Tender For Augmentation Of Chopan Nagar Panchayat Water Supply Scheme Dist. Sonbhadra, Chopan-Uttar Pradesh

TDR : 54920701

Tender Notice
BOQ

14 Days Left

Chopan , Uttar Pradesh

Tender Brief : Tender For Augmentation Of Chopan Nagar Panchayat Water Supply Scheme Dist. Sonbhadra

Document Fees
₹ 23600 /-

EMD
₹ 5045000.0 /-

Tender Value
₹ 50.44 Crore /-

Submission Date
16-04-2026

Competition Type
Indian

Bidding Type
Tender

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2	Construction of Intakewell at bank of SONE RIVERInvestigation, Planning, engineering ,Drawing /Design,Vetting of drawing from IIT, soil investigation (up to boring 30m depth) and CONSTRUCTION OF INTAKE WELL CUM PUMP HOUSE as per design for 12 MLD WITH RCC FOOTBRIDGE with pillar up to 150 m length and 3.60m 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 desilting arrangment, 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 (3x20m). Supply and fixing of Kirloskar Sluice valves 3 nos of Pn 20 of dia 400 mm with spindle/wheel with all mountings and accessories complete. Supply and fixing of M.S. Ladder for 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 3.6 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 1.5 m width, staircase post-column beams, Railings, Dg set yard, transformer yard,meter room,guard room, landescoping,orboriculture, greeneries,plantation, lighting arrengments development of land,20 cm th.CC approach road (3.6Mtr wide) , required length 1.8 M heigth RCC BOUNDARY WALL WITH 3.6m wide MS GATE with 1.2 M wide wicate gate etc. arrangement should be made inside pump house such that to fix required nos. of VT Pumps HT/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 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 incluidng construciton of electric power sub-station room size (8.0mx5.0mx4.0m) &CONST. of 80 MTR RIVER PROTECTION WORKS.
3	Construction of Water Treatment Plant Survey, Planning ,Engineering ,Investigation, Planning,Drawing/ Design, vetting of design/drwaing from IIT, soil investigation ( up to depth 30 M), Construction and Commissioning of WTP capacity 7 MLD 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, reuse arrengments, 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, 10 sqm area Guard Room, 2 storey 2 ROOM SET -2 NOS staff quater ( 4 NOS), 150sq.m plinth area admin building with required furnitures (Godrej make), &1.5 ton capacity 5 star AC-2 nos, 40 sq.m lab with isi mark appreatus,60 days storage capacity Chemical Store House, Gaseous Chlorination Plant,4m width CC approach road Landesceping,Development of WTP area with adequate greeneeries, orboricutures, plantation, Rainwater & ground harvesting unit. 1.8 m heigth required boundary wall with 4.5 mtr wide 1.2 m tr wide wicket gate, 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. 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/Weither Paint, all steel work must be painted with red oxide paint and two coat of anticorrosive paint , 3 coat foodgrade epoxy of inner parts of concrete etc. and internal and external electrification with adequate 20 nos DUAL SOLAR with battery LED lights (4.5M heigth)& 2 N0S HIGH MAST LIGHT ( 16 m heigth) for the compound, including automation, instrumentation & SCADA, wireless telemetry (voice & data) Including water testing kits, 40 SQ.M AREA lab building and essential isi mark lab equipments AS PER CPHEEO Manuals Including supply of all materials, labour T&P etc. required for proper completion of works as per direction of the Engineer and Repudiated make 03 Nos. Computer( i7 processor) sets with CPU] Monitor, Printer and Photo copy machine for Mirzapur office for (Monitoring of WTP and Zonal pumping station from Scada) (Civil Work).
4	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 to site, jointing, laying, HYDRAULIC TESTING AS PER CPHEEO MANUALS latest amendments also including specials for these pipes all complete as per instructions of Engineer ‐in ‐ charge.Note- Only SBR Rubber Gaskets to be used as per IS- 5382 and IS- 12820.
5	350 mm DI Pipe Class K-9
6	300 mm DI Pipe Class K-9
7	200 mm DI Pipe Class K-9
8	150 mm DI Pipe Class K-9
9	Supply , carting, laying, jointing & fixing in pipe of following size of CI D/F SLUICE VALVES IS-780-1960 tested to 16Kg / Cm2f trenches, jointing and testing etc. complete.
10	350 mm
11	300 mm
12	200 mm
13	150 mm
14	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, 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 lebour, T&P etc. required for completion of the work. Ramming of excavated earth into the trenches and disposal of surplus earth upto 8KM. and restoration of damaged overhead & underground utility.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.
15	In Ordinary soil
16	In Moorum /Kankar / Shingle etc. (with replace loose soil)
17	In Soft/Medium rock. (with replace loose soil)
18	Supply of all materials, labours T&P etc. and construction of masonary type sluice valve chamber. With extra heavy duty MS cover.
19	Thrust Block
20	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.
21	350 mm (size 1.25m x 1.25m x 1.25m)
22	300 mm (size 1.15m x 1.15m x 1.15m)
23	200 mm (size 0.85m x 0.85m x 0.85m)
24	150 mm (size 0.70m x 0.70m x 0.70m)
25	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.
26	Bituminous Road
27	C.C. Road
28	Interlocking Road
29	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.
