Tender For Augmentation Of Chunar Nagar Palika Parishad Water Supply Scheme Dist. Mirzapur., Chunar-Uttar Pradesh

TDR : 55027878

Tender Notice
BOQ

15 Days Left

Chunar , Uttar Pradesh

Tender Brief : Tender For Augmentation Of Chunar Nagar Palika Parishad Water Supply Scheme Dist. Mirzapur.

Document Fees
₹ 23600 /-

EMD
₹ 10035000.0 /-

Tender Value
₹ 100.33 Crore /-

Submission Date
04-05-2026

Competition Type
Indian

Bidding Type
Tender

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2	Construction of IntakewellInvestigation, Planning, Design, soil investigation (up to boring 30m depth) and Construction of 9.00m Dia INTAKE WELL CUM PUMP HOUSE as per design WITH RCC FOOTBRIDGE up to 200 m length and 4.50m width(with 0.5m width both side foothpath colour zigzag M30 concreting paver blocks ) with rcc pier with both side handrail 1.8m height all necessary equipment & Appurtenant Works, including Electrical works, including supply of all materials, labor, 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 (4x15m). 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. Ladder for 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 2.5 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, cement concrete floor with hardener, rolling shutter fabricated from steel, Circular Balcony minimum 1 m width, staircase post-column beams, Railings, development of land, approach road 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 of soil i.e. Kankar mixed morrom/soft/hard rock and concrete 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 anticorrosive red oxide paint and two coat of enamel paint, 3 coat epoxy / bituminous paint on water contact area of RCC work 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. proper completion of works as per direction of the Engineer.
3	Construction of Coffer Dam for flow diversion of Ganga River for the construction of Intake Well. Construction of coffer dam with the help of wooden pole and sand bags and MS Sheet and also including dewatering during construction period. proper completion of works as per direction of the Engineer.
4	Provision for river training and protection work in 300 m length at Intake Well and WTP work
5	Earth work in cutting/ filling for making required bed and slope including all lead and lift, T&P in all types of soil as directed by site incharge including spreading and partial dressing.
6	Supply and laying new EC bags 50kg > 72gm weight. Filled with local earth in Nylon crate size 1x1x1m including all lead and lift , T&P as directed by Site incharge
7	Supplying & Laying Geotextile sheet made of 240 G.S.M. woven multifilament polypropylene yarn below Geo-bag pitching including cost of all material, T&P as directed by site incharge.
8	Supplying & Laying Local earth cover as a filter over Geo Textile Sheet & below Stone boulder pitching on slope including cost of all material, T&P as directed by site incharge.
9	Supplying & Laying Stone boulder upto 25 kg to 40 kg weight in G.I. wire crate size 2.00 x 1.50 x 0.45 m in crated boulder launching apron including cost of all material, T&P excluding cost of G.I. wire crate as directed by site incharge.
10	Supplying & Laying Stone boulder upto 25 kg to 40 kg weight in G.I. wire crate size 2.00 x 1.50 x 0.45 m in crated boulder slope pitching in slope including cost of all material, T&P excluding cost of G.I. wire crate as directed by site incharge.
11	Supplying & Laying G.I. wire crate in size 2.00 x 1.50 x 0.45 m and mesh size 20 x 20 cm including cost of all material, T&P as directed by site incharge.
12	Construction of Water Treatment Plant (Civil Work)Survey, Investigation, Planning, Design, Construction and Commissioning of WTP capacity 9 MLD with 100kl CWR as per required capacity. For construction of WTP including 200 Sqm two story Admin Building with Command Control Room, 10 Sqm. Gaurd Rood, 10 Sqm. Meter Room, 250 Sqm 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 treatment facility & Appurtenant Works. Automated through PLC with outputs to SCADA, walkway in between WTP components with railing, Guard Room, Chemical Store House, Gaseous Chlorination Plant, Development of WTP area with adequate plantation, Rainwater harvesting unit. Raw water to be treated and filtered. Required Boundary wall, 6 nos two room set Staff quarter, transformer yard, DG yard, 1000sqm rcc approach road, RCC covered drain along road, lab with ISI marka equipment as per CPHEEO Manuals. Lean concrete to be used of grade not less than M-15 and other structures in minimum M-30 grade of concrete. 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/ Exterior Weither Proof Paint, all steel work must be painted with anticorrosive red oxide paint and two coat of enamel paint and 3 coat food grade epoxy painting on water contact area etc. 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 equipments Including supply of all materials, labour T&P etc. required for proper completion of works as per direction of the Engineer.
13	Raw Water Main :- Supply of 400mm dia DI K-9 or 12mm thick MS pipes as per designed for raw water 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 & CPHEEO 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 & iniclusive 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,HYDRAULIC TESTING AS PER CPHEEO MANUALS latest amendments also including specials for these pipes all complete as per instructions of Engineer ‐in ‐ charge.
14	400 mm dia
15	Rising Main :- Supply of following sizes (DI 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 & CPHEEO 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 & iniclusive 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,HYDRAULIC TESTING AS PER CPHEEO MANUALS latest amendments also including specials for these pipes all complete as per instructions of Engineer ‐in ‐ charge.
16	300 mm dia
17	250 mm dia
18	200 mm dia
19	150 mm dia
20	10% specials
21	Supply of following sizes of CI D/F Sluice valves as per IS-780-1960 tested to 10Kg / Cm2 fixing in pipelines trenches, jointing and testing etc. complete.
22	400 mm
23	300 mm
24	250 mm
25	200 mm
26	150 mm
27	Air valve 25mm dia
28	Earth work in soil, In Moorum /Kankar / Shingle, In Soft/Medium rock. Etc. loam, clay or sand with lift upto 1.50M and lead upto 200m, barricading, Refilling the soil as required, incluidng depositing in layers not exceeding 150 mm, watering and compaction to 95% of the Standard proctor density, level dressing, including supply of all labour, T&P etc. required for completion of the work. Ramming of excavated earth into the trenches and disposal of surplus earth upto 8KM. and wth in 48 hours , restoration of damaged overhead & underground utility (such as electrcity cable/pole, phone cable, network cable, water pipeline/ connection, sewer pipeline /connection, drain pipe/connection , brick/rcc drain etc.), .The trenches shall be properly barricaded and fenced off wherever necessary. RED FLAGS AND CAUTION BOARDS during day and red lights during night shall be displayed so as to avoid any accidents.. its includes provision of making of alignment on city roads, making trial pits to investigated location of various under ground services like telephone cables, electric cable, existing pipe lines and sewer line etc. arrangemnts for diversion of traffic and associated marks etc. with supply of all necessary equipments, materials, labour and T&P etc. complete required for completion of work
29	In Moorum /Kankar / Shingle etc. (with replace loose soil)
30	In Soft/Medium rock. (with replace loose soil)
31	Carting from store (upto 8 Km) the following sizes of D.I.Pipes (class K-9) / MS pipe 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.
32	400 mm
33	300 mm
34	250 mm
35	200 mm
36	150 mm
37	Supply of following sizes CI D/F Non Return valve from departmental store to site of work lowering the same into trenches and fixing in position and jointing the same with supply of all material and testing etc. complete.
38	300 mm
39	250 mm
40	200 mm
41	150 mm
42	Supply of all materials, labours T&P etc. and construction of masonary type sluice valve chamber.
43	Carting of following sizes pipe fittings & specials from Store to site of work lowering them into trenches, laying true to alignment and gradient. Laying and jointing of pipe line including cutting of pipe for making up length as required for proper completion of work.
44	400 mm dia
45	300 mm dia
46	250 mm dia
47	200 mm dia
48	150 mm dia
49	Thrust Block
50	Supply of all materials,labour, and T & P etc. and construct R.C.C.(M-25 grade) thrust blocks. Including mild steel (1%)works all complete as per design for following size and instructions of Engineer ‐in ‐ charge.
51	400 mm (size 1.30m x 1.30m x 1.30m)
52	300 mm (size 1.15m x 1.15m x 1.15m)
53	250 mm (size 1.00m x 1.00m x 1.00m)
54	200 mm (size 0.85m x 0.85m x 0.85m)
55	150 mm (size 0.70m x 0.70m x 0.70m)
56	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.
57	Bituminous Road
58	C.C. Road
59	Interlocking Road
60	Stone pitching Road
61	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.
