Augmentation of Chopan Nagar Panchayat Water Supply Scheme Dist. Sonbhadra

Construction of Intakewell at bank of SONE RIVER Investigation, 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.

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).

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.

350 mm DI Pipe Class K-9

300 mm DI Pipe Class K-9

200 mm DI Pipe Class K-9

150 mm DI Pipe Class K-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.

350 mm

300 mm