30	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%
31	C.C. Road in M25 grade, minimum thickness 15cm on 15cm sand & 20cm GSB filling base.
32	Interlocking Road (50% new Interlocking bricks M-30 grade, 80 mm thick on 10cm sand & 10cm GSB filling base)
33	Providing and laying of GSB for reinstatement of earthen road (Shoulder) including dressing, watering, ramming etc. complete.
34	Provision for NALLA/CULVERT CROSSING UP TO 200MM DIA PIPE CROSSING including all material, for casing etc. all complete work. With concreting thrust block M20 grade using inlcuding supply of DI K-9 Pipe and laying with MS Fabrication and DI Specals.
35	Provision for NALLA/CULVERT CROSSING UP TO 200MM DIA PIPE CROSSING including all material, for casing etc. all complete work. With concreting thrust block M20 grade using inlcuding supply of DI K-9 Pipe and laying with MS Fabrication and DI Specals.
36	Provision for Crossing and laying of RISING MAINS pipe line of both side at State/National Highway and payment to UPSHA/PWD for permission of National/State 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 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 dismentalling , restoration ,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 with heavy duty MS 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. and concerned department. (CASING- 600MM (id) MS PIPE 12 MM THICK & CARRIER PIPE (8mm th.)- AS PER REQUIRED DESIGN) INCL.3M C/C SPACER
37	Supply 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 1m above ground level with main components, soil testing 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 1.5m, 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 of inlet (200mm OR as designed), all required no of outlet (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 NRV Sluice valves with actuators construction of bed blocks in 1:2:4 PCC with cement, coarse sand and approved stone grit, construction of inlet, outlet, washout, overflow chamber with extra heavy duty MS cover and chambers for sluice / butter fly valves as per departmental type design and drawings, supply 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, painting of all concrete surface and steel pipe works with three coats. For bidding purpose, bearing capacity of soil shall be considered as 8 t/sqm. working design shall be based on the SBC determind after soil investigation /8 tonne/sqm including requird earthfilling for maintaining FGL as per level of nearest road cost of earth required for filling not to be paid extra.Note :- The bid price of over head tanks is to be submitted considering net safe allowable bearing capacity as 8 t/m2, keeping the minimum foundation depth to be 2.5 m below existing ground level at the site of work, layout as ground level of over head tank consider from 100 cm above than near of road surface to be finalized by the engineer in charge including, campus cleaning, removal of debries, bush cutting and disposal with in municipal limt and filling ogf earth if required as per direction of Engineer in charge. The successful bidder will be required to investigate the soil bearing capacity. If not safe allowable bearing capacity is found to be equivalent or more than 8 t/m2, the design of OHT will be based on 8 t/m2 capacity. However in case the net safe allowable bearing capacity is found to be below 8 t/m2, then the design of OHT will be based on the actual bearing capacity.
38	For Zone-1 (1350 KL/22 m stagging)
39	For Zone-4 (450 KL/22 m stagging)
40	Repair of RCC Over Head Tank 350 KL/16 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 and disposal of water from overflow and washout chamber to suitable point outside the water works compound, painting of all concrete surface and steel pipe works with three coats.
41	Construction of RCC Common CWR 925 KL under Zone-1 for Water Demand of Zone-1/2/3 & 4 - Survey, Investigation, Soil Testing, Planning, Designing, Construction, Commissioning of CWR of 925 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. CWR should 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, desilting 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 and 3 coat food grade epoxy & anticorrosive paint including all labour, material, T & P etc., all required for proper completion of works as per the direction of the Engineer.
42	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 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, 23 cm. thick brickwork 1:4 (one cement and four sand), plasterwork 1:4 (one cement and coarse 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. FFL above 60 cm nearest road level.
43	Construction of electric power sub-station room- Survey, Planning,engineering,Drawing/ Design, vetting of drawing/ design from IIT ,Investigation, Soil Testing, Planning, Designing, 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 plaster 12 mm thick for walls & celling in CM 1:4 (1 cement & 4 Sand), External plaster 20 mm thick in CM 1:4 (1 cement & 4 sand), providing laying hand cut polished kota stone flooring 25 mm to 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. At Zone 1. FFL above 60 cm nearest road level.
44	Construction of LCS Room size of 6m 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. FFL above 60 cm nearest road level.
45	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 SBR 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, carting, laying & jointing in proper trench for these pipes all complete as per instructions of Engineer ‐in ‐ charge.Note- Only SBR Rubber Gaskets to be used as per IS- 5382 and IS- 12820.
46	DI pipe Class K-7 (IS-8329/2000)
47	80 mm
48	100 mm
49	125 mm
50	150 mm
51	200 mm
52	250 mm
53	300 mm
54	350 mm
55	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, 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 lebour, T&P etc. required for completion of the work. Ramming of excavated earth into the trenches and disposal of surplus earth upto 8KM. and restoration of damaged overhead & underground utility.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.
56	In Ordinary Soil
57	In Moorum /Kankar / Shingle etc & incl. replace of ordinary soil.
58	In Soft/Medium rock. & incl. replace of ordinary soil.
59	Supply of following types of fittings including railway freight, cartage from store to site of work,lowering, carting, fixing , jointing 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 16 Kg / Sq.Cm. (using without galendori valves)
60	80 mm
61	100 mm
62	125 mm
63	150 mm
64	200 mm
65	250 mm
66	Scour Valve 100mm dia
67	Fire Hydrant 80mm Dia
68	Air Valve 25mm Dia
69	Supply of all types of materials and construct following chambers with extra heavy duty ms cover grade-35as per type design with supply of all labour, T&P etc. completed.