62	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%
63	C.C. Road in M25 grade, minimum thickness 15cm on 20cm sand & 20cm GSB filling 10cm PCC base.
64	Interlocking Road (50% new Interlocking bricks M-30 grade, 80 mm thick on 10cm sand & 10cm GSB filling base)
65	Stone pitching Road (50% new Stone Patiya on 10cm sand & 10cm GSB filling base) joint fillinf with M-20 concrete
66	Providing and laying of GSB for reinstatement of earthen road (Shoulder) including Compaction, dressing, watering, ramming etc. complete.
67	Provision for crossing of Nala/Culvert including making specials with thrust block and supply of all materials labour T&P etc. complete as per instructions of Engineer ‐in ‐charge.For 200 mm dia 6.00 mtr. And above length.
68	For 250 mm to 300 mm dia 6.00 mtr. And above Length.
69	Provision for crossing of Road including making specials and supply of all materials labour T&P etc. complete as perinstructions of Engineer ‐in ‐charge.Upto 200 mm dia 6.00 to 8.00 mtr. length.
70	Upto 200 mm dia above 8.00 mtr length.
71	Upto 250 mm dia 6.00 to 8.00 mtr. length.
72	Upto 250 to 300 mm dia above 8.00 mtr length.
73	Shifting of electric pole during work execution including supply of all materials labour T&P etc. complete.
74	Provision for shifting and reinstatement of utilities ie electric and telephone cable, water line ,drain, sewer line etc. during exacavation and laying of water pipe line as per instructions of Engineer ‐in ‐charge.
75	Barricading in 1.50m height during exacavation and laying of water pipe line including supply of all materials labour T&P etc. complete as per instructions of Engineer ‐in ‐charge.
76	Provision for Crossing and laying of pipe line of both side at State/National Highway and payment to state/NHAI Authority for permission of National Highway crossing:- Survey site Investigation Planning , design Drawings, 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 for required dia Rising main 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 MICRONE thick 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 & sand filling 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 including road reinstatement and sand filling in pit.
77	100 to 200 mm dia 8mm thick Carrier pipe and 12mm thick 600 mm dia casing pipe.
78	250 to 400 mm dia 8mm thicCarrier pipe and 12mm thick 600 mm dia casing pipe.
79	Provision for Railway Crossing:- Survey site Investigation, Planning , design Drawings as per Railway Divisional Office and taking NOC with all fee/ security/ liecence fee/ for NOC from RBCS PORTAL for trenchless crossing of Railway track(crossing length up to 45M), required dia DISTRIBUTION 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) with min 750 microne th. foodgrade epoxy coating 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 excution as 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 including road reinstatement and sand filling in pit.For 100 to 200 mm dia 8mm thick MS Carrier pipe and 12mm thick 600 mm dia casing pipe.
80	Way leave Facility charges of Railway department for railway line crossing work
81	Over Head TankSupply 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 1.0m above ground level with main components, soil testing upto depth 30m 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 concrete and minimum grade of concrete of foundation and staging should be M-25 with 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 50x50x6mm angle 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 1.0m, proper ventilator with SS jali at top dome in circular shape of 1.0m 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 of inlet (350mm OR as designed), all required no of outlet (350mm 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 valves with actuator,s 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 & fixing of 300mm dia DI K-7 pipe as per I.S.-4985/2000 for disposal of water from overflow and washout chamber to suitable point outside the water works compound upto 150.00 m distance, painting of all concrete surface and steel / GI pipe works with three coats after primer coat. 3 coat food grade epoxy painting on water contact area such as inner surface of OHT.
82	For Zone-1 (1150 KL/21 m stagging)
83	For Zone-4 (350 KL/16 m stagging)
84	Repair of RCC Over Head Tank 1000 KL/18 m Staging and allied works in water campus including Providing and fixing double scaffolding system (cup lock type) on the exterior side of OHT, upto 25 metre height, above ground level, including additional rows of scaffolding in stepped manner as per requirement of site, For sealing cracks and faulty construction joints, routed out/making U-shape groove size 25x25mm and then primed the area with integral crystalline slurry @ 0.05kg/running metre and while the suface is tacky filled the groove up to surface with crystalline mortar @1.50kg/running metre. Once crystalline mortar is touch dry then finally applied two coats of integral crystalline slurry @1.50kg/running metre. 18 mm cement plaster in two coats under layer 12 mm thickcement plaster 1:5 finished with a top layer 6mm thick cementplaster 1:6. Providing and injecting approved grout (OHT tank body) in proportion recommended by the manufacturer into cracks/honey-comb area of concrete/ masonry by suitable gun/pump at required pressure including cutting of nipples after curing etc. complete as per directions of Engineer-inCharge. Stirrer mixed Acrylic Polymer of approved make @ 2% of weight of cement used) modified Cement slurry made with non shrink compound in concrete/RCC work. Stirrer mixed SBR Polymer (of approved make) modified Cement slurry made with Shrinkage Compensating Cement in concrete/RCC work. Epoxy injection grout in concrete/RCC work of approved make. Providing and applying integral crystalline slurry of hydrophilic in nature for waterproofing treatment to the RCC structures. For vertical surface one coat @1.40 kg per sqm., Cone wall, wall inner, column inner, For horizontal surface one coat @1.10 kg per sqm for Bottom Dom including repairing of MS ladder, 1 m vide RCC balcony, railing, ventilater of top Dome, Water Lever Indicator, CI Mainhole., Sluice valve and Construction of S.V. Chamber, Cleaning of OHT and Removing dry or oil bound distemper, water proofing cement paint and the like by scrapping, sand papering and preparing the surface smooth including necessary repairs to scratches etc. complete., Finishing of all Wall/concrete surface in two coat premium acrylic smooth exterior paint with silicon addive, with one coat of exterior primer over smooth base of white cement. cement based wall putty and steel pipe works with three coats of approved cement paint and anticorrosive paints.,foodgrade epoxy painting internal part of water containe with 3 coat, Painting of all m.s./ steel pipe works with three coats of approved cement paint and anticorrosive paints as per instructions of Engineer ‐in ‐charge.For Zone-2
85	Construction of CWR Survey, Investigation, Soil Testing, Planning, Designing, Construction, Commissioning of following CWR . 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. CWR should be provided with a ventilator, manhole of adequate size with SS net. 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 wash out arrangement 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 concrete, steel and pipes with 3 coats of approved paint and 3 coat food grade epoxy painting on water contact area such as inner surface of CWR including all labour, material, T & P etc., all required for proper completion of works as per the direction of the Engineer.
86	For Zone-1, 300 KL. CWR
87	For Zone-2, 250 KL CWR
88	For Zone-3, 1500 KL CWR at Nawalveer hill.
89	For Zone-4, 100 KL CWR
90	PUMP HOUSE - Survey, Investigation, Planning, Designing, Construction, Commissioning of Pump houes of required size to accommodate required nos of pumps. For the construction of Pump House above CWR, minimum 6 mx5mx6m 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-25 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 snowcem painting two coat over one priming coat using approved Colour and shade and whitewashing 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.
91	DISTRIBUTIONS SYSTEM :- Supply of following sizes (D.I.) 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 & CPHEEO 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 & iniclusive 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,HYDRAULIC TESTING AS PER CPHEEO MANUALS latest amendments also including specials for these pipes all complete as per instructions of Engineer ‐in ‐ charge.
92	DI pipe Class K-7 (IS-8329/2000)
93	100 mm dia
94	125 mm dia
95	150 mm dia
96	200 mm dia
97	250 mm dia
98	300 mm dia
99	350 mm dia
100	400 mm dia
101	Supply of the following HDPE pipe PN-10, PE-100 as per IS code : 4984/2016 or ets. Letest amendment including cost of HDPE electrofusion coupler, Tee, Bend etc. jointing material and cost iniclusive 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,HYDRAULIC TESTING AS PER CPHEEO MANUALS latest amendments also including specials for these pipes all complete as per instructions of Engineer ‐in ‐ charge.
102	110 mm dia
103	140 mm dia
104	160 mm dia
105	Earth work in soil, In Moorum /Kankar / Shingle, In Soft/Medium rock. Etc. loam, clay or sand with lift upto 1.50M and lead upto 200m, barricading, Refilling the soil as required, incluidng depositing in layers not exceeding 150 mm, watering and compaction to 95% of the Standard proctor density, level dressing, including supply of all labour, T&P etc. required for completion of the work. Ramming of excavated earth into the trenches and disposal of surplus earth upto 8KM. and wthin 48 hours , restoration of damaged overhead & underground utility (such as electrcity cable/pole, phone cable, network cable, water pipeline/ connection, sewer pipeline /connection, drain pipe/connection , brick/rcc drain etc.), .The trenches shall be properly barricaded and fenced off wherever necessary. RED FLAGS AND CAUTION BOARDS during day and red lights during night shall be displayed so as to avoid any accidents.. its includes provision of making of alignment on city roads, making trial pits to investigated location of various under ground services like telephone cables, electric cable, existing pipe lines and sewer line etc. arrangemnts for diversion of traffic and associated marks etc. with supply of all necessary equipments, materials, labour and T&P etc. complete required for completion of work
106	In Moorum /Kankar / Shingle etc & incl. replace of ordinary soil.
107	In Soft/Medium rock. & incl. replace of ordinary soil.
108	Supply & laying of local sand for bedding of pipe line in trenches at rocky area
109	Carting of site of work, laying and jointing of DI pipes in trenches including lowering, testing and supply of all jointing materials etc. complete.
