 | Provide all materials, labour T&P etc. and construct following single Room/Two Room staff quarter with bathroom, latrine& kitchen as per departmental specification and drawing Including excavation in foundation, PCC(M-15), Brick Work (1:6), 20mm thick DPC, RCC(M-20), 12mm thick plaster(1:4), Floringwith tiles, Painting, Wiring / water supply & sanitary etc complete work. ( RCCFRAME STRUCTURE 3.6 M HEIGHTWTH PLINTH NOT LESS THAN 0.6 M) |
| 118 | Two Room Staff Quarter |
| 119 | One Room Staff Quarter |
| 120 | Constrution of Boundary Wall Construction of 1.5 m high and 115mm thick boundary wall(Intakewell Campus, Zone-1 , Zone-2, Zone-3 & Commen CWR Campus) with 230 mmx230 mm thick pillar made in RCC in 1:1.5:3 the spacing between two pillar should not be more than 2.0 m c/c and the depth of foundation should not be less than 0.60m below N.G.L. and plinth height should be kept 0.45m above N.G.L., Brick Work in 1:4 and 12mm thick plaster with cement and coarse sand in the ratio of 1:4, painting with weatherproof approved paint, at the site of water works as per departmental type design and drawing, as per specifications given in the bid document and pwd/upjn, including supply of all materials, labour T&P etc.for proper completion of the all work as per instructions of Engineer ‐in ‐ charge. |
| 121 | Supply and fixing of 3.6 m x 1.30 m MS gate including fabrication and supply of steel and construction ofRCC pillars of size 1.5m x 0.23m x 0.23m in M25 grade with ornamental brick work 115mm thick around RCC pillers with elctrification and lighting arrangement, brick work in foundation 1:4 cement & fine sand upto plingth, as per departmental type design and drawing and as per specifications of pwd/upjn and laid down in the bid document, including supply of all material,labour,T&P etc.required for proper completion of the work as per instructions of Engineer‐in‐charge. |
| 122 | MS Gate(size 3.60 m X 1.30 m) minimum weight 1.60 Qtl |
| 123 | MS Wicket gate (size 1.20 m X 1.30 m) minimum weight0.50 Qtl |
| 124 | Filling of earth at lower portion including leveling and dressing at water works. With proper compaction. |
| 125 | Provision for arboriculture/ greeneries/ plantation for development of water works ( REQUIREDall nonusing area) with pipe sprinkling arrengments. For ZONAL WATER WORKS |
| 126 | Construction of Cement ConcreteUSING 20 CM TH. M25 grade using concrete type & 30 cm GSB BASEapproach road including supply of all materials, labour, tools and plants etc. complete. |
| 127 | Supply and Construction ofroof top rain water & ground waterharvesting system includingallrequired materials, labour, tools and plants etc. complete. ( boring depth 2nd layer) |
| 128 | E&M Work |
| 129 | PUMPING PLANT AT INTAKE WELLSupply of vertical turbine forced clear water/oil lubricated raw water pump set along with V.H.S. squairal cage induction motor with shaft,35.0 metercolumn pipe,(tentative). it will be decided as per site required, thrust bearing,motor stool foundation boltetc.suitable to operate 415 volt, 3 phase, 50Hz, AC Supply (2 W+ 1 S).(LPM - 1575 ,Head-60 M) (Both tantative) |
| 130 | CE/UL certified PLC/RTU with redudant CPU and power supply in IP 54 enclosure suitable to communicate with GSM based modem unit with redudant CPU and power supply with analog /digital parameter and features as specified for each zps/oht to store and trasmitt data on GSM backbone , RTU/PLC designed with logic to transfer data at multiple statins as specified in tender document |
| 131 | GSM/GPRS based wireless communication system forRTU capable to transfer and gather data from remote sites to control stations. All accessories included with signal enhancer, antennanetc. |
| 132 | Control panel with IP 54 protection, industrial grade fo rall equipment separate fo rcontrol (24v) and power equipment. |
| 133 | Intelegent Energy meter with memory RTC and 2 serial parts integrated with RTU |
| 134 | Motor operated sluice valve with actuator complete in all respect |
| 135 | Electric motor operated sluice valve 150mm dia along with actuator for delivery pipe of pump. |
| 136 | Electric motor operated sluice valve 200mm dia along with actuator for common header. |
| 137 | Actuator panel having control of 3 no. actuator with sluice valve 100mm dia. |
| 138 | Actuator panel having control of 1 no. actuator with sluice valve 150mm dia. For commen header |
| 139 | Auto phase reversal unit/ automatic transformer suitable with inbuilt time delay & enclose of 100 Amp rating |
| 140 | Rador type level sensor for intake welllevel measurement with RTU communication. |
| 141 | Pressure Transmitter along with manual pressure gauge |
| 142 | Isolation transformer & surge arrestor. |
| 143 | CE/UL certifiedd 7 inch HMI touch screen suitable to communication with PLC/RTU for local display and control. |
| 144 | Control cabling for intake well including all power and control cable for all equipment (1.5sq mm, 10cx1sq mm, 2cx1sq mm other required items for pump set. |
| 145 | Security serveilliance camera IP with recorder |
| 146 | ELECTRO MAGNETIC FLOW METER |
| 147 | Provision of Electro magnetic flow meter suitable to measure the water discharge and to be fitted in common header of 200mm dia. |
| 148 | FLOW SENSOR |
| 149 | Type - Pulsed DC |
| 150 | End connection- Flanged of Carbon steel |
| 151 | Flange rating - PN 16 size 200 mm. |
| 152 | Electrode - SS 316 |
| 153 | Lining Material - Hard rubber |
| 154 | Protection category - IP 68 |
| 155 | Measuring Accuracy- + 5% of measured |
| 156 | Valve inclusive of linearity repeatability pressure effect and Hystrusues between 1 to 3 meter per second. |