70	S.V. Chamber (Surface Box Type)
71	S.V. Chamber (Masonary Type)
72	Air Valve Chamber
73	Fire Hydrant Chamber
74	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.
75	Bituminous Road
76	C.C. Road
77	Interlocking Road
78	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.
79	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%
80	C.C. Road in M25 grade, minimum thickness 15cm on 15cm sand & 20cm GSB filling base.
81	Interlocking Road (50% new Interlocking bricks M-30 grade, 80 mm thick on 10cm sand & 10cm GSB filling base)
82	Providing and laying of GSB for reinstatement of earthen road (Shoulder) including dressing, watering, ramming etc. complete.
83	Provision for NALLA/CULVERT CROSSING from250mm to 350MM DIA PIPE CROSSING including all material, for casing etc. all complete work. With concreting thrust block M20 grade using inlcuding supply of DI K-9 Pipe and laying with MS Fabrication and DI Specals.
84	Provision for NALLA/CULVERT CROSSING UP TO 200MM DIA PIPE CROSSING including all material, for casing etc. all complete work. With concreting thrust block M20 grade using inlcuding supply of DI K-9 Pipe and laying with MS Fabrication and DI Specals.
85	THRUST BLOCK
86	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.
87	80mm ( Size 0.45m x 0.45m x 0.45m)
88	100mm ( Size 0.55m x 0.55m x 0.55m)
89	125mm ( Size 0.60m x 0.60m x 0.60m)
90	150mm ( Size 0.70m x 0.70m x 0.70m)
91	200mm ( Size 0.85m x 0.85m x 0.85m)
92	250mm ( Size 1.00m x 1.00m x 1.00m)
93	Shifting of Utility as a water supply pipe line, sewer line, drainage pipe,brick drainage nali,Telephone line/pole, Electric pole/ cable, tree cutting etc. all complete work including all material, Labour, T&P etc for whole project. (all overhead / underground utility)
94	Crossing of Road Laying of pipe line 8mm thick MS carrier pipe 200mm to 300mm dia and 12 mm thick MS Casing pipe 600 mm dia by trenchless technology (Auger Boring Method) For highway. 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 all 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 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 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 & 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
95	Crossing of Railway Line Laying of pipe line 8mm thick MS carrier pipe 200mm to 300mm dia and 12 mm thick MS Casing pipe 600 mm dia by trenchless technology (Auger Boring Method) For Railway.Provision for Railway Crossing:- Survey site Investigation, Planning , design Drawings as per Railway Divisional Office and taking NOC & permission with all fee/ security/ liecence fee/ for NOC from RBCS PORTAL for trenchless crossing of Railway track, 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 extra heavy duty MS 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 (8mm th.)- AS PER REQUIRED DESIGN) INCL.3M C/C SPACER
96	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, Heavy 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 Chopan 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 70%, RETORATION & GROUTTING-10% and 10% submitted of photographs after Testing and Commisioning,5%after GIS based all collected required data and 3 NOS GPS using colour photographs & geo tagging on google maps - 5% after handover to NP Chopan of all remaining work.
97	New Connections with New pipe line.
98	Shifting of Existing House Connection from Old Pipe line to New Pipe Line
99	Staff quarterProvide all materials, labour T&P etc. and construct Double RooM staff quarter with store room, 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), Floring with tiles, Painting, 04 nos chair, 01 No. Table, 01 No. Almirah (Godrej make) electrification (internal & external) , Wiring , 20 LPM capacity RO, water supply & sanitary etc complete work. all materials, labours, t& p etc.( RCC FRAME STRUCTURE 3.6 M HEIGHT With plinth not less from nearest road level than 0.6 M)
100	Construction of 1.8 m high and 115mm thick boundary wall ( Zone-1 , Zone-4) with 230 mmx 230 mm RCC BEAM, 230 mmx230 mm thick pillar, 50506mm size MS angle FIXING IN RCC PILLAR with 3 Layer barbed bars made in RCC in 1:1.5:3 the spacing between two pillar should not be more than 2.0 m c/c and depth of rcc footing (1.21.2.3)m not less than 1.2m , 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 nearest road level, 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.
101	Supply and fixing of 3.6 m x 1.80 m MS gate including fabrication and supply of steel and construction of RCC pillars of size 1.8m 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 plinth, 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.
102	MS Gate (size 3.60 m X 1.80 m) minimum weight 1.60 Qtl
103	MS Wicket gate (size 1.20 m X 1.80 m) minimum weight0.50 Qtl
104	Provision for arboriculture/ greeneries/ plantation for development of water works, including earth filling ( REQUIRED all nonusing area) with pipe sprinkling arrengments. For ZONAL WATER WORKS
105	Construction of Cement Concrete USING 20 CM TH. M25 grade using concrete type & 30 cm GSB BASE approach road including supply of all materials, labour, tools and plants etc. complete.