110	DI pipe Class K-7 (IS-8329/2000)
111	100 mm dia
112	125 mm dia
113	150 mm dia
114	200 mm dia
115	250 mm dia
116	300 mm dia
117	350 mm dia
118	400 mm dia
119	HDPE pipe PN-10, PE-100 as per IS code : 4984/2016 or ets. Letest amendment
120	110 mm dia
121	140 mm dia
122	160 mm dia
123	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. (using without galendori valves)
124	100 mm dia
125	125 mm dia
126	150 mm dia
127	200 mm dia
128	250 mm dia
129	300 mm dia
130	350 mm dia
131	Scour Valve 100mm dia
132	Fire Hydrant 100mm Dia
133	Air Valve 25mm Dia
134	Carting of following sluice valves store to site of work, lowering, fixing and jointing of following fitting in trenches :
135	100 mm dia
136	125 mm dia
137	150 mm dia
138	200 mm dia
139	250 mm dia
140	300 mm dia
141	350 mm dia
142	Scour Valve 100mm dia
143	Fire Hydrant 100mm Dia
144	Air Valve 25mm Dia
145	Supply of all types of materials and construct following chambers as per type design with supply of all labour, T&P etc. completed.
146	S.V. Chamber (Surface Box Type)
147	S.V. Chamber (Masonary Type)
148	Air Valve Chamber
149	Fire Hydrant Chamber
150	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.
151	Bituminous Road
152	C.C. Road
153	Stone pitching Road
154	Interlocking Road
155	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.
156	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%
157	C.C. Road in M25 grade, minimum thickness 15cm on 20cm sand & 20cm GSB filling and 10cm PCC base.
158	Stone pitching Road (50% new Stone with 10cm sand & 10cm GSB filling base) joint filling with m-20 concrete
159	Interlocking Road (50% new Interlocking bricks M-30 grade, 80 mm thick on 10cm sand & 10cm GSB filling base)
160	Providing and laying of GSB for reinstatement of earthen road (Shoulder) including Compation dressing, watering, ramming etc. complete.
161	Provision for Crossing and laying of pipe line of both side at State/National Highway/IOCL Crossing and payment to state/NHAI Authority/IOCL for permission of National Highway crossing:- Survey site Investigation Planning , design Drawings, 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/IOCL Divisional Office and taking NOC CHARGES.(incl. noc fees, licence fees, security amount) for trenchless crossing of National highway road , Road for required dia Rising main 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 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 & sand filling 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 including road reinstatement and sand filling in pit.For 100 to 200 mm dia.
162	Provision for crossing of Road/Nala/Culvert including making specials and supply of all materials labour T&P etc. complete.For 100 to 140 mm dia 3.00 mtr. Length.
163	For 160 to 200 mm dia 3.00 mtr. Length.
164	Upto 200 mm dia 6.00 mtr. length.
165	Upto 200 mm dia 8.00 mtr. Length.
166	Upto 250 mm dia 6.00 mtr. Length.
167	Upto 250 mm dia 8.00 mtr. Length.
168	Upto 300 mm dia 8.00 mtr. Length.
169	Upto 350 mm dia 8.00 mtr. Length.
170	THRUST BLOCK
171	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.
172	100mm ( Size 0.55m x 0.55m x 0.55m)
173	125mm ( Size 0.60m x 0.60m x 0.60m)
174	150mm ( Size 0.70m x 0.70m x 0.70m)
175	200mm ( Size 0.85m x 0.85m x 0.85m)
176	250mm ( Size 1.00m x 1.00m x 1.00m)
177	300mm ( Size 1.15m x 1.15m x 1.15m)
178	350mm ( Size 1.25m x 1.25m x 1.25m)
179	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, MS 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 Palika Parishad Chunar for proper complition of work as per drawing and. As per Instruction of Engineer in charge as per drawing. Payment make after completion of work up to household 50%, RETORATION & GROUTTING-30% and 20% submitted of photographs after Testing and Commisioning & handover to NPP Chunar of all remaining work.
180	New Connections with New pipe line.
181	Shifting of Existing House Connection from Old Pipe line to New Pipe Line
182	Reinstatement of all type damaged road during laying of 20mm dia HDPE pipe laying for water house connection
183	Provide all materials, labour T&P etc. and construct following 2 room set staff quarter with store room,bathroom, latrine & kitchen as per departmental specification Including excavation in foundation, PCC(M-15), Brick Work (1:6), 20mm thick DPC, RCC(M-20), 12mm thick plaster(1:4), Floring with tiles, Painting, Wiring / water supply & sanitary etc complete work. all materials, labours, t& p etc.( RCC FRAME STRUCTURE 3.6 M HEIGHT WTH PLINTH NOT LESS THAN 0.6 M)
184	Repairing of Damaged Boundary wall including supply all material labour T&P etc. complete.
185	Repairing of Damaged barbed wire incluidng supply of MS angle all material laboure T&P etc. complete.
186	Construction of 1.5 m high and 115mm thick boundary wall (Intakewell Campus, Zone-1 , Zone-4) with 230 mmx230 mm thick pillar made in RCC in 1:1.5:3 the spacing between two pillar should not be more than 3.0 m c/c and the depth of foundation should not be less than 0.60m below N.G.L. and plinth height should be kept 0.60m 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.
187	Supply and fixing of 3.6 m x 1.30 m MS gate including fabrication and supply of steel and construction of RCC 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.
188	MS Gate (size 3.60 m X 1.30 m) minimum weight 1.60 Qtl
189	MS Wicket gate (size 1.20 m X 1.30 m) minimum weight0.50 Qtl
190	Filling of earth at lower portion including leveling and dressing at water works.
191	Provision for arboriculture/ greeneries/ plantation/ landscaping for development of water works ( REQUIRED all nonusing area) with pipe sprinkling arrengments. For ZONAL WATER WORKS
192	Construction of Cement Concrete Approach Road by CC. M25 grade 20 20cm thick & 30 cm thick GSB BASE including supply of all materials, labour, tools and plants etc. complete.
193	Supply and Construction of roof top rain water & ground water harvesting system including all required materials, labour, tools and plants etc. complete. ( boring depth 2nd layer strata)
194	INTAKEWELL
195	VERTICAL TURBINE PUMP WITH 0.415 KV MOTOR: Providing V.T. Pumps suitable to discharge 71 LPS against a total head of 45 m having Base frame, coupling & coupling guard , Oil Lubricared etc. with 200 mm dia column assembly of required Length of each column assembly shall not be more than 1.5 Mtr. and Providing, erecting and giving test and trial of Vertical Flange Mounted TEFC motor 1500 RPM, squirrel cage induction motor, conforming to IS 12615:201 l having continuous rating suitable for operation at 415 Volts +/-10%, 3 Phase, 50 Hz +/- 3% with \\"F\\" class insulation temperature rise limited to class \\"B\\" insulation. Motor shall be fitted with suitable space heater and six nos. RTD All the Pumps shall be tested at manufacturers works as per scope of inspection in presence of Third party inspection agency approved by UPJN & Engineer Incharge or his representative. (2W+2S)
196	M.O.C. of Pump
197	Casing & suction Bowl: CI IS 210 FG 260 with suitable coating inside casing of 500 DFT, suitable for protection against corroison, erosion andprevent oxidation.