| 157 | Sensor Housing - SS 304 with fully welded construction |
| 158 | Connection/ Junction Box - SS 304 |
| 159 | Earthing only grounding rings required |
| 160 | FLOW TANSMITTER CONVERTOR |
| 161 | Type - Micro processor based modular desing |
| 162 | Display - 3 line back lit LDC for indication of actual flow rate forward reverse sum totolizer. |
| 163 | Protection category - IP 65 |
| 164 | Enclosure - DI - Cast Aluminium with poly urethan with glass window. |
| 165 | Programming- Through three key pad as front facia. |
| 166 | Power Supply - 230 volt 50 HZ AC |
| 167 | Cable Gland - ½ NPT |
| 168 | Mounting - Wall mounted |
| 169 | Maximum Sepration - Upto 300 m between sensor and transmeter without any signal boosters. |
| 170 | Terminals - shock-Hazard-protected push lock terminal. |
| 171 | Error Indetification : 0.3, 6/22 MA |
| 172 | Flow Indicator Totalizer - 3½ digit IED display with 6 digit electro mechanical Totalizer. |
| 173 | MAIN PIPING & VALVES INCLUDING COMMON HEADER :- |
| 174 | Size of Delivery of pump 150mm dia length as per site requirement |
| 175 | Size of Common header of 200mm dia. length as per site requirement |
| 176 | Supply of following |
| 177 | CI D/F Reflux Valve 150 mm dia-3 Nos. |
| 178 | CI D/F Tee 200x200x150 mm dia. -3 Nos. |
| 179 | D/F distance piece 150 mm dia. 1.00 m. long - as required |
| 180 | D/F distance piece 200 mm dia. 1.50 m. long -as required |
| 181 | D/F distance piece 200 mm dia. 3.00 m. long - as required |
| 182 | Dismantling joint 150 mm dia. - 3Nos. |
| 183 | Dismantling joint 200 mm dia for common header- 1 No. |
| 184 | Nut-bolts, rubber packing (as required) |
| 185 | Any other Item required for proper installation of above pumps.- 1 Job. |
| 186 | POWER WIRING CABLE FOR INCOMING PANEL & PUMPS :- |
| 187 | Supplyof 1100 volt grade 120mm2 x 3½ core P.V.C. Armoured Alluminium conductor cable from outgoing of transformer to L.T. incoming Panel andfor power wring of pumping plant. |
| 188 | HOT crane |
| 189 | Provision of H.O.T. crane of 5 Ton capacity along with gantry girder and chainpully block and geared trolly suitable for 8 meter dai and 12 meter clear lift complete in all respect for circular pump house, suitable fortravelling length. |
| 190 | POWER WIRING : |
| 191 | Supplyand laying of 1100 volt grade 25mm2 x 3½ core /suitable size P.V.C. Armoured Alluminium conductor cable from outgoing of transformer to L.T. incoming Panel andfor power wring of pumping plant and also for power wiring of Pump set. |
| 192 | EARTHING : |
| 193 | Provision for double plate earthing for4 nos. of electric motors, starters, panels etc. excavation of earthing pit of required size supply and burrying of 600 mm x600 mm size 3mm thick copper earth plate vertically errected for earthing with its top at least 3 meter from ground level completed with 32 mm G.1. perforated pipes and funnel for watering, laying and fetting of earthing strip, CI boxes hinged cover masonary, laying alternate layers of characoal / coak and salt at least 150 mm thick each layer complete in all respect. |
| 194 | PAINTING |
| 195 | Provision for painting of all the pumps set, main piping and valves, panels etc. installed in the pump house with three coats by enamel paint. |
| 196 | INSTALLATION OF \" SCADA |
| 197 | Installation of SCADA system, to controle the 3 set of pumping plant including testing and commissioning etc. |
| 198 | INSTALLATION AND COMMISSIONING |
| 199 | Installation of all 3 no.pumping plants along with L.T. panels distributionboards, switch gear control panels, starter etc laying & jointing of column pipes, delivery pipes, common header also commissiong of pumping plant. |
| 200 | Electrification for pump house and premises. |
| 201 | Electrification of pump house and campus with copper conductor wire concealed with the all material labour etc. |
| 202 | Fire Extinguisher capacity 4.5 Kg CO2 |
| 203 | 12.5 mm thick electric resistance rubber sheet as per BIS for LT Panels |
| 204 | Supply and fixing of exhaust fans of 18\" size 1450rpm of GEC/equivalent make complete in all respect. |
| 205 | Servo Voltage Stabilizer suitable capacity |
| 206 | PUMPING PLANT AT INTAKE WELLSupply of Desilting pump set,nut bolt ,rubber packing etc. LPM - 250, Head - 40 |
| 207 | Supply of stater panel suitable for abbove pump set |
| 208 | supply of 1100 volt grade copper submersible cable 3x16mm |
| 209 | MS column pipe 100mm Dai. |
| 210 | CI/DF Sluice valve 100mm Dai |
| 211 | CI/DF Reflex valve 100mm dai |
| 212 | CI/DF Bend 100 mm dai |
| 213 | SS guide pipe of 40mm dai. |
| 214 | Dismentaling joint 100 mm |
| 215 | Pressure gauge with stop cock. |
| 216 | Installation ,testing and commissioning of pumping plant. |
| 217 | PUMPING PLANT AT WTP C.W.R.to OHT zone 1 Supply of submersible pump set forclear water pump setto operateAC Supply 415 volt, 3 phase, 50Hz for pumping from WTP C.W.R.to OHT zone 1 (1W+1S). LPM - 1350, Head 50M (Both tentative) |
| 218 | SITC of SWITCH GEAR WITH AUTO MATION OF PUMPING PLANT Fully Automatic Air break manually ON/OFF/ Automatic ON/OFF soft starter of suitable capacity with G.S.M. based facility comprising of required electrical accessories complete in all respect- |
| 219 | CE/UL certified PLC/RTU with redudant CPU and power supply in IP 54 enclosure suitable to communicate with GSM based modem unit with redudant CPU and power supply with analog /digital parameter and features as specified for each zps/oht to store and trasmitt data on GSM backbone , RTU/PLC designed with logic to transfer data at multiple statins as specified in tender document |