106	Supply and Construction of roof top rain water & ground water harvesting system including all required materials, labour, tools and plants etc. complete. (150 MM DIA PVE PIPE PN6 boring depth 2nd layer strata)
107	PUMPING PLANT AT INTAKE WELLSupply of vertical turbine oil lubricated raw water pump set along with V.H.S. squairal cage induction motor with shaft, 30 meter column pipe, (tentative it will be decided as per site required) thrust bearing, motor stool foundation bolt etc. suitable to operate 415 volt, 3 phase, 50Hz, AC Supply (2 W+ 1 S). LPM - 2350 Head-35 M with all other accessories complete in all respect.
108	CE/UL certified PLC/RTU with redundant CPU and power supply in IP 54 enclosure suitable to communicate with GSM based modem unit with redundant 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 station specified in tender document
109	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 etc.
110	Intelegent Energy meter with memory RTC and 2 serial parts integrated with RTU
111	Motor operated sluice valve with actuator complete in all respect
112	Electric motor operated sluice valve 200mm dia or suitable size along with actuator for delivery pipe of pump.
113	Electric motor operated sluice valve 250mm or suitable size dia along with actuator for common header.
114	Auto phase reversal unit suitable with inbuilt time delay & enclose of 100 Amp or suitable rating.
115	Radar type level with RTU communication at Intakewell.
116	Pressure Transmitter with manual pressure gauge at common header for each pump - 4 Nos
117	Isolation transformer & surge arrestor.
118	CE/UL certifiedd 7 inch HMI touch screen suitable to communication with PLC/RTU for local display and control.
119	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.
120	Security serveilliance camera IP with recorder
121	ELECTRO MAGNETIC FLOW METER
122	Provision of Electro magnetic flow meter suitable to measure the water discharge and to be fitted in common header of 250mm dia. Or suitable size
123	FLOW SENSOR
124	Type - Pulsed DC
125	End connection- Flanged of Carbon steel
126	Flange rating - PN 16 size 250 mm./ suitable size
127	Electrode - SS 316
128	Lining Material - Hard rubber
129	Protection category - IP 68
130	Measuring Accuracy- + 5% of measured
131	Valve inclusive of linearity repeatability pressure effect and Hystrusues between 1 to 3 meter per second.
132	Sensor Housing - SS 304 with fully welded construction
133	Connection/ Junction Box - SS 304
134	Earthing only grounding rings required
135	FLOW TANSMITTER CONVERTOR
136	Type - Micro processor based modular desing
137	Display - 3 line back lit LDC for indication of actual flow rate forward reverse sum totolizer.
138	Protection category - IP 65
139	Enclosure - DI - Cast Aluminium with poly urethan with glass window.
140	Programming- Through three key pad as front facia.
141	Power Supply - 230 volt 50 HZ AC
142	Cable Gland - ½ NPT
143	Mounting - Wall mounted
144	Maximum Sepration - Upto 300 m between sensor and transmeter without any signal boosters.
145	Terminals - shock-Hazard-protected push lock terminal.
146	Error Indetification : 0.3, 6/22 MA
147	Flow Indicator Totalizer - 3½ digit IED display with 6 digit electro mechanical Totalizer.
148	MAIN PIPING & VALVES INCLUDING COMMON HEADER :-
149	Size of Delivery of pump 200mm dia length or as per site requirement
150	Size of Common header of 250mm dia. Length or as per site requirement
151	Supply of following
152	CI D/F Reflux Valve 200 mm dia or suitable size -3 Nos.
153	CI D/F Tee 250x250x200 mm dia or suitable size. -3 Nos.
154	D/F distance piece 200 mm dia. or suitable size 1.00 m. long - 3 Nos.
155	D/F distance piece 250 mm dia or suitable size . 1.50 m. long - 3 Nos.
156	D/F distance piece 250 mm dia or suitable size 3.00 m. long - 3 Nos.
157	Dismantling joint 200 mm dia or suitable size - 3 Nos.
158	Dismantling joint 250 mm dia or suitable size for common header - 1 No.Reflex valve 250mm dia or suitable size 1No.
159	Nut-bolts, bend,rubber packing (as required)
160	Any other Item required for proper installation of above pumps. - 1 Job.
161	CABLE FOR INCOMING PANEL & PUMPS :-
162	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.
163	EOT crane
164	Provision of E.O.T. crane of 3 Ton capacity along with gantry girder and chainpully block and geared trolly suitable for span and 12 meter or suitable higher capacity clear lift complete in all respect for circular pump house, suitable for travelling length.
165	POWER WIRING :
166	Power wiring complete for L.T. panel, starter and for 3 No. pump set etc all complete.
167	EARTHING :
168	Provision for double plate earthing for 3 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.
169	PAINTING
170	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.
171	INSTALLATION OF \\" SCADA\\"
172	Installation of SCADA system, to control the 3 set of pumping plant including testing and commissioning etc.
173	INSTALLATION AND COMMISSIONING
174	Installation and commissioining of all 3 no.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 commissioning of pumping plant.