198	Impeller: Duplex stainless steel CD4MCu (Chromium24.5% minimum, Carbon<0.04%) as per ASTM A890 GrlA or DIN 1.4474-EN 10088, Hardness 220-260 BHN
199	Pump Shaft: Stainless Steel: AISI 410
200	Wear Ring:/Neck Ring: Duplex stainless steelCD4MCu (Chromium 24.5% minimum ,Carbon<0.04%) its hardness to be 50 BHN less than impeller hardness'
201	Pump and line shaft Sleeve: Stainless Steel withCeramic coating 700 BHN
202	Strainer: SS 304
203	Coupling between Pump & Starter: Flexible PinBush Type
204	Bearings : Anti friction L-10 with 60000 Hrs life
205	Dischrge - 71 LPS at Head - 45 Mtr.with Column assembly dia of 200 mm./as per site requirement.
206	SLUICE VALVES WITH ACTUATOR -P.N. 1.6
207	Motor operated Actuators with DIDF Sluice Valves200 mm dia /suitable size
208	250 mm dia /suitable size(for common header)
209	REFLUX VALVE, P.N. 1.6 Providing ISI mark D I D/F reflux valves (non-return valves) of following dia as per I.S.5312 Part I (1984)
210	a) 200 mm dia,/suitable size
211	b) 250 mm dia /suitable size
212	DISMANTLING JOINT Providing M.S. Dismantling Joint of size as given below as per detailed specification.
213	a) 200 mm dia/suitable size
214	b ) 250 mm dia/suitable size
215	C. I./ M.S. PIPES & Special Fittings
216	A ) 200 mm Dia , 7.1 mm thick C. I./ M.S. PIPES
217	C.I. / M.S. Fitting of Common Header pipes andspecials 200 mm size individual delivery for each pump with jointing material, Tee, bends, Nut Bolts & Rubber Packing etc Complete in all respect.
218	B ) 250 mm Dia , 7.1 mm thick C. I./ M.S. PIPES
219	C.I./ M.S. Fitting of Delivery pipes and specials 250mm size individual delivery with jointing material,Tee, bends, Nut Bolts & Rubber Packing etc Complete in all respect.
220	E.O.T. CRANE, 7 Ton, 12 Mtr. Span 25 Mtr. Lift: Supply, installation and commissioning of 7T EOTMono Rail Single Girder having suitable lift with chain, pulley block and traveling trolley complete or size will be as per site condition requirement.
221	L.T.PANEL BOARD (TTA Panel IEC61439) Providing,erecting and giving satisfactory test and trial of L.T.Panel (TTA Panel Confirming to EC6l439 Cubicle Type) comprising of specified Breakers of suitable capacity,36KA, ACB/MCC with Thermal Magnetic Release Based (O\C,S\C) RELEASE - 3 Nos incoming feeder, 4 x 160A MCCB or suitable raiting O/G Feeder for motor, 2 x l00A MCCB O/G Feeder, 3 x 63 A MCCB O/G Feeder Smart Enery Meter , Bus bar, switches, indicating instruments with auto phase revershal unit etc and provide one no computer operator as per instruction of site incharge as per details specification
222	APFC PANEL: Supplying and erecting of suitable capacity, 440 V 3 phase,50 Hz., Contactor Logic & Intelligent Relay micro APFC passive filter panel, consisting of suitable steps of APP/MPP type capacitor units with Detuned (harmonic filter) reactors of suitable rating.
223	Energy Meter CE/Cl Certified intelligent Smart Energy Meter
224	SOFT STARTER WITH RS 485 PORT Providing erecting and giving test and trial of shoft Starter with bypass contactor and its control circuitry etc complete.All the Starters shall be tested at manufacturers works as per scope of inspection in presence of Third party inspection agency approved by UPJN & Engineer Incharge or his representative For Pumps or as per site requirement.
225	FLOWMETER CE/UL Certified modular type (Rs 485) full bore Electromagnetic Flowmeter 250 mm dia
226	PRESSURE TRANSMITTER Pressure Transmitter for each pump and Common header with mainual pressure gauge.
227	LEVEL TRANSMITTER Radar type Level Transmitter for Sump
228	SURGE PROTECTOR CE/CL Certified Surge Protector for control panel
229	VCB PANEL 11 KV floor mounting, single row type H.T. panel having 01 No. incoming(incoming CTR 400/200/5 Amp) and 02 Nos. outgoing(outgoing CTR 200/100/5 Amp) VCB panels complete with insulated bus bars provide one four wheeler to site incharge for supervision of e&m work, all necessary metering and safety equipments.
230	TRANSFORMER 11 KV / 0 415 KV, as per site requirement. outdoor, Oil Type, step down transformers, with auto onload tap changer unit
231	POWER CABLE Providing, lowering, laying, jointing, Commissioning & Giving test and trial of XLPE insulated , armoured cable, ISI Marked, with stranded or solid conductor as per detailed specification.
232	a) 11 KV, 3 Core, 25 sq mm or higher XLPE armoued Alluminium (MSEDCL METER to VCB & VCB to Transformer) (Double Run as per design )
233	b) 1.1 KV, 3.5 Core, 25 sq mm or higher suitable size XLPE Alluminium/cupper ( LT Panel to Starter to Motor 55HP/ as per site required & APFC Panel )
234	c) 1.1 KV, 3.5 Core, 300 sq mm or higher suitable size XLPE Alluminium Transformer to LT Panel )
235	Control Cable
236	4x2.5 mm sq.
237	2x2.5 mm sq
238	Cable Jointing Kit
239	H.T. indoor type
240	H.T. outdoor type
241	L.T. indoor type
242	PVC INSULATING MAT Electrical resistance sheet 25 mm Thick (1.0M X 2.0M)
243	CABLE TRENCH Making trench in soft soil having 0.75 m depth and minimum 0.3 m width for laying provided cables up to voltage level of 1.1kV complete As per specification No. CW-EXN-CTR
244	PLATE TYPE EARTHING Earthing with G.I. earth plate 600 mm X 600 mm X 6 mm thick including accessories, and providing masonry enclosure withcover plate having locking arrangement and watering pipe of 2.7 metre long etc. with charcoal/ coke and salt as required.
245	Supplying and laying 25 mm X 5 mm G.I strip at 0.50 metre below ground as strip earth electrode, including connection/ terminating with G.I. nut, bolt, spring, washer etc. as required. (Jointing shall be done by overlapping and with 2 sets of G.I. nut bolt & spring washer spaced at 50mm)
246	IRON WORK Providing, fabricating iron work of ISMB, ANGLES, CHEQUARED PLATE, MS FLAT for base frame, panel stand, square bar for crane,cable tray, supports of ventilation ducting and items related to crane with bars of crane & all other similar work including cutting, bending, welding and painting as per detailed specification.
247	ELECTRIFICATION Providing & erecting intrnal and external Electrification with Pole mounted solar based LED light 1 Nos electrification of bridge with LED light and poles suitable for site as per specification,
248	VENTILATION Providing & fixing Ventilation System for intakewell, Panel Room etc as per instruction of site incharge.
249	TOOLS Providing furniture, Tools of standard make as per detailed specification as per instruction of site incharge.
250	MISCELLANEOUS ITEMS
251	B&L Form,NOC and Drawing approval fromElectricty safety Directrote
252	Erection and commissioning of above items.
253	Testing of pumps & other equipment at worksite/Manufacture
254	Barbed wire Fencingwith gate & foundation of thetransformer. €' €'
255	Sundry Ston
256	Fire fighting equipments such as four nos. fire extinguisher ABC type, one set sand buckets(6 nos.) with stand and grouting at site and Alstrong plates and bolts etc.
257	Diesel Generator 160 KVA or as per design with AMF Panel, Cables, Earthing: 160 KVA/ as per site requirement Liquid Cooled, Three Phase, Silent DG set with Diesel Engine with AMF Panel, Alternator along with All standard accessories, Fuel Tank, Battery, lead and canopy, as per CPCB -4 Norms of Govt. of India. (Specification Literature Enclosed) inlcuding HSD oil at time of testing and commissioning and upto handover of scheme to NPP
258	SUBMERSIBLE DESILTING PUMPS
259	Supplying Non-clog Submersible Pump suitable for sewage/ Liquid waste application with Stainless steel CFM8 Impeller, Soft Starter Control Panel with Digital Controller, Lifting Chain 30 Mtr . & standard MOC and given duty points of 18000 LPH at 32 Mtr Head with soft solid handling capacity of 40 mm & with mechanical seal for Pump & Motor and motor conforming to IS 9283 with 2 pairs of Clamps and 40 meter Power & control cable each, 3 phase 1450 RPM etc complete as per detailed specification. The Motor HP shall not be less than 10 HP. The Pumps shall be tested at manufacturers works in presence of Third party agency approved by UPJN & Engineer Incharge or his representative.
260	DI PIPE FOR DESILTING PUMP Providing ,erecting in vertical position , hoisting with all materials i.e. Nutbolts, packing , scafolding , etc.