| 220 | GSM/GPRS based wireless communication system for i RTU capable to transfer and gather data from remote sites to control stations. All accessories included with signal enhancer, antennan make for abbove ITRU. |
| 221 | Control panel with IP 54 protection, industrial grade fo rall equipment separate fo rcontrol (24v) and power equipment. |
| 222 | Intelegent Energy meter with memory RTC and 2 serial parts integrated with RTU |
| 223 | Motor operated sluice valve with actuator complete in all respect- |
| 224 | Electric motor operated sluice valve 150mmdia along with actuator for delivery pipe of pump. |
| 225 | Electric motor operated sluice valve 200mm dia along with actuator for common header. |
| 226 | Actuator panel having control of 1 no. actuator with sluice valve 100mm dia. |
| 227 | Actuator panel having control of 1 no. actuator with sluice valve 150mm dia. For commen header |
| 228 | Auto phase reversal unit/ automatic transformer suitable with inbuilt time delay & enclose of 100 Amp rating |
| 229 | Rador type level sensor for level measurement with RTU communication. |
| 230 | Pressure Transmitter along with manual pressure gauge |
| 231 | CE/UL certifiedd 7 inch HMI touch screen suitable to communication with PLC/RTU for local display and control. |
| 232 | Security serveilliance camera IP with recorder |
| 233 | CE/UL certifiedd rudder type lelvel transmitter for OHT |
| 234 | Isolation transformer & surge arrestor. |
| 235 | Control cabling for intake well including all power and control cable for all equipment (1.5sq mm, 10cx1sq mm, 2cx1sq mm other required items for pump set. |
| 236 | ELECTRO MAGNETIC FLOW METER |
| 237 | Provision of Electro magnetic flow meter suitable to measure the water discharge and to be fetted in common header of 200mm dia having following specification |
| 238 | FLOW SENSOR |
| 239 | Type - Pulsed DC |
| 240 | End connection- Flanged of Carbon steel |
| 241 | Flange rating - PN 16 size 150 mm. |
| 242 | Electrode - SS 316 |
| 243 | Lining Material - Hard rubber |
| 244 | Protection category - IP 68 |
| 245 | Measuring Accuracy- + 5% of measured |
| 246 | Sensor Housing - SS 304 with fully welded construction |
| 247 | Connection/ Junction Box - SS 304 |
| 248 | Earthing only grounding rings required |
| 249 | FLOW TANSMITTER CONVERTOR |
| 250 | Type - Micro processor based modular desing |
| 251 | Display - 3 line back lit LDC for indication of actual flow rate forward reverse sum totolizer. |
| 252 | Protection category - IP 65 |
| 253 | Enclosure - DI - Cast Aluminium with poly urethan with glass window. |
| 254 | Programming- Through three key pad as front facia. |
| 255 | Power Supply - 230 volt 50 HZ AC |
| 256 | Cable Gland - ½ NPT |
| 257 | Mounting - Wall mounted |
| 258 | Maximum Sepration - Upto 300 m between sensor and transmeter without any signal boosters. |
| 259 | Terminals - shock-Hazard-protected push lock terminal. |
| 260 | Error Indetification : 0.3, 6/22 MA |
| 261 | Flow Indicator Totalizer - 3½ digit IED display with 6 digit electro mechanical Totalizer. |
| 262 | MAIN PIPING & VALVES INCLUDING COMMON HEADER :- |
| 263 | Size of Delivery of pump 100mm dia Length as per site requirement. |
| 264 | Size of Common header of 150mm dia. Lengh as per site requirement |
| 265 | Supply of following |
| 266 | CI D/F Reflux Valve 100 mm dia- 2 Nos. |
| 267 | CI D/F Tee 150x150x100 mm dia. - 2 Nos. |
| 268 | D/F distance piece 100 mm dia. 1.00 m. long - 2 Nos. |
| 269 | D/F distance piece 150 mm dia. 1.50 m. long - 2 Nos. |
| 270 | D/F distance piece 150 mm dia. 3.00 m. long - 2 Nos. |
| 271 | Dismantling joint 100 mm dia. - 2 Nos. |
| 272 | Dismantling joint 150 mm dia for common header- 1 No. |
| 273 | Nut-bolts, rubber packing (as required) |
| 274 | Any other Item required for proper installation of above pumps.- 1 Job. |
| 275 | POWER WIRING CABLE FOR INCOMING PANEL & PUMPS :- |
| 276 | Supplyof 1100 volt grade 35mm2 x 3½ core P.V.C. Armoured Alluminium conductor cable from outgoing of transformer to L.T. incoming Panel andfor power wring of pumping plant. |
| 277 | POWER WIRING : |
| 278 | Supplyand laying of 1100 volt grade 25mm2 x 3½ core /suitable size P.V.C. Armoured Alluminium conductor cable from outgoing of transformer to L.T. incoming Panel andfor power wring of pumping plant and also for power wiring of Pump set. |
| 279 | EARTHING : |
| 280 | Provision for double plate earthing for 2 nos. of electric motors, starters, panels etc. excavation of earthing pit of required size supply and burrying of 600 mm x600 mm size 3mm thick copper earth plate vertically errected for earthing with its top at least 3 meter from ground level completed with 32 mm G.1. perforated pipes and funnel for watering, laying and fetting of earthing strip, CI boxes hinged cover masonary, laying alternate layers of characoal / coak and salt at least 150 mm thick each layer complete in all respect. |
| 281 | PAINTING |
| 282 | Provision for painting of all the pumps set, main piping and valves, panels etc. installed in the pump house with three coats by enamel paint. |
| 283 | INSTALLATION OF \" SCADA\" |
| 284 | Installation of SCADA system, to controle the 2 set of pumping plant including testing and commissioning etc. |
| 285 | INSTALLATION AND COMMISSIONING |
| 286 | Installation of all 2 pumping plants along with L.T. panels distributionboards, switch gear control panels, starter etc laying & jointing of column pipes, delivery pipes, common header also commissiong of pumping plant. |
| 287 | Servo vatage stabilizer of suitable Capacity |