175	Electrification for pump house and premises.
176	Electrification of pump house and campus with copper conductor wire concealed with the all material laboure etc.
177	Fire Extinguisher capasity 4.5 Kg co2
178	12.5 mm thick electric resistance rubber sheet as per BIS for LT Panels
179	Supply and fixing of exhaust fans of 18\\" size 1450rpm of GEC/equivalent make complete in all respect.
180	Pole mounted solar based LED light (As per SOR 2018)
181	PUMPING PLANTSupply of Desilting pump set,nut bolt ,rubber packing etc. LPM - 250 Head - 40,(1W+1S)
182	SWITCH GEAR WITH starter
183	Supply of suitable capacity stater for above pump set
184	supply of 1100 volt grade copper submersible cable 3x16mm
185	MS column pipe 100mm Dai or suitable size.
186	CI/DF Sluice valve 100mm Dai or suitable size
187	CI/DF Reflex valve 100mm dai or suitable size
188	CI/DF Bend 100 mm dai or suitable size
189	SS guide pipe of 40mm dai. or suitable size
190	Dismentaling joint 100 mm
191	Pressure gauge with stop cock.
192	Installation ,testing and commissioning of pumping plant.
193	At C.W.R. WATER TREATMENT PLANT CWR ZONE-1
194	PUMPING PLANTSupply of submerged VT/ submerged pumping plant along with suitable motor 415 volt ± 10%, 3phase,50 Hz AC supply with required size and lenghth, Column pipe, Foundation, guide pipe, Auto coupling arrangement if required and other necessary accessories to complete the work, capacity LPM - 2200 Head-50 M (both tentative it will be decided as per site condition)
195	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
196	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 etc.
197	Intelegent Energy meter with memory RTC and 2 serial parts integrated with RTU
198	Motor operated sluice valve with actuator complete in all respect-
199	Electric motor operated sluice valve 150 mm dia or suitable size along with actuator for delivery pipe of pump.
200	Electric motor operated sluice valve 250mm dia or suitable size along with actuator for common header.
201	Auto phase reversal unit suitable with inbuilt time delay & enclose of 100 Amp rating or suitable rating.
202	Rador type level sensor for CWR.
203	Pressure Transmitter with manual pressure gauge at each pump and common header.
204	CE/UL certifiedd 7 inch HMI touch screen suitable to communication with PLC/RTU for local display and control.
205	Security serveilliance camera IP with recorder
206	CE/UL certified Radar type Level Transmitter for OHT
207	Isolation transformer & surge arrestor.
208	Cable (1.5sq mm, 10cx1sq mm, 2cx1sq mm other required itmes for installation of SCADA system.
209	ELECTRO MAGNETIC FLOW METER
210	Provision of Electro magnetic flow meter suitable to measure the water suitable discharge be fitted in common header of 250 mm dia or suitable size having following specification
211	FLOW SENSOR
212	Type - Pulsed DC
213	End connection- Flanged of Carbon steel
214	Flange rating - PN 16 size 250 mm. or suitable size
215	Electrode - SS 316
216	Lining Material - Hard rubber
217	Protection category - IP 68
218	Measuring Accuracy- + 5% of measured
219	Sensor Housing - SS 304 with fully welded construction
220	Connection/ Junction Box - SS 304
221	Earthing only grounding rings required
222	FLOW TANSMITTER CONVERTOR
223	Type - Micro processor based modular desing
224	Display - 3 line back lit LDC for indication of actual flow rate forward reverse sum totolizer.
225	Protection category - IP 65
226	Enclosure - DI - Cast Aluminium with poly urethan with glass window.
227	Programming- Through three key pad as front facia.
228	Power Supply - 230 volt 50 HZ AC
229	Cable Gland - ½ NPT
230	Mounting - Wall mounted
231	Maximum Sepration - Upto 300 m between sensor and transmeter without any signal boosters.
232	Terminals - shock-Hazard-protected push lock terminal.
233	Error Indetification : 0.3, 6/22 MA
234	Flow Indicator Totalizer - 3½ digit IED display with 6 digit electro mechanical Totalizer.
235	MAIN PIPING & VALVES INCLUDING COMMON HEADER :-
236	Size of Delivery of pump 150mm dia length or as per site requirement
237	Size of Common header of 250mm dia. Length or as per site requirement
238	Supply of following
239	CI D/F Reflux Valve 150 mm dia or suitable size - 3 Nos.
240	CI D/F Tee 250x250x150 mm dia or suitable size. - 3 Nos.
241	D/F distance piece 150 mm dia. 1.00 m. long - 3 Nos.
242	D/F distance piece 250 mm dia. 1.50 m. long - 3 Nos.
243	D/F distance piece 250 mm dia. 3.00 m. long - 3 Nos.
244	Dismantling joint 150 mm dia or suitable size - 3 Nos.
245	Dismantling joint 250 mm dia or suitable size for common header - 1 No.,Reflex valve 250mm dia 1No.
246	Nut-bolts, rubber packing (as required)
247	Any other Item required for proper installation of above pumps. - 1 Job.
248	POWER WIRING CABLE FOR INCOMING PANEL & PUMPS :-
249	Supply and laying of 1100 volt grade 70 mm2 x 3½ 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.
250	EARTHING :
251	Provision for double plate earthing for 3 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.
252	EOT crane
253	Provision of E.O.T. crane of 2 Ton capacity along with gantry girder and chainpully block and geared trolly suitable for span and 6 meter or suitable highter clear lift complete in all respect for circular pump house, suitable for travelling length.
254	PAINTING
255	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.