261	Automation Works
262	GPRS/GSM based redundant Remote TerminalUnit(RTU) with CPU, Analog & Digital parameters as specified to store and transmit data on GSM backbone to LCS and should be able to send & receive SMS from registered mobile parallel mode.(one RTU for two pumps) including required capacity UPS.
263	GSM/GPRS based wireless communication hardware for RTUs. Capable to transfer data from site to LCS with all accessories etc complete.
264	Cabling
265	Security survelliance IP camera
266	Radar type level transmitter with RTUcommunication
267	Control Panel with IP 65 protection, industrial grade 24 V power supply and other required items
268	Surge protector for all AC control supplies to all the equipment
269	7\\" HMI touchscreen suitable to communicate with PLC/RTU, for local display & control of process parameters
270	Installation, testing and commissioning
271	Pumping plant & other Electrical & Mechanical works at WTP CWR to Zone 1 and Zone 2 CWR
272	PUMPS WITH MOTOR: Providing VT Pump/submerge VT pump or other latest suitable submersible Pumps suitable to discharge & head as given below having Base frame, coupling & coupling guard etc. with column assembly dia as given below of total length of suitable Length of each column assembly shall not be more than 1.5 Mtr.as per specification. All the Pumps shall be tested at manufacturers works as per scope of inspection in presence of Third party inspection agency approved by UPJN & Engineer Incharge or his representative.
273	M.O.C. of Pump
274	Casing & suction Bowl: CI IS 210 FG 260 with suitable coating inside casing of 500 DFT, suitable for protection against corroison, erosion and preventoxidation.
275	Impeller: Duplex stainless steel CD4MCu (Chromium24.5% minimum, Carbons0.04%) as per ASTM A890 GrlA or DIN l.4474-EN10088,Hardness 220-260 BHN
276	Pump Shaft: Stainless Steel: AISI 410
277	Wear Ring:/Neck Ring: Duplex stainless steel CD4MCu (Chromium 24.5% minimum Carbons0.04%) its hardness to be 50 BHN less thanimpeller hardness'
278	Pump and line shaft Sleeve: Stainless Steel withCeramic coating 700 BHN
279	Strainer: SS 304
280	Coupling between Pump & Starter: Flexible PinBush Type
281	Bearings : Anti friction L-10 with 60000 Hrs life
282	Dischrge - 65 LPS at Head - 45 Mtr. with All assembly dia of 200 mm/ as per size requirement.
283	Motor operated Actuators with CIDF Sluice Valves
284	a) 200 mm dia/suitable size
285	b) 200 mm dia /suitable size (for Commonheader)
286	REFLUX VALVE, P.N. Providing ISI mark D I D/F reflux valves (non- return valves ) of following dia as per I.S.5312 Part I (1984)
287	a) 200 mm dia /suitable size (for Commonheader)
288	b) 200 mm dia /suitable size
289	DISMANTLING JOINT Providing M.S. Dismantling Joint of size as given below as per detailed specification.
290	a) 200 mm dia/suitable size
291	b) 200 mm dia /suitable size (for Commonheader)
292	C. I. & Special Fittings
293	200 mm Dia , 7.1 mm thick C. I. P&ES D.I. Fitting of Common Header pipes and specials 150 mm size individual delivery for each pump with jointing material, Tee, bends, Nut Bolts & Rubber Packing etc Complete in all respect.
294	E.O.T. CRANE, 5 Ton, 10 Mtr. Span 12 Mtr. Lift / requires capacity Supply, installation and commissioning of 5T EOT/ Mono Rail Single Girder having suitable lift with chain, pulley block and traveling trolley complete and size will be as per site condition requirement.
295	L.T.PANEL BOARD Providing,erecting and giving satisfactory test and trial of L.T.Panel (TTA Panel Confirming to EC61439 Cubicle Type ) comprising of specified Breakers suitable rating 36KA , MCCB with Thermal Magnetic Release Based (O\C,S\C) RELEASE - 2 Nos incoming feeder, 2 x l60A MCCB or suitable size O/G Feeder, 2 x 100A MCCB O/G Feeder, 3 x 63 A MCCB O/G Feeder Smart Enery Meter , Bus bar, switches, indicating instruments with auto phase revershal unit etc as per detailed specification capacity as per site rquirement.
296	APFC PANEL Supplying and erecting of suitable rating, 440 V 3 phase, 50 Hz., Contactor Logic & Intelligent Relay micro APFC passive filter panel, consisting of suitable steps of APP/MPP type capacitor units with Detuned (harmonic filter) reactors of suitable rating , APFC panel shall be compliance to IEC 61439 and power quality IEC 61921 standard as per specification no CP-ED/APFC
297	SOFT STARTER WITH RS 485 PORT Providing erecting and giving test and trial of FCMA fully Automatic, Starter FCMA module with bypass contactor and its control circuitry etc complete.All the Starters shall be tested at manufacturers works as per scope of inspection in presence of Third party inspection agency approved by UPJN & Engineer Incharge or his representative For 60 HP Pumps/ required capacity
298	FLOW METER CE/UL Certified modular type (Rs 485) full bore Electromagnetic Flowmeter 200 mm dia/required capacity
299	WTP CWR TO ZONE 3 CWR
300	PUMPS WITH MOTOR FOR ZONE 3: Providing Submersible VT pump /or other latest suitable submersible Pumps suitable to discharge & head as given below having Stainless Steel impeller, Stainless Steel Shaft, Upper & Lower casing, Shaft sleeves, Base frame, coupling & coupling guard etc. with column assembly dia as given below of total length of suitable Length of each column assembly shall not be more than 1.5 Mtr.as per specification. All the Pumps shall be tested at manufacturers works as per scope of inspection in presence of Third party inspection agency approved by UPJN & Engineer Incharge or his representative. (1W+1S)
301	M.O.C. of Pump
302	Casing & suction Bowl: CI IS 210 FG 260 with suitable coating inside casing of 500 DFT, suitable for protection against corroison, erosion and preventoxidation.
303	Impeller: Duplex stainless steel CD4MCu (Chromium24.5% minimum, Carbons0.04%) as per ASTM A890 GrlA or DIN l.4474-EN10088,Hardness 220-260 BHN
304	Pump Shaft: Stainless Steel: AISI 410
305	Wear Ring:/Neck Ring: Duplex stainless steel CD4MCu (Chromium 24.5% minimum Carbons0.04%) its hardness to be 50 BHN less thanimpeller hardness'
306	Pump and line shaft Sleeve: Stainless Steel withCeramic coating 700 BHN
307	Strainer: SS 304
308	Coupling between Pump & Starter: Flexible PinBush Type
309	Bearings : Anti friction L-10 with 60000 Hrs life
310	Dischrge - 46 LPS at Head - 45 Mtr., as per site required with All assembly of suitable dia.
311	SLUICE VALVES WITH ACTUATOR -P.N. 1.6 Motor operated Actuators with DIDF Sluice Valves
312	a) 175 mm dia/suitable capacity
313	b) 175 mm dia /suitable capacity Common header
314	REFLUX VALVE, P.N. 1.6 Providing ISI mark D I D/F reflux valves (non- return valves ) of following dia as per I.S.5312 Part I (1984)
315	a) 175 mm dia/suitable capacity
316	b) 175 mm dia /suitable capacity Common header
317	DISMANTLING JOINT Providing M.S. Dismantling Joint of size as given below as per detailed specification.
318	a) 175 mm dia/suitable capacity
319	b) 175 mm dia /suitable capacity Common header
320	C. I. PIPES & Special Fittings of Common Header pipes and specials 175 mm/suitable size individual delivery for each pump with jointing material, Tee, bends, Nut Bolts & Rubber Packing etc Complete in all respect.
321	L.T.PANEL BOARD Providing,erecting and giving satisfactory test and trial of L.T.Panel (TTA Panel Confirming to EC61439 Cubicle Type ) comprising of specified Breakers suitable rating, G 36KA FP, MCCB with Thermal Magnetic Release Based (O\C,S\C) RELEASE - 2 Nos incoming feeder, 2 x l60A MCCB O/G Feeder, 2 x 100A MCCB O/G Feeder, 3 x 63 A MCCB O/G Feeder Smart Enery Meter , Bus bar, switches, indicating instruments etc as per detailed specification/As per site requirement.
322	APFC PANEL Supplying and erecting of suitable rating, 440 V 3 phase, 50 Hz., Contactor Logic & Intelligent Relay micro APFC passive filter panel, consisting of suitable steps of APP/MPP type capacitor units with Detuned (harmonic filter) reactors of suitable rating , APFC panel shall be compliance to IEC 61439 and power quality IEC 61921 standard as per specification no CP-ED/APFC
323	SOFT STARTER/VFD WITH RS 485 PORT Providing erecting and giving test and trial of soft Starter complete with main Contactor, with bypass contactor and its control circuitry etc complete.All the Starters shall be tested at manufacturers works as per scope of inspection in presence of Third party inspection agency approved by UPJN & Engineer Incharge or his representative For syutavke capacity pump.