| 288 | PUMPING PLANT AT WTPC.W.R. to CWR zone-2Supply of Horizontal submersible pump set forclear water pump setto operate AC Supply 415 volt, 3 phase, 50Hz pumping AtWTPC.W.R. to CWR zone-2(1W+1S)LPM - 1550, Head - 45 M (Both tentative) |
| 289 | SWITCH GEAR WITH AUTO MATION OF PUMPING PLANT |
| 290 | SITC of Fully Automatic Air break star delta/manually ON/OFF / Automatic ON/OFF soft starter of required capacity with G.S.M. based facility comprising of following electrical accessories complete in all respect- |
| 291 | Contractors of suitable ratings. |
| 292 | TOR of suitable ratings. |
| 293 | P.B Switches |
| 294 | Dual Amp & Voltmeter. |
| 295 | Amp meter selector Switch |
| 296 | Toggle Switches |
| 297 | Indicating Lamps phase failure. |
| 298 | Phase reversal relay |
| 299 | Single Phase Preventer. |
| 300 | Capacitor of suitable ratings |
| 301 | GSM with water level indicator |
| 302 | SCADA compatible panel for star delta/manually ON/OFF/Automatic ON/OFF starter at requ |
| 303 | Motor operated sluice valve with actuator complete in all respect- |
| 304 | Electric motor operated sluice valve 150 mm dia along with actuator for delivery pipe of pump. |
| 305 | Electric motor operated sluice valve 200 mm dia along with actuator for common header. |
| 306 | Actuator panel having control of 2 no. actuator with sluice valve 150mm dia. |
| 307 | Actuator panel having control of 1 no. actuator with sluice valve 200mm dia. For commen header |
| 308 | Pressure Transmitter with manual pressure gauge. |
| 309 | Control cabling for scadaincluding all power and control cable for all equipment (1.5sq mm, 10cx1sq mm, 2cx1sq mm other required items for pump set. |
| 310 | ELECTRO MAGNETIC FLOW METER |
| 311 | Provision of Electro magnetic flow meter suitable to measure the water discharge and to be fetted in common header of 200 mm dia. having following specification |
| 312 | FLOW SENSOR |
| 313 | Type - Pulsed DC |
| 314 | End connection- Flanged of Carbon steel |
| 315 | Flange rating - PN 16 size 150 mm. |
| 316 | Electrode - SS 316 |
| 317 | Lining Material - Hard rubber |
| 318 | Protection category - IP 68 |
| 319 | Measuring Accuracy- + 5% of measured |
| 320 | Valve inclusive of linearity repeatability pressure effect and Hystrusues between 1 to 3 meter per second. |
| 321 | Sensor Housing - SS 304 with fully welded construction |
| 322 | Connection/ Junction Box - SS 304 |
| 323 | Earthing only grounding rings required |
| 324 | FLOW TANSMITTER CONVERTOR |
| 325 | Type - Micro processor based modular desing |
| 326 | Display - 3 line back lit LDC for indication of actual flow rate forward reverse sum totolizer. |
| 327 | Protection category - IP 65 |
| 328 | Enclosure - DI - Cast Aluminium with poly urethan with glass window. |
| 329 | Programming- Through three key pad as front facia. |
| 330 | Power Supply - 230 volt 50 HZ AC |
| 331 | Cable Gland - ½ NPT |
| 332 | Mounting - Wall mounted |
| 333 | Maximum Sepration - Upto 300 m between sensor and transmeter without any signal boosters. |
| 334 | Terminals - shock-Hazard-protected push lock terminal. |
| 335 | Error Indetification : 0.3, 6/22 MA |
| 336 | Flow Indicator Totalizer - 3½ digit IED display with 6 digit electro mechanical Totalizer. |
| 337 | MAIN PIPING & VALVES INCLUDING COMMON HEADER :- |
| 338 | Size of Delivery of pump 150mm dia length 6.0 Mtr / as per site requirement |
| 339 | Size of Common header of 200mm dia. Length 6.0 mtr/ as per site requirement |
| 340 | Supply of following |
| 341 | CI D/F Reflux Valve 150 mm diaas required |
| 342 | CI D/F Tee 200x200x150 mm dia. as required |
| 343 | D/F distance piece 150 mm dia. 1.00 m. longas required |
| 344 | D/F distance piece 200 mm dia. 1.50 m. long as required |
| 345 | D/F distance piece 200 mm dia. 3.00 m. long as required |
| 346 | Dismantling joint 150 mm dia.as required |
| 347 | Dismantling joint 200 mm dia for common header- 1 No.Reflex valve 200mm dia as required. |
| 348 | Nut-bolts, Bend ,rubber packing (as required) |
| 349 | Any other Item required for proper installation of above pumps.- 1 Job. |
| 350 | POWER WIRING CABLE FOR INCOMING PANEL & PUMPS :- |
| 351 | Supplyof 1100 volt grade 50.mm2 x 3½ core/ suitable sizeP.V.C. Armoured Alluminium conductor cable from outgoing of transformer to L.T. incoming Panel andfor power wring of pumping plant. |
| 352 | POWER WIRING : |
| 353 | Supplyand laying of 1100 volt grade 25mm2 x 3½ core /suitable size P.V.C. Armoured Alluminium conductor cable from outgoing of transformer to L.T. incoming Panel andfor power wring of pumping plant and also for power wiring of Pump set. |
| 354 | EARTHING : |
| 355 | Provision for double plate earthing for 2 nos. of electric motors, starters, panels etc. excavation of earthing pit of required size supply and burrying of 600 mm x600 mm size 3mm thick copper earth plate vertically errected for earthing with its top at least 3 meter from ground level completed with 32 mm G.1. perforated pipes and funnel for watering, laying and fetting of earthing strip, CI boxes hinged cover masonary, laying alternate layers of characoal / coak and salt at least 150 mm thick each layer complete in all respect. |
| 356 | PAINTING |
| 357 | Provision for painting of all the pumps set, main piping and valves, panels etc. installed in the pump house with three coats by enamel paint. |
| 358 | INSTALLATION AND COMMISSIONING |
| 359 | Installation of all 2 pumping plants along with L.T. panels distributionboards, switch gear control panels, starter etc laying & jointing of column pipes, delivery pipes, common header also commissiong of pumping plant. |