256	INSTALLATION OF \\" SCADA\\"
257	Installation of SCADA system, to controle the 3 set of pumping plant including testing and commissioning etc.
258	INSTALLATION AND COMMISSIONING
259	Installation of all 3 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.
260	Pole mounted solar based LED light For WTP Campus (As per SOR 2018)
261	C.W.R. ZONE-1 to OHT Zone-1
262	PUMPING PLANTSupply of submerged VT/ submerged pumping plant along with suitable motor 415 volt ± 10%, 3phase,50 Hz AC supply with required size and lenghth, Column pipe, Foundation, guide pipe, Auto coupling arrangement if required and other necessary accessories to complete the work, capacity LPM - 3100 Head-40 M (both tentative it will be decided as per site condition)
263	CE/UL certified PLC/RTU with redundant CPU and power supply in IP 54 enclosure suitable to communicate with GSM based modem unit with redundant 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 station specified in tender document
264	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.
265	Intelegent Energy meter with memory RTC and 2 serial parts integrated with RTU
266	Motor operated sluice valve with actuator complete in all respect-
267	Electric motor operated sluice valve 200 mm dia along with actuator for delivery pipe of pump.
268	Electric motor operated sluice valve 200 mm dia along with actuator for common header.
269	Auto phase reversal unit suitable with inbuilt time delay & enclose of 100 Amp rating or suitable rating.
270	Rador type level sensor
271	CE/UL certifiedd 7 inch HMI touch screen suitable to communication with PLC/RTU for local display and control.
272	Security serveilliance camera IP with recorder
273	Isolation transformer & surge arrestor.
274	Pressure Transmitter with manual pressure gauge at each pump and common header - 3 Nos
275	Complete cabling for 8 no. pump set and other required itmes .
276	ELECTRO MAGNETIC FLOW METER
277	Provision of Electro magnetic flow meter suitable to measure the water discharge to be fitted in common header of 200 mm dia or suitable size having following specification
278	FLOW SENSOR
279	Type - Pulsed DC
280	End connection- Flanged of Carbon steel
281	Flange rating - PN 16 size 200 mm.
282	Electrode - SS 316
283	Lining Material - Hard rubber
284	Protection category - IP 68
285	Measuring Accuracy- + 5% of measured
286	Valve inclusive of linearity repeatability pressure effect and Hystrusues between 1 to 3 meter per second.
287	Sensor Housing - SS 304 with fully welded construction
288	Connection/ Junction Box - SS 304
289	Earthing only grounding rings required
290	FLOW TANSMITTER CONVERTOR
291	Type - Micro processor based modular desing
292	Display - 3 line back lit LDC for indication of actual flow rate forward reverse sum totolizer.
293	Protection category - IP 65
294	Enclosure - DI - Cast Aluminium with poly urethan with glass window.
295	Programming- Through three key pad as front facia.
296	Power Supply - 230 volt 50 HZ AC
297	Cable Gland - ½ NPT
298	Mounting - Wall mounted
299	Maximum Sepration - Upto 300 m between sensor and transmeter without any signal boosters.
300	Terminals - shock-Hazard-protected push lock terminal.
301	Error Indetification : 0.3, 6/22 MA
302	Flow Indicator Totalizer - 3½ digit IED display with 6 digit electro mechanical Totalizer.
303	MAIN PIPING & VALVES INCLUDING COMMON HEADER :-
304	Size of Delivery of pump 200mm dia length or as per site requirement
305	Size of Common header of 200mm dia. Length or as per site requirement
306	Supply of following
307	CI D/F Reflux Valve 200 mm dia or suitable size - 2 Nos.
308	CI D/F Tee 200x200x200 mm dia or suitable size. - 2 Nos.
309	D/F distance piece 200 mm dia or suitable size. 1.00 m. long - 2 Nos.
310	D/F distance piece 200 mm dia or suitable size. 1.50 m. long - 2 Nos.
311	D/F distance piece 200 mm dia or suitable size. 3.00 m. long - 2 Nos.
312	Dismantling joint 200 mm dia or suitable size. - 2 Nos.
313	Dismantling joint 200 mm dia or suitable size for common header - 1 No.Reflex valve 200mm dia or suitable size 1 No.
314	Nut-bolts, Bend ,rubber packing (as required)
315	Any other Item required for proper installation of above pumps. - 1 Job.
316	CABLE FOR INCOMING PANEL & PUMPS :-
317	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.
318	EARTHING :
319	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.
320	PAINTING
321	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.
322	INSTALLATION OF \\" SCADA\\"
323	Installation of SCADA system, to controle the 4 set of pumping plant including testing and commissioning etc.
324	INSTALLATION AND COMMISSIONING
325	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.
326	Pole mounted solar based LED light For Campus (As per SOR 2018)
327	CWR ZONE 1 FOR OHT ZONE-2
328	PUMPING PLANTSupply of submerged VT/ submerged pumping plant along with suitable motor 415 volt ± 10%, 3phase,50 Hz AC supply with required size and lenghth, Column pipe, Foundation, guide pipe, Auto coupling arrangement if required and other necessary accessories to complete the work, capacity LPM - 900 Head-40 M (both tentative it will be decided as per site condition)
329	Motor operated sluice valve with actuator complete in all respect-
330	Size of Delivery of pump 100mm dia length or as per site requirement
331	Size of Common header of 100mm dia. Length or as per site requirement
332	Pressure Transmitter with manual pressure gauge at each pump and common header - 3 Nos
333	Rador type level sensor
334	ELECTRO MAGNETIC FLOW METER
335	Provision of Electro magnetic flow meter suitable to meassure the sutabile discharge to be fitted in common header of suitable size having following specification complete in all respect.