324	FLOWMETER CE/UL Certified modular type (Rs 485) full bore Electromagnetic Flowmeter 175 mm dia/suitable size.
325	WTP CWR TO ZONE 4 CWR
326	PUMPS WITH MOTOR FOR ZONE 4: Providing Submersible VT pump/or other latest suitable submersible Pumps suitable to discharge & head as given below having Base frame, coupling & coupling guard etc. with column assembly dia as given below of total length of suitable Length of each column assembly shall not be more than 1.5 Mtr.as per specification. All the Pumps shall be tested at manufacturers works as per scope of inspection in presence of Third party inspection agency approved by UPJN & Engineer Incharge or his representative..
327	M.O.C. of Pump
328	Casing & suction Bowl: CI IS 210 FG 260 with suitable coating inside casing of 500 DFT, suitable for protection against corroison, erosion and preventoxidation.
329	Impeller: Duplex stainless steel CD4MCu (Chromium24.5% minimum, Carbons0.04%) as per ASTM A890 GrlA or DIN l.4474-EN10088,Hardness 220-260 BHN
330	Pump Shaft: Stainless Steel: AISI 410
331	Wear Ring:/Neck Ring: Duplex stainless steel CD4MCu (Chromium 24.5% minimum Carbons0.04%) its hardness to be 50 BHN less thanimpeller hardness'
332	Pump and line shaft Sleeve: Stainless Steel withCeramic coating 700 BHN
333	Strainer: SS 304
334	Coupling between Pump & Starter: Flexible PinBush Type
335	Bearings : Anti friction L-10 with 60000 Hrs life
336	Dischrge - 11 LPS at Head - 45 Mtr with All assembly dia of 80 mm./suitable size
337	SLUICE VALVES WITH ACTUATOR -P.N. 1.6 Motor operated Actuators with DIDF Sluice Valves
338	a) 80 mm dia/suitable size
339	b) 80 mm dia/suitable size ( Common header)
340	REFLUX VALVE, P.N. 1.6 Providing ISI mark D I D/F reflux valves 80 mm dia/as per suitable size (non- return valves ) of following dia as per I.S.5312 Part I (1984)
341	KINETIC AIR VALVE
342	Providing Kinetic Air valve of 80 mm size / as per sutable size and PN 1.0 rating as per standard specification.
343	DISMANTLING JOINT Providing M.S. Dismantling Joint of size as given below as per detailed specification.
344	a) 80 mm dia/suitable size
345	b) 80 mm dia /suitable size ( Common header)
346	A ) 80 mm Dia , 7.1 mm thick C. I. P&ES
347	C. I. PIPES & Special Fittings of Common Header pipes and specials 150 mm size individual delivery for each pump with jointing material, Tee, bends, Nut Bolts & Rubber Packing etc Complete in all respect.
348	L.T. PANEL BOARD Providing,erecting and giving satisfactory test and trial of L.T.Panel (TTA Panel Confirming to EC6l439 Cubicle Type ) comprising of specified Breakers or suitable rating ,36KA FP, MCCB with Thermal Magnetic Release Based (O\C,S\C) RELEASE - 2 Nos incoming feeder, 5 x 63A MCCB O/G Feeder, 2 x 100 A MCCB O/G Feeder Smart Enery Meter , Bus bar, switches, indicating instruments etc as per detailed specification.
349	Energy Meter CE/Cl Certified intelligent Smart Energy Meter
350	SOFT STARTER WITH RS 485 PORT Providing erecting and giving test and trial of FCMA fully Automatic, Starter complete with main Contactor, FCMA module with bypass contactor and its control circuitry etc complete.All the Starters shall be tested at manufacturers works as per scope of inspection in presence of Third party inspection agency approved by UPJN & Engineer Incharge or his representative For Pumps/suitable size.
351	FLOWMETER CE/UL Certified modular type (Rs 485) full bore Electromagnetic Flowmeter 80 mm dia/as per size requirement.
352	CWR Zone-1 to OHT Zone-1
353	PUMPING PLANTSupply of LPM - 2850, Head - 45 M, RPM - 1460 Horizantal submersible pump set/ submerge VT pump /suitable capacity for clear water pump set with its accesseries like foundation structure,Lifting chain,cab1e etc to operate AC Supply 415 volt, 3 phase, 50Hz pumping At CWR-Zone-1 to Zone-1 OHT(1W+1S)
354	Soft Starter with RS 485 Port-400V Class , suitable for above pumps with pannel.
355	CE and UL Certified PLC/ RTU-6000, IP 54 enclosur suitable to communication with GSM based modem unit with CPU and Power supply with analog and digital parameter with battery backup suitable to run two no. pumps and one no. stand by with level sensor.Inputs/Outputs as per requirement,Serial ports, l USB port, l SD memory slot, l Ethernet port, Digital input (optical isolation)- Isolated ANALOG input for monitoring of level flow & pressure- Local display, membrane key board and data storage- Compatibility with GSM modem- Isolation transformer for RTU protection- Signal multiplier for ANALOG device
356	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.
357	Intelegent Energy meter with memory RTC and 2 serial parts integrated with RTU
358	Motor operated sluice valve with actuator complete in all respect- Electric motor operated sluice valve l50mm dia or suitable size along with actuator for delivery pipe of pump.
359	Electric motor operated sluice valve l50mm dia or suitable size along with actuator for common header.
360	Pressure Transmitter with manual pressure gage.
361	Auto phase reversal unit/ automatic transformer suitable with inbuilt time delay & enclose of 100 Amp rating
362	CE/UL certifiedd 7 inch HMI touch screen suitableto communication with PLC/RTU for local display and control.
363	Security serveilliance camera IP with recorder
364	CE/UL certified Radar type Level Transmiter.
365	Isolation transformer & surge arrestor.
366	Cable (1.5sq mm, 10sq mm, 2sq mm other required itmes for installation of SCADA system.
367	Control Pannel with IP 54 Protection,industrial grade for all equipment .Separate for control (24V) and power equipment including required capacity UPS with battery.
368	ELECTRO MAGNETIC FLOW METER
369	Provision of Electro magnetic flow meter suitable to be fitted in common header of 150 mm dia/required size having following specification complete in all respect.
370	MAIN P&ING & VALVES INCLUDING COMMON HEADER Size of Delivery of pump l50mm dia .Lenght 6.0 Mtr. for each pump.Size of Common header of l50mm dia. or as per site requirement, length as per site requirementSupply of followingCI D/F Reflux Valve 150 mm dia - 2 Nos. CI D/F tee 150x150x150 mm dia/as per size requirement. . D/F distance piece 150 mm dia. 1.00 m. long/as per size requirement. D/F distance piece 150 mm dia. 1.50 m. long /as per size requirement. D/F distance piece 150 mm dia. 3.00 m. long /as per size requirement. Dismantling joint 150 mm dia. /as per size requirement. . Dismantling joint 150 mm dia. /as per size requirement. Reflex valve l50mm dia /as per size requirement. Nut-bolts, bend,rubber packing ( as required) Any other Item required for proper installation of above pumps.
371	POWER WIRING CABLE FOR INCOMING PANEL & PUMPS :- Supply and laying of 1100 volt grade 70mm2 x 3/z core /suitab1e size P.V.C. Armoured Alluminium conductor cable from outgoing of transformer to L.T. incoming Panel and for power wring of pumping plant and also for power wiring of 2nos. Pump set.
372	EARTHING : 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.l. 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.
373	PAINTING Provision for painting of all the pumps set, main piping and valves, panels etc. installed in the pumphouse with three coats by enamel paint.
374	INSTALLATION AND COMMISSIONING: Installation of all 2 pumping plants along with L.T. panels distribution boards, switch gear control panels, starter etc laying & jointing of column pipes, delivery pipes, common header also commissiong of pumping plant.
375	INSTALLATION OF ” SCADA\\" Installation of SCADA system, to controle the2set of pumping plant including testing and commissioning etc.
376	Electrification for pump house and premises: Electrification of pump house and campus with copper conductor wire concealed with the all material laboure etc.