| 360 | Servo vatage stabilizer of 40KVA/ suitable Capasity |
| 361 | PUMPING PLANT AtCWR zone 2 to OHTZone-2Supply of submersible pump set forclear water pump setto operateAC Supply 415 volt, 3 phase, 50Hzfor pumping Plant AtCWR zone 2 to OHTZone-2. ( 1 W+ 1 S). , LPM - 600, Head - 65 M(Both tentative) |
| 362 | SWITCH GEAR WITH AUTO MATION OF PUMPING PLANT |
| 363 | Fully Automatic Air break star delta/manually ON/OFF / Automatic ON/OFF starter with G.S.M. based facility comprising of following electrical accessories complete in all respect- |
| 364 | Contractors of suitable ratings. |
| 365 | TOR of suitable ratings. |
| 366 | P.B Switches |
| 367 | Dual Amp & Voltmeter. |
| 368 | Amp meter selector Switch |
| 369 | Toggle Switches |
| 370 | Indicating Lamps phase failure. |
| 371 | Phase reversal relay |
| 372 | Single Phase Preventer. |
| 373 | Capacitor of suitable ratings |
| 374 | GSM with water level indicator |
| 375 | CE/UL certified PLC/RTU with redudant CPU and power supply in IP 54 enclosure suitable to communicate with GSM based modem unit with redudant CPU and power supply with analog /digital parameter and features as specified for each zps/oht to store and trasmitt data on GSM backbone , RTU/PLC designed with logic to transfer data at multiple statins as specified in tender document |
| 376 | GSM/GPRS based wireless communication system for iRTU capable to transfer and gather data from remote sites to control stations. All accessories included with signal enhancer, antenanfor above iRTU. |
| 377 | Control panel with IP 54 protection, industrial grade fo rall equipment separate fo rcontrol (24v) and power equipment.SCADA compatible switch gear control panel forstar delta/manually ON/OFF /Automatic ON/OFF starter of with suitable MCB and swichfuse unit for incoming power supply of uppcl. |
| 378 | Control panel with IP 54 protection, industrial grade fo rall equipment separate fo rcontrol (24v) and power equipment. |
| 379 | Motor operated sluice valve with actuator complete in all respect- |
| 380 | Electric motor operated sluice valve 150mmdia along with actuator for delivery pipe of pump. |
| 381 | Electric motor operated sluice valve 200mm dia along with actuator for common header. |
| 382 | Actuator panel having control of 2 no. actuator with sluice valve 100mm dia. |
| 383 | Actuator panel having control of 1 no. actuator with sluice valve 150mm dia. For commen header |
| 384 | Auto phase reversal unit/ automatic transformer suitable with inbuilt time delay & enclose of 100 Amp rating |
| 385 | Rador type level sensor for level measurement with RTU communication. |
| 386 | Pressure Transmitter with manual pressure gauge. |
| 387 | CE/UL certifiedd 7 inch HMI touch screen suitable to communication with PLC/RTU for local display and control. |
| 388 | Security serveillianceIP camera with recorder |
| 389 | Isolation transformer & surge arrestor. |
| 390 | Control cabling for Scada including all power and control cable for all equipment (1.5sq mm, 10cx1sq mm, 2cx1sq mm other required items for pump set. |
| 391 | CE/UL certified Radar type Level Transmitter for OHT |
| 392 | ELECTRO MAGNETIC FLOW METER |
| 393 | Provision of Electro magnetic flow meter suitable to measure the water and to be fetted in common header of 200mm dia. having following specification |
| 394 | FLOW SENSOR |
| 395 | Type - Pulsed DC |
| 396 | End connection- Flanged of Carbon steel |
| 397 | Flange rating - PN 16 size 150 mm. |
| 398 | Electrode - SS 316 |
| 399 | Lining Material - Hard rubber |
| 400 | Protection category - IP 68 |
| 401 | Measuring Accuracy- + 5% of measured |
| 402 | Valve inclusive of linearity repeatability pressure effect and Hystrusues between 1 to 3 meter per second. |
| 403 | Sensor Housing - SS 304 with fully welded construction |
| 404 | Connection/ Junction Box - SS 304 |
| 405 | Earthing only grounding rings required |
| 406 | FLOW TANSMITTER CONVERTOR |
| 407 | Type - Micro processor based modular desing |
| 408 | Display - 3 line back lit LDC for indication of actual flow rate forward reverse sum totolizer. |
| 409 | Protection category - IP 65 |
| 410 | Enclosure - DI - Cast Aluminium with poly urethan with glass window. |
| 411 | Programming- Through three key pad as front facia. |
| 412 | Power Supply - 230 volt 50 HZ AC |
| 413 | Cable Gland - ½ NPT |
| 414 | Mounting - Wall mounted |
| 415 | Maximum Sepration - Upto 300 m between sensor and transmeter without any signal boosters. |
| 416 | Terminals - shock-Hazard-protected push lock terminal. |
| 417 | Error Indetification : 0.3, 6/22 MA |
| 418 | Flow Indicator Totalizer - 3½ digit IED display with 6 digit electro mechanical Totalizer. |
| 419 | MAIN PIPING & VALVES INCLUDING COMMON HEADER :- |
| 420 | Size of Delivery of pump 100mm dia .Lenght for each pump. |
| 421 | Size of Common header of 150mm dia., length as per site requirement |
| 422 | Supply of following |
| 423 | CI D/F Reflux Valve 100 mm dia as per site requirement |
| 424 | CI D/F tee 150x150x100 mm dia. as per site requirement |
| 425 | D/F distance piece 100 mm dia. 1.00 m. longas per site requirement |
| 426 | D/F distance piece 150 mm dia. 1.50 m. long as per site requirement |
| 427 | D/F distance piece 150 mm dia. 3.00 m. long as per site requirement |
| 428 | Dismantling joint 100 mm dia. as per site requirement |
| 429 | Dismantling joint 150 mm dia. Reflex valve 150mm dia |
| 430 | Nut-bolts, bend,rubber packing ( as required) |
| 431 | Any other Item required for proper installation of above pumps.- 1 Job. |
| 432 | TOOLS & PLANTS |
| 433 | For Pump house |