336	FLOW SENSOR
337	Type - Pulsed DC
338	End connection- Flanged of Carbon steel
339	Flange rating - PN 16 size 100 mm.
340	Electrode - SS 316
341	Lining Material - Hard rubber
342	Protection category - IP 68
343	Measuring Accuracy- + 5% of measured
344	Valve inclusive of linearity repeatability pressure effect and Hystrusues between 1 to 3 meter per second.
345	Sensor Housing - SS 304 with fully welded construction
346	Connection/ Junction Box - SS 304
347	Earthing only grounding rings required
348	FLOW TANSMITTER CONVERTOR
349	Type - Micro processor based modular desing
350	Display - 3 line back lit LDC for indication of actual flow rate forward reverse sum totolizer.
351	Protection category - IP 65
352	Enclosure - DI - Cast Aluminium with poly urethan with glass window.
353	Programming- Through three key pad as front facia.
354	Power Supply - 230 volt 50 HZ AC
355	Cable Gland - ½ NPT
356	Mounting - Wall mounted
357	Maximum Sepration - Upto 300 m between sensor and transmeter without any signal boosters.
358	Terminals - shock-Hazard-protected push lock terminal.
359	Error Indetification : 0.3, 6/22 MA
360	Flow Indicator Totalizer - 3½ digit IED display with 6 digit electro mechanical Totalizer.
361	MAIN PIPING & VALVES INCLUDING COMMON HEADER :-
362	Size of Delivery of pump 100mm dia length or as per site requirement
363	Size of Common header of 100mm dia. Length or as per site requirement
364	Supply of following
365	CI D/F Reflux Valve 100 mm dia or suitable size - 2 Nos.
366	CI D/F tee 100x100x100 mm dia or suitable size. - 2 Nos.
367	D/F distance piece 100 mm dia or suitable size. 1.00 m. long - 2 Nos.
368	D/F distance piece 100 mm dia or suitable size. 1.50 m. long - 2 Nos.
369	D/F distance piece 100 mm dia. or suitable size 3.00 m. long - 2 Nos.
370	Dismantling joint 100 mm dia or suitable size. - 1 Nos.
371	Dismantling joint 100 mm dia. or suitable size - 1 No.Reflex valve 150mm dia 1No.
372	Nut-bolts, bend,rubber packing ( as required)
373	Any other Item required for proper installation of above pumps. - 1 Job.
374	Accessories for pump house :
375	Fire extingushier cinfirming to BIS of 3 Kg Co2 gas type
376	12.5 mm/25mm thich electric resistance rubber sheet as per BIS for LT Panels
377	E.O.T CRANE
378	Provision of E.O.T. crane of 2 Ton capacity along with gantry girder and chainpully block and geared trolly suitable for span and 6 meter or highter rating clear lift complete in all respect for circular pump house, suitable for 6 meter travelling length.
379	CABLE FOR INCOMING PANEL & PUMPS :-
380	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.
381	EARTHING :
382	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.
383	Electrification for pump house and premises.
384	Electrification of pump house and campus with copper conductor wire concealed with the all material.
385	Supply and fixing of exhaust fans of 18\\" size 1450rpm of GEC/equivalent make complete in all respect.
386	PAINTING
387	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.
388	INSTALLATION AND COMMISSIONING
389	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.
390	At CWR ZONE 1 FOR OHT ZONE-3
391	PUMPING PLANTSupply of submerged VT/ submerged pumping plant along with suitable motor 415 volt ± 10%, 3phase,50 Hz AC supply with required size and lenghth, Column pipe, Foundation, guide pipe, Auto coupling arrangement if required and other necessary accessories to complete the work, capacity LPM - 850 Head-40 M (both tentative it will be decided as per site condition)
392	Motor operated sluice valve with actuator complete in all respect-
393	Electric motor operated sluice valve 100mm dia or suitable size along with actuator for delivery pipe of pump.
394	Electric motor operated sluice valve 100mm dia or suitable size along with actuator for common header.
395	Pressure Transmitter with manual pressure gauge at each pump and common header - 3 Nos
396	Rador type level sensor
397	ELECTRO MAGNETIC FLOW METER
398	Provision of Electro magnetic flow meter suitable to meassure the discharge upto 850 lpm and to be fitted in common header of 100 mm dia having following specification complete in all respect.