377	Fire Extinguisher capasity 4.5 Kg co2
378	12.5 mm/25mm thick electric resistance rubber sheet as per BIS for LT Panels
379	Supply and fixing of exhaust fans of 18\\" size l450rpm of GEC/equivalent make complete in all respect.
380	Pole mounted solar based LED light as per instruction of site incharge.
381	SITC of 300 mm or Suitable size Motor operatedActuators with sluice valve at OHT outlet.
382	SITC of 300 mm Double Solenoid Flow control valve
383	CE & UL certified Radar type level transmitter
384	CE/UL Certified pressure Transmitter with manual pressure gage.
385	suitable rating UPS for Power Backup with Battery
386	SITC of CE & UL certified full bore moduler RA 485 type Electomagnetic Flowmeter for OHT line size 300 mm. dia. Or suitable size.
387	SITC of Chlorine Analyzer with MODBUS RTU having following specifications- (a) FRC Sensor (Senssit make), range- 0-5 PPM (electrolyte with membrane cap), tytpe-Amperometric. (b) Analyzer with RS 4850/P. suitable to OHT distribution line size & compatible with SCADA system .
388	SITC of SCADA Compatible Automatic type chlorinating plant solenoid driven dosing pump of capacity 0-10 LPH ( pressure 4kg/cm2 with ORP sensor to check and regulate the dosing along with 200 ltr capacity HDPE tank (02 nos., l W+1S),standard fittings, wall/floor mountings MS bracket for dosing pump with GM Valve ,cock valve & sodium hypo chloride solution.,chlorine test kit with O.T. Solution complete with all respect.( suitable for 100-220V and 30-60 Hz , suction lift-1.5 m., injection pressure 4 bars, steadt state accuracy +-3% repeatability +-3%) with RS 485 Port O/P having facility of interface with PLCSCADA system.
389	Coplete cabling of all equipment at OHT includingpower and control cable.
390	Installation ,commissioning and testing .
391	CWR Zone-2 to OHT zone-2
392	PUMPING PLANTSupply of LPM - 2200, Head - 45 M, RPM - 1460 Horizantal submersible/submersible VT Pump/ suitable capacity pump set for clear water pump set with its accesseries like foundation structure, Lifting chain, cab1e etc to operate AC Supply 415 volt, 3 phase, 50Hz pumping At CWR Zone-2 to OHT zone-2 (1W+1S)
393	Soft Starter with RS 485 Port-400V Class , suitable for above pumps with pannel.
394	CE and UL Certified PLC/ RTU-6000, IP 54 enclosur suitable to communication with GSM based modem unit with CPU and Power supply with analog and digital parameter with battery backup suitable to run two no. pumps and one no. stand by with level sensor.- Inputs/Outputs as per requirement- 4 Serial ports, l USB port, l SD memory slot, l Ethernet port- Digital input (optical isolation)- Isolated ANALOG input for monitoring of level flow & pressure- Local display, membrane key board and data storage- Compatibility with GSM modem- Isolation transformer for RTU protection- Signal multiplier for ANALOG device
395	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.
396	Intelegent Energy meter with memory RTC and 2 serial parts integrated with RTU
397	Motor operated sluice valve with actuator complete in all respect- Electric motor operated sluice valve l50mm d'‘ along with actuator for delivery pipe of pump.
398	Electric motor operated sluice valve along with actuator for common header.
399	Pressure Transmitter with manual pressure gage.
400	Ultrasonic levelTransmitter with RTU communication
401	Auto phase reversal unit/ automatic transformer suitable with inbuilt time delay & enclose of 100 Amp rating
402	CE/UL certifiedd 7 inch HMI touch screen suitable to communication with PLC/RTU for local display and control.
403	Security serveilliance camera IP with recorder
404	Isolation transformer & surge arrestor.
405	Cable (1.5sq mm,10 sq mm, 2sq mm other required itmes for installation of SCADA system.
406	ELECTRO MAGNETIC FLOW METER Provision of Electro magnetic flow meter suitable to be fitted in common header of 150 mm dia/suitable size having following specification complete in all respect.FLOW SENSORType - Pulsed DCEnd connection- Flanged of Carbon steel Flange rating - PN 16 size 200 mm./ as per site requirement.Electrode - SS 316Lining Material - Hard rubber Protection category - IP 68Measuring Accuracy- + 5% of measuredValve inclusive of linearity repeatability pressure effect and Hystrusues between 1 to 3 meter per second.Sensor Housing - SS 304 with fully welded constructionConnection/ Junction Box - SS 304 Earthing only grounding rings required FLOW TANSMITTER CONVERTORType - Micro processor based modular desing Display - 3 line back lit LDC for indication of actual flow rate forward reverse sum totolizer.Protection category - IP 65
407	MAIN P&ING & VALVES INCLUDING COMMON HEADER :-Size of Delivery of pump l50mm dia .Lenght 6.0 Mtr. for each pump. Size of Common header of l50mm dia., length as per site requirementSupply of followingCI D/F Reflux Valve 150 mm dia - 2 Nos. CI D/F tee 150x150x150 mm dia. /as per site requirementD/F distance piece 150 mm dia. 1.00 m. long /as per site requirementD/F distance piece 150 mm dia. 1.50 m. long /as per site requirementD/F distance piece 150 mm dia. 3.00 m. long /as per site requirementDismantling joint 150 mm dia /as per site requirement. Dismantling joint 150 mm dia/as per site requirement Reflex valve l50mm dia/as per site requirement.Nut-bolts, bend,rubber packing ( as required) Any other Item required for proper installation of above pumps. /as per site requirement.
408	POWER WIRING CABLE FOR INCOMING PANEL & PUMPS :-Supply and laying of 1100 volt grade 50mm2 x 3/z core /suitab1e size P.V.C. Armoured Alluminium conductor cable from outgoing of transformer to L.T. incoming Panel and for power wring of pumping plant and also for power wiring of 2nos. Pump set.
409	EARTHING :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.l. 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.
410	PAINTING Provision for painting of all the pumps set, main piping and valves, panels etc. installed in the pumphouse with three coats by enamel paint.
411	INSTALLATION AND COMMISSIONINGInstallation of all 2 pumping plants along with L.T. panels distribution boards, switch gear control panels, starter etc laying & jointing of column pipes, delivery pipes, common header also commissiong of pumping plant.
412	INSTALLATION OF ” SCADA\\"Installation of SCADA system, to controle the 2 set of pumping plant including testing and commissioning etc.
413	Electrification of pump house and campus with copper conductor wire concealed with the all material laboure etc.
414	Fire Extinguisher capasity 4.5 Kg co2
415	25mm thick electric resistance rubber sheet as per BIS for LT Panels
416	Supply and fixing of exhaust fans of 18\\" size l450 rpm of GEC/equivalent make complete in all respect.
417	SITC of 300 mm or Suitable size Motor operated Actuator with sluice valve
418	SITC of 300 mm or suitable size Double Solenoid Flow control Valve
419	CE & UL certified Radar type level transmitter
420	CE/UL Certified pressure Transmitter with manual pressure gage.
421	Suitable rating UPS for Power Backup with Battery
422	SITC of CE & UL certified full bore moduler RA 485 type Electomagnetic Flowmeter for OHT line size 300 mm. dia or suitable size as per site requirement.
423	SITC of Chlorine Analyzer with MODBUS RTU having following specifications- (a) FRC Sensor (Senssit make), range- 0-5 PPM (electrolyte with membrane cap), tytpe-Amperometric. (b) Analyzer with RS 4850/P. suitable to OHT distribution line size & compatible with SCADA system .
424	SITC of SCADA Compatible Automatic type chlorinating plant solenoid driven dosing pump of capacity 0-10 LPH ( pressure 4kg/cm2 with ORP sensor to check and regulate the dosing along with 200 ltr capacity HDPE tank (02 nos., l W+1S) ,standard fittings, wall/floor mountings MS bracket for dosing pump with GM Valve ,cock valve & sodium hypo chloride solution.,chlorine test kit with O.T. Solution complete with all respect.( suitable for 100-220V and 30-60 Hz , suction lift- 1.5 m., injection pressure 4 bars, steadt state accuracy +-3% repeatability +-3%) with RS 485 Port O/P having facility of interface with PLCSCADA system.
425	Cabling of all equipment at OHT including power and control cable.
426	Installation ,commissioning and testing .
427	CWR ZONE 3/OHT ZONE-3
428	SITC of 300 mm or Suitable size Motor operated Actuator with sluice valve
429	SITC of 300 mm or suitable size Double Solenoid Flow control valve
430	CE & UL certified Radar type level transmitter
431	CE/UL Certified pressure Transmitter with manual pressure gage.
432	Suitable rating for UPS for Power Backup with Battery
433	SITC of CE & UL certified full bore moduler RA485 type Electomagnetic Flowmeter for OHT line size 300 mm dia/ suitable size
434	CE and UL Certified PLC/ RTU-6000, IP 54 enclosur suitable to communication with GSM based modem unit with CPU and Power supply with analog and digital parameter with battery backup suitable to run two no. pumps and one no. stand by with level sensor.