| 434 | One tool box of 33\"x18\"x12\" fabricated from 18 gauge M.S. Sheet duly black painted comprising of of following tools. |
| 435 | Ring spanners (12 pcs.) |
| 436 | D/E spanners (12 pcs.) |
| 437 | Adjustable wrench (12\") |
| 438 | Pipe wrench (14\") |
| 439 | Crimpling tool(complete with die set) |
| 440 | heavy duty socket set 8mm to 50 mm size |
| 441 | Flow meter |
| 442 | Air release Valve |
| 443 | Accessories for pump house : |
| 444 | Fire extingushier cinfirming to BIS of 3 Kg Co2 gas type |
| 445 | 12.5 mm thich electric resistance rubber sheet as per BIS for LT Panels |
| 446 | H.O.T CRANE |
| 447 | Provision of H.O.T. crane of 2 Ton capacity along with gantry girder and chainpully block and geared trolly suitable for 4 meter span and 12 meter clear lift complete in all respect for circular pump house, suitable for 6 meter travelling length. |
| 448 | POWER WIRING CABLE FOR INCOMING PANEL & PUMPS :- |
| 449 | Supplyof 1100 volt grade 25mm2 x 3½ core /suitable sizeP.V.C. Armoured Alluminium conductor cable from outgoing of transformer to L.T. incoming Panel andfor power wring of pumping plant and also for power wiring of 3nos. Pump set. |
| 450 | POWER WIRING : |
| 451 | Supplyand laying of 1100 volt grade 25mm2 x 3½ core /suitable size P.V.C. Armoured Alluminium conductor cable from outgoing of transformer to L.T. incoming Panel andfor power wring of pumping plant and also for power wiring of Pump set. |
| 452 | EARTHING : |
| 453 | Provision for double plate earthing fo2 nos. of electric motors, starters, panels etc. excavation of earthing pit of required size supply and burrying of 600 mm x600 mm size 3mm thick copper earth plate vertically errected for earthing with its top at least 3 meter from ground level completed with 32 mm G.1. perforated pipes and funnel for watering, laying and fetting of earthing strip, CI boxes hinged cover masonary, laying alternate layers of characoal / coak and salt at least 150 mm thick each layer complete in all respect. |
| 454 | Electrification for pump house and premises. |
| 455 | Electrification of pump house and campus with copper conductor wireconcealed with theall material. |
| 456 | Supply and fixing of exhaust fans of 18\" size 1450rpm of GEC/equivalent make complete in all respect. |
| 457 | PAINTING |
| 458 | Provision for painting of all the pumps set, main piping and valves, panels etc. installed in the pump house with three coats by enamel paint. |
| 459 | Installation, testing and commissioning of complete SCADA system. |
| 460 | INSTALLATION AND COMMISSIONING |
| 461 | Installation of all 2 pumping plants along with L.T. panels distributionboards, switch gear control panels, starter etc laying & jointing of column pipes, delivery pipes, common header also commissiong of pumping plant. |
| 462 | Servo vatage stabilizer of suitable Capasity |
| 463 | PUMPING PLANT C.W.R. Zone -2to O.H.T. zone 3Supply of submersible pump set forclear water pump setto operateAC Supply 415 volt, 3 phase, 50Hz for pumping from C.W.R. Zone -2to O.H.T. zone 3 (1W+1S). LPM - 950, Head - 60 M |
| 464 | SWITCH GEAR WITH AUTO MATION OF PUMPING PLANT |
| 465 | Fully Automatic Air break star delta/manually ON/OFF / Automatic ON/OFF starter of 25 H.P. with G.S.M. based facility comprising of following electrical accessories complete in all respect- |
| 466 | Contractors of suitable ratings. |
| 467 | TOR of suitable ratings. |
| 468 | P.B Switches |
| 469 | Dual Amp & Voltmeter. |
| 470 | Amp meter selector Switch |
| 471 | Toggle Switches |
| 472 | Indicating Lamps phase failure. |
| 473 | Phase reversal relay |
| 474 | Single Phase Preventer. |
| 475 | Capacitor of suitable ratings |
| 476 | GSM with water level indicator |
| 477 | SCADA compatible panel for existing star delta/manually ON/OFF /Automatic ON/OFF starter of 25 H.P. |
| 478 | Motor operated sluice valve with actuator complete in all respect- |
| 479 | Electric motor operated sluice valve 150mmdia along with actuator for delivery pipe of pump. |
| 480 | Electric motor operated sluice valve 200mm dia along with actuator for common header. |
| 481 | Actuator panel having control of 2 no. actuator with sluice valve 100mm dia. |
| 482 | Actuator panel having control of 1 no. actuator with sluice valve150mm dia. For commen header |
| 483 | CE/UL certified 7 inch HMI touch screen suitable to communication with PLC/RTU for local display and control. |
| 484 | Pressure Transmitter with manual pressure gauge. |
| 485 | ELECTRO MAGNETIC FLOW METER |
| 486 | Provision of Electro magnetic flow meter suitable to measure the water discharge up to 950 lpm and to be fetted in common header of 150 mm dia. having following specification |
| 487 | FLOW SENSOR |
| 488 | Type - Pulsed DC |
| 489 | End connection- Flanged of Carbon steel |
| 490 | Flange rating - PN 16 size 150 mm. |
| 491 | Electrode - SS 316 |
| 492 | Lining Material - Hard rubber |
| 493 | Protection category - IP 68 |
| 494 | Measuring Accuracy- + 5% of measured |
| 495 | Valve inclusive of linearity repeatability pressure effect and Hystrusues between 1 to 3 meter per second. |
| 496 | Sensor Housing - SS 304 with fully welded construction |
| 497 | Connection/ Junction Box - SS 304 |
| 498 | Earthing only grounding rings required |
| 499 | FLOW TANSMITTER CONVERTOR |
| 500 | Type - Micro processor based modular desing |
| 501 | Display - 3 line back lit LDC for indication of actual flow rate forward reverse sum totolizer. |
| 502 | Protection category - IP 65 |
| 503 | Enclosure - DI - Cast Aluminium with poly urethan with glass window. |
| 504 | Programming- Through three key pad as front facia. |