399	FLOW SENSOR
400	Type - Pulsed DC
401	End connection- Flanged of Carbon steel
402	Flange rating - PN 16 size 100 mm.
403	Electrode - SS 316
404	Lining Material - Hard rubber
405	Protection category - IP 68
406	Measuring Accuracy- + 5% of measured
407	Valve inclusive of linearity repeatability pressure effect and Hystrusues between 1 to 3 meter per second.
408	Sensor Housing - SS 304 with fully welded construction
409	Connection/ Junction Box - SS 304
410	Earthing only grounding rings required
411	FLOW TANSMITTER CONVERTOR
412	Type - Micro processor based modular desing
413	Display - 3 line back lit LDC for indication of actual flow rate forward reverse sum totolizer.
414	Protection category - IP 65
415	Enclosure - DI - Cast Aluminium with poly urethan with glass window.
416	Programming- Through three key pad as front facia.
417	Power Supply - 230 volt 50 HZ AC
418	Cable Gland - ½ NPT
419	Mounting - Wall mounted
420	Maximum Sepration - Upto 300 m between sensor and transmeter without any signal boosters.
421	Terminals - shock-Hazard-protected push lock terminal.
422	Error Indetification : 0.3, 6/22 MA
423	Flow Indicator Totalizer - 3½ digit IED display with 6 digit electro mechanical Totalizer.
424	MAIN PIPING & VALVES INCLUDING COMMON HEADER :-
425	Size of Delivery of pump 100mm dia or suitable size.Lenght 6.0 Mtr. for each pump. as per site requirement
426	Size of Common header of 100mm dia or suitable size, length as per site requirement
427	Supply of following
428	CI D/F Reflux Valve 100 mm dia or suitable size - 2 Nos.
429	CI D/F tee 100x100x100 mm dia. or suitable size - 2 Nos.
430	D/F distance piece 100 mm dia or suitable size. 1.00 m. long - 2 Nos.
431	D/F distance piece 100 mm dia or suitable size. 1.50 m. long - 2 Nos.
432	D/F distance piece 100 mm dia. or suitable size 3.00 m. long - 2 Nos.
433	Dismantling joint 100 mm dia. - 1 Nos.
434	Dismantling joint 100 mm dia. - 1 No.Reflex valve 100mm dia 1No.
435	Nut-bolts, bend,rubber packing ( as required)
436	Any other Item required for proper installation of above pumps. - 1 Job.
437	CABLE FOR INCOMING PANEL & PUMPS :-
438	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.
439	EARTHING :
440	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.
441	PAINTING
442	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.
443	INSTALLATION AND COMMISSIONING
444	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.
445	CWR ZONE 1 FOR OHT ZONE-4
446	PUMPING PLANTSupply of submerged VT/ submerged pumping plant along with suitable motor 415 volt ± 10%, 3phase,50 Hz AC supply with required size and lenghth, Column pipe, Foundation, guide pipe, Auto coupling arrangement if required and other necessary accessories to complete the work, capacity LPM - 1000 Head-40 M (both tentative it will be decided as per site condition)
447	Motor operated sluice valve with actuator complete in all respect-
448	Electric motor operated sluice valve 100mm dia or suitable size along with actuator for delivery pipe of pump.
449	Electric motor operated sluice valve 100mm dia or suitable size along with actuator for common header-2 Nos
450	Pressure Transmitter along with manual pressure gauge
451	Ultrasonic level sensor of 5 mtr. For RTU communication
452	ELECTRO MAGNETIC FLOW METER
453	Provision of Electro magnetic flow meter suitable to meassure the discharge upto be fitted in common header of 100 mm dia or suitable size having following specification complete in all respect.
454	FLOW SENSOR
455	Type - Pulsed DC
456	End connection- Flanged of Carbon steel
457	Flange rating - PN 16 size 100 mm.
458	Electrode - SS 316
459	Lining Material - Hard rubber
460	Protection category - IP 68
461	Measuring Accuracy- + 5% of measured
462	Valve inclusive of linearity repeatability pressure effect and Hystrusues between 1 to 3 meter per second.
463	Sensor Housing - SS 304 with fully welded construction
464	Connection/ Junction Box - SS 304
465	Earthing only grounding rings required
466	FLOW TANSMITTER CONVERTOR
467	Type - Micro processor based modular desing
468	Display - 3 line back lit LDC for indication of actual flow rate forward reverse sum totolizer.
469	Protection category - IP 65
470	Enclosure - DI - Cast Aluminium with poly urethan with glass window.
471	Programming- Through three key pad as front facia.
472	Power Supply - 230 volt 50 HZ AC
473	Cable Gland - ½ NPT
474	Mounting - Wall mounted
475	Maximum Sepration - Upto 300 m between sensor and transmeter without any signal boosters.
476	Terminals - shock-Hazard-protected push lock terminal.
477	Error Indetification : 0.3, 6/22 MA
478	Flow Indicator Totalizer - 3½ digit IED display with 6 digit electro mechanical Totalizer.
479	MAIN PIPING & VALVES INCLUDING COMMON HEADER :-
480	Size of Delivery of pump 100mm dia or suitable size Lenght 6.0 Mtr. for each pump.
481	Size of Common header of 100mm dia., or suitable size length as per site requirement
482	Supply of following
483	CI D/F Reflux Valve 100 mm dia or suitable size - 2 Nos.
484	CI D/F tee 100x100x100 mm dia. or suitable size - 2 Nos.
485	D/F distance piece 100 mm dia or suitable size. 1.00 m. long - 2 Nos.
486	D/F distance piece 100 mm dia. 1.50 m or suitable size. long - 2 Nos.
487	D/F distance piece 100 mm dia. 3.00 m. or suitable size long - 2 Nos.
488	Dismantling joint 100 mm dia. or suitable size - 1 Nos.
489	Dismantling joint 100 mm dia. or suitable size - 1 No.Reflex valve 100mm dia 1No.
490	Nut-bolts, bend,rubber packing ( as required)
491	Any other Item required for proper installation of above pumps. - 1 Job.
492	CABLE FOR INCOMING PANEL & PUMPS :-
493	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.
494	EARTHING :
495	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.
496	PAINTING
497	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.
498	INSTALLATION AND COMMISSIONING
499	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.
500	DMA Equipment At OHT Zone 1,

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Tender For Augmentation Of Chopan Nagar Panchayat Water Supply Scheme Dist. Sonbhadra, Chopan-Uttar Pradesh

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