435	SITC of SCADA Compatible Automatic type chlorinating plant solenoid driven dosing pump of capacity 0-10 LPH ( pressure 4kg/cm2 with ORP sensor to check and regulate the dosing along with 200 ltr capacity HDPE tank (02 nos., l W+1S)
436	Cabling of all equipment at OHT including power and control cable.
437	Installation ,commissioning and testing .
438	SITC of Pole mounted solar based LED light as per site incharge instruction.
439	CWR Zone-4 to OHT zone-4
440	PUMPING PLANTSupply of Horizantal submersible/submersible VT pump/ suitable capacity pump set (LPM - 800, Head - 45 M, RPM - 1460) for clear water pump set with its accesseries like foundation structure,Lifting chain, cab1e etc to operate AC Supply 415 volt, 3 phase, 50Hz pumping At CWR Zone-4 to OHT zone-4 (1W+1S)
441	Soft Starter with RS 485 Port-400V Class , suitable for above pumps with LT pannel.
442	CE and UL Certified PLC/ RTU-6000, IP 54 enclosur suitable to communication with GSM based modem unit with CPU and Power supply with analog and digital parameter with battery backup suitable to run two no. pumps and one no. stand by with level sensor.- Inputs/Outputs as per requirement- 4 Serial ports, l USB port, l SD memory slot, l Ethernet port- Digital input (optical isolation)- Isolated ANALOG input for monitoring of level flow & pressure- Local display, membrane key board and data storage- Compatibility with GSM modem- Isolation transformer for RTU protection- Signal multiplier for ANALOG device
443	GSM/GPRS based wireless communication system for RTU capable to transfer and gather data from remote sites to control stations. All accessories included with signal enhancer, antennan make for abbove ITRU.
444	Intelegent Energy meter with memory RTC and 2serial parts integrated with RTU
445	Motor operated sluice valve with actuator complete in all respect-Electric motor operated sluice valve 80mm dia or Suitable size along with actuator for delivery pipe of pump.
446	Electric motor operated sluice valve 80mm dia or Suitable size along with actuator for common header.
447	Actuator panel having control of l no. Actuator with sluice valve 80mm dia/suitable size For commen header
448	Pressure Transmitter with manual pressure gage.
449	Ultrasonic level Switch with RTU communication
450	Auto phase reversal unit/ automatic transformer suitable with inbuilt time delay & enclose of 100 Amp rating/ suitable size.
451	CE/UL certifiedd 7 inch HMI touch screen suitable to communication with PLC/RTU for local display and control.
452	Security serveilliance camera IP with recorder
453	Isolation transformer & surge arrestor.
454	Cable (1.5sq mm,10sq mm, 2sq mm other required itmes for installation of SCADA system.
455	Control Pannel with IP 54 Protection,industrial grade for all equipment .Separate for control (24V) and power equipment.
456	ELECTRO MAGNETIC FLOW METER Provision of Electro magnetic flow meter suitable to be fitted in common header of 80 mm dia having following specification complete in all respect.FLOW SENSORType - Pulsed DCEnd connection- Flanged of Carbon steel Flange rating - PN 16 size 200 mm.Electrode - SS 316Lining Material - Hard rubber Protection category - IP 68Measuring Accuracy- + 5% of measuredValve inclusive of linearity repeatability pressure effect and Hystrusues between 1 to 3 meter per second.Sensor Housing - SS 304 with fully welded constructionConnection/ Junction Box - SS 304 Earthing only grounding rings required FLOW TANSMITTER CONVERTORType - Micro processor based modular desing Display - 3 line back lit LDC for indication of actual flow rate forward reverse sum totolizer. Protection category - IP 65Enclosure - DI - Cast Aluminium with poly urethanwith glass window.
457	MAIN PIPING & VALVES INCLUDING COMMON HEADER :-Size of Delivery of pump 80mm dia .Lenght 6.0 Mtr. for each pump. Size of Common header of 80mm dia., length as per site requirementSupply of followingCI D/F Reflux Valve 80 mm dia /as per site requirementCI D/F tee 80x80x80 mm dia. /as per site requirementD/F distance piece 80 mm dia. 1.00 m. long /as per site requirement D/F distance piece 80 mm dia. 1.50 m. long /as per site requirementD/F distance piece 80 mm dia. 3.00 m. long /as per site requirementDismantling joint 80 mm dia. /as per site requirement Dismantling joint 80 mm dia. /as per site requirement Reflex valve 80mm dia/as per site requirementNut-bolts, bend,rubber packing ( as required) Any other Item required for proper installation of above pumps. /as per site requirement
458	POWER WIRING CABLE FOR INCOMING PANEL & PUMPS :-Supply and laying of 1100 volt grade l6mm2 x 3/c core /suitable size P.V.C. Armoured Alluminium conductor cable from outgoing of transformer to L.T. incoming Panel and for power wring of pumping plant and also for power wiring of 2nos. Pump set.
459	EARTHING :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.l. 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.
460	PAINTING Provision for painting of all the pumps set, main piping and valves, panels etc. installed in the pumphouse with three coats by enamel paint.
461	INSTALLATION AND COMMISSIONINGInstallation of all 2 nos pumping plants along with L.T. panels distribution boards, switch gear control panels, starter etc laying & jointing of column pipes, delivery pipes, common header also commissiong of pumping plant.
462	INSTALLATION OF ” SCADA\\"Installation of SCADA system, to controle the 2set of pumping plant including testing and commissioning etc.
463	Electrification of pump house and campus with copper conductor wire concealed with the all material laboure etc.
464	Fire Extinguisher capasity 4.5 Kg co2
465	25mm thick electric resistance rubber sheet as per BIS for LT Panels
466	Supply and fixing of exhaust fans of 18\\" size l450rpm of GEC/equivalent make complete in all respect.
467	Pole mounted solar based LED light
468	250 mm/ suitable size Motor operated Actuators with sluice valve
469	SITC of 250 mm/suitable size Double Solenoid Flow control valve
470	CE & UL certified Radar type level transmitter.
471	CE/UL Certified pressure Transmitter with manual pressure gage.
472	Suitable capaicity UPS for Power Backup with Battery
473	SITC of CE & UL certified ElectomagneticFlowmeter for OHT line size 250 mm. dia/suitable size
474	SITC of Chlorine Analyzer with MODBUS RTU having following specifications- (a) FRC Sensor (Senssit make), range- 0-5 PPM (electrolyte with membrane cap), tytpe-Amperometric. (b) Analyzer with RS 4850/P. suitable to OHT distribution line size & compatible with SCADA system .
475	SITC of SCADA Compatible Automatic type chlorinating plant solenoid driven dosing pump of capacity 0-10 LPH ( pressure 4kg/cm2 with ORP sensor to check and regulate the dosing along with 200 ltr capacity HDPE tank (02 nos., l W+1S),standard fittings, wall/floor mountings MS bracket for dosing pump with GM Valve ,cock valve & sodium hypo chloride solution.,chlorine test kit with O.T. Solution complete with all respect.( suitable for 100-220V and 30-60 Hz , suction lift-1.5 m., injection pressure 4 bars, steadt state accuracy +-3% repeatability +-3%) with RS 485 Port O/P having facility of interface with PLC SCADA system.
476	Coplete cabling of all equipment at OHT includingpower and control cable.
477	Installation ,commissioning and testing .
478	Investigation, design,planing with supply installation, testing of all material laboure etc.For 9MLD WTP-Agitator, flash mixer, Turbo Air Blower, Dewatering system, Per /post chlorination system, back wash pump, dirty back wash, 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, PLC and SCADA of WTP MCWR, Control Station, Power and control cable, DG Set including MCWR Pumping Load, Substation, cable tray, lug,gland, electrical pannel confirming to IEC 61349 for WTP and MCWR,LDB,CCTV setup, annalayzer, lavel switch,indicator iron clad, Indoor and out door lighting sytem with solar sytem of minimum 100 KW or more as per availibility of free space etc. for 9 MLD WTP inlcuding HSD oil at time of testing and commissioning and upto handover of scheme to NPP

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Tender For Augmentation Of Chunar Nagar Palika Parishad Water Supply Scheme Dist. Mirzapur., Chunar-Uttar Pradesh

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