| 505 | Power Supply - 230 volt 50 HZ AC |
| 506 | Cable Gland - ½ NPT |
| 507 | Mounting - Wall mounted |
| 508 | Maximum Sepration - Upto 300 m between sensor and transmeter without any signal boosters. |
| 509 | Terminals - shock-Hazard-protected push lock terminal. |
| 510 | Error Indetification : 0.3, 6/22 MA |
| 511 | Flow Indicator Totalizer - 3½ digit IED display with 6 digit electro mechanical Totalizer. |
| 512 | MAIN PIPING & VALVES INCLUDING COMMON HEADER :- |
| 513 | Size of Delivery of pump 150mm dia length as per site requirement |
| 514 | Size of Common header of 200mm dia. length as per site requirement |
| 515 | Supply of following |
| 516 | CI D/F Reflux Valve 100 mm dia |
| 517 | CI D/F Tee 150x150x100 mm dia. |
| 518 | D/F distance piece 100 mm dia. 1.00 m. long |
| 519 | D/F distance piece 150 mm dia. 1.50 m. long |
| 520 | D/F distance piece 150 mm dia. 3.00 m. long |
| 521 | Dismantling joint 100 mm dia. |
| 522 | Dismantling joint 100 mm dia for common header.,Reflex valve 150mm . |
| 523 | Nut-bolts, rubber ,bend ,packing (as required) |
| 524 | Any other Item required for proper installation of above pumps.- 1 Job. |
| 525 | POWER WIRING CABLE FOR INCOMING PANEL & PUMPS :- |
| 526 | Supplyof 1100 volt grade 50mm2 x 3½ / suitable size core P.V.C. Armoured Alluminium conductor cable from outgoing of transformer to L.T. incoming Panel andfor power wring of pumping plant. |
| 527 | POWER WIRING : |
| 528 | Supplyand laying of 1100 volt grade 25mm2 x 3½ core /suitable size P.V.C. Armoured Alluminium conductor cable from outgoing of transformer to L.T. incoming Panel andfor power wring of pumping plant and also for power wiring of Pump set. |
| 529 | EARTHING : |
| 530 | Provision for double plate earthing for 2 nos. of electric motors, starters, panels etc. excavation of earthing pit of required size supply and burrying of 600 mm x600 mm size 3mm thick copper earth plate vertically errected for earthing with its top at least 3 meter from ground level completed with 32 mm G.1. perforated pipes and funnel for watering, laying and fetting of earthing strip, CI boxes hinged cover masonary, laying alternate layers of characoal / coak and salt at least 150 mm thick each layer complete in all respect. |
| 531 | PAINTING |
| 532 | Provision for painting of all the pumps set, main piping and valves, panels etc. installed in the pump house with three coats by enamel paint. |
| 533 | INSTALLATION AND COMMISSIONING |
| 534 | Installation of all 2 pumping plants along with L.T. panels distributionboards, switch gear control panels, starter etc laying & jointing of column pipes, delivery pipes, common header also commissiong of pumping plant. |
| 535 | Servo vatage stabilizer of suitable Capasity |
| 536 | Chlorination plant at Zone 2 and Zone 3 |
| 537 | SITC of suitable Capacity electromechanical type Bleaching Power solution upto 10 Kg/cm2 Pressure with Three phase electric motor with adequate capacity CGI tank complete in all respect for disinfecting the clear water. 1W+1S at Zone 2 and Zone 3 including all in all respect. |
| 538 | substationat Intakewell |
| 539 | HT Control Panel at Intakewell |
| 540 | 2mm thick M.S. sheet fabricated factory wired dust and vermin proof cubical and floor mounting type control panel comprising with incomming VCB panel 1 nos and outgoing VCB panel 2 Nos of 11 KV/800 Amp. 3 Phase 3 wire 50 Hz. |
| 541 | Incoming panel |
| 542 | 11 KV3 Phase 3 wire 50 Hz. HT 1 Nos incomingVCB panel with a short circuit breaking current up to 18.4 KVA capacity in draw out version vaccum circuit breaker fitted with 3 Nos. single phase double core epoxy bar primary time current transformer of suitable ratio of class I accuracy and 5p 10 for protection core with burden of 15 VA per core., 1 no. 3 phase resin cast draw out type PT of ratio 11 KV/110 volt of class I accuracy and 100 VA burden, 1 set of closing & tripping coil suitable for 30 Volt DC., Mechanical indicator for ON/OFF., Emergency Mechanical tripping through push lever., Rear/Side entry cable box to accommodate suitable size cable., Energy Analyzer of measuring parameters such as voltage, current, KW, KWH, KVA & Power factor., Indicating lamp assembly for breaker ON/OFF trapping spring, charge., Over current and earth fault relay, C.D.G. 31 having elements for over current and one for earth fault etc., Incoming panel will be followed by a battery charge unit having specification as under AND The Cabinet of Suitable thickness shallbe enclosed type to ensure the atmosphere is absolutely acid free. It shall be provided with cover for ventilation and shall have steel hinged doors equiped with battery & battery charger. |
| 543 | Outgoing panel |
| 544 | H.T. out going panels for feeding two transformers similar to incoming panel but without following accessories. |
| 545 | Volt meter with selector switch |
| 546 | KWH meter with M.D.I. |
| 547 | Potential transformers |
| 548 | Outgoing battery charger |
| 549 | Provision for oil immersed natural air cooledstep down transformer suitable for out door installation of 160 KVA or above as per requirement of site, 11/0, 4KV and as per I:S 2020/1972 with all accessories. The transformer should be provided with off load tap changer ± 7.5% voltage varialtion on L.T. side. These tapping should be connected by and externally separated tap changing switch. The temp side in oil by thermometer should not exceed 50oC and of winding by measuring resistance should not exceed 55oC over an ambient of 45oC maximum. The transformer should have cable box on HT/LT side for termination of cables. |
| 550 | Main L.T. Panel |
| 551 | 2mm thick M.S. sheet fabricated factory wired dust and vermin proof cubical and floor mounting type control panel comprising of following items. |
| 552 | Incoming Panel |
| 553 | Reputed make cubical floor mounting extensible type panel complete with T.P. air insulated aluminum Bus bar of required capacity with neutral of reduced section, system voltage 415/440 volts 3 phase 4 wire 50 Hz indoor installation type and comprising of required nos suitable capacity breaker for incoming of transformer and D.G. set & required no of outgoing breakers for motors, lighting and other electrical equipments with minimum two nos of spare breakers, required nos of soft starter for motors and required capacity APFC panel housed in sheet steel cubical panel fitted with all accessories as per tender document. breaking capacity of all breakers should be as per IE rules and best engineering design. LT panel should comprise of required relays, multi function meter etc complete in all respect. fitted with following. |
| 554 | One set of Mechanical On/Off Indicator |
| 555 | One no. shunt trip oil |
| 556 | One set of T.P.I.D. M.T. Non-directional combined over current and earth fault relay having setting 50-200% for over current and 20-80% for earth fault or equivalent. |
| 557 | Two CTs of suitable ratio and class for protection and indication. |
| 558 | One no. neutral link |
| 559 | One no. 96 Sq.mm. voltmeter (0-600) selector switch |
| 560 | One no. three way and off voltmeter selector switch |
| 561 | One no. 96 Sq.mm. Ammeter of and suitable range |
| 562 | One no. three way and off Ammeter selector switch |
| 563 | One set of red green indicating lamp |
| 564 | Cable connection arrangments |
| 565 | Inter locking arrangements |
| 566 | Bus coupler |
| 567 | Bus coupler complete with internal wiring aluminium bus bar comprising of following. |
| 568 | Extensible type 1000 Amp. Capacity Aluminium bus bar arrangement for phase and neutical |
| 569 | 600 Amp. 3 pole M.C.C.B. fitted with over load under voltage shunt trip short circuit release with safety shutter etc. |
| 570 | Ampere meter of suitable range with selector switch and CT\"s |
| 571 | Voltmeter (0-600) volt with selector |
| 572 | Electrical and mechanical inter locking arrangement |
| 573 | M.C.C.B On/Off indicating lamp. |
| 574 | HRC Fuses |
| 575 | Auxilliary contractors |
| 576 | Breaker control switch |
| 577 | SITC of Load Distribution Panel for Floor mounting extensible type with common aluminium bus bar of suitable size having arrangement comprising of M.C.C.B./M.C.B.suitable C.Ts operated ampere meter, On/Off indicator selector switch and internal wiring etc. complete including Ampere meter, Volt meter, frequency meter, P.F. meter, capacitor, single phasing preventer, Selector switch, fuses etc. |
| 578 | Supply and laying of cable for Power Wiring and Earthingof 11 KV XLPE cable for suitable size 3 x 50mm sq. |
| 579 | Supply and laying of cable for Power Wiring and Earthingof 3.50 core 240 Sq.mm aluminium PVC cable 1100 V grade. |
| 580 | Supply of Jointing cable of HT Indoor joint |
| 581 | Supply of Jointing cable of HT outdoor joint |
| 582 | Supply of earthing materials and earthing arrangement. |
| 583 | Erection, testing and commissioning of Sub-Station including testing at work also. |
| 584 | Approval of electrical inspector, electric safety. |
| 585 | Foundation of Transformers |
| 586 | 12.5 mm/25mm thich electric resistance rubber sheet as per BIS |
| 587 | Fencing work |
| 588 | Internal Electrification with concealed conduct wiring including all materials and labour complete in all respect of sump. Pump controlling room and staff Quarter. |
| 589 | DG SET at Intakewell |
| 590 | Suply Installation, Testing and commissioning of salient type 100 KVA or morewith AMF panelas per site requirement DG set as per CPCB latest guide line powered with completeat Intake well |
| 591 | Power cable of 120 sqmm size/suitable size of 1100 volts grade 3½ core Alluminium armoured PVC seathed |
| 592 | DG SETfor CWR atZone -2. |
| 593 | Provision for supply Installation,Testing and commissing of salient type 125 KVA / required DG set with AMF panel as per C.P.C.B. Latest guide line powered with complete for CWR atZone -2. |
| 594 | Power cable of120 sqmm size/suitable size of 1100 volts grade 3½ core Alluminium armoured PVC seathed |
| 595 | WTP |
| 596 | Investigation,design ,planing with supply installation ,testing of all material laboure etc.For 5.0 MLD WTP -Agitator,flash mixer, Air Blower, Dewatering system, Per /post chlorination system, back wash, sub station, recycle pump, filter media,filter nozzel, gates and valve with actuators, flowmeter, sludge thickner, pipe and fitting, PAC and Poly pump,Thickner feed pump,Sludge feed pump, Power and control cable, APFC panel, DG Set for wtp, Substation for wtp and main cwr, cable tray,electrical panel confirming to IEC 61439 for WTP and MCWR,LDB,CCTV setup, SCADA automation of WTPwith analayzer,level switch,indicator withMaster control Station for all zones, SCADA softwarefor 24x7 water supply,MCWR and all pumping CWR, Indoor and out door lighting sytem, minimum 15 kw ongrid solar panel plantetcfor 2.0MLD WTP. with 3 month TRIAL &RUN.(incl. electicty expanses,other all consurmable itemexpanses etc. in trial & run period) |
We are a group of professionals specializing in custom software development, web development, mobile app development, IOT base solutions, web design, graphics & Enterprise solutions provid.
Copyright © 2026 · All Rights Reserved. Terms of Usage | Privacy Policy
For Tender Information Services Visit : TenderDetail
