Construction Testing and Commissioning of Rudrapur Water Supply Scheme Zone IV B for Ward No 4 Bhadaipura Partial 400 Kl 20m Staging OHT DI K9 Rising main DI K7 distribution system Tube Well Pump House and House service connection

Amount

Soil testing of proposed O.H.T. site by some reputed institute like I.I.T. Roorkee or equivalent & accordingly design and construction of 400 KL capacity, 20m staging RCC Over Head Tank with foundation considering seismic forces, including supply of all materials, labour, T&P etc. as required for proper completion of work and submission of detailed design/drawings before starting of the work. The earthquake resistant design must be in conformity with IS:456, IS:3370,IS:1893, IS:13932 & IS:13920 (latest versions) etc. Water retaining portion i.e. container of O.H.T. will be constructed in M-30 design mix concrete as per latest guidelines of BIS. The work also include.

One meter wide balcony around the tank at the middle ring beam (Junction of conical wall and containers vertical wall).

One meter wide RCC two columns stair case as an access to the top dome of the tank from ground level.

Supplying & fixing M.S. gate with locking arrangement on first landing to avoid access to the O.H.T. as per direction of Engineer-in-charge.

Supplying & fixing of 60cm, wide M.S. ladder from tope dome to the inside of the tank upto bottom dome of 50×50×6mm angle iron and 20mm dia plain M.S. bars @ 25 cm. C/C welded or riveted with suitable hand rail etc.

Supplying & fixing of 1200mm dia ventilator of 50×50×6mm angle iron fitted at the crown of top dome with mosquito proof wire mesh over expanded metal jali.

Supplying & fixing of 600×600mm M.S. Manhole cover of 5mm thick M.S. plate duly hinged with 50×50×6mm angle iron frame embedded in the top dome at appropriate place with locking arrangement shall be provided with overlap.

Supplying & fixing of Three rows of G.I. (medium) 20mm dia pipe railing with 50×50×6mm angle iron post of clear height 1.00m at a distance of 1.25m centre to centre around the balcony, top dome and along the stair case from ground level to top dome.

Supplying & fixing of water level indicator confirming to latest specifications & as per direction of engineer I/C

Supplying & fixing of lighting conductor arrangements including earthing as per latest I.S. code.

Supplying & fixing of 1 Nos. inlet of 200mm dia, 1 no.outlet of 250mm dia, washout of dia 200mm and over flow of dia 200mm of D.I.D/F (Class K-9) pipes and their sluice valves, (confirming to I.S.-780) duck foot bends on sutaible R.C.C. column based on raft foundation as per direction of Engineer- in- charge other special etc. including supply of all materials, necessarily required for jointing and erecting. The limits of pipe fixing shall be from dome of the tank to one meter outside the apron of the tank. Overflow pipe shall be vertical type at required position or otherwise specified. Also, construction of 1 Nos. inlet, 1 No. outlet & 1 No. washout/over flow chambers and their R.C.C. covers as per departmental type design. Complete in all respect as per the satisfaction of Engineer-in-charge.

Supplying & Clamping the vertical pipe with M.S. clamps of size 50×6mm at 1.50M C/C.

Filling the tank as many times as required with water and testing for water tightness and making it water tight, water for testing the tank shall be arranged by the contractor.

Supplying & Painting the outlet inlet, washout and over flow pipe with one coat of oxide primer (Asian, Berger, Nerolac etc.) and two coats of paint of approved quality (Asian, Berger, Nerolac etc.) and shade.

Supplying & Painting the entire tank with three coats of (including base coat) exterior weather coat Apex or equivalent of Asian, Berger, Nerolac etc. of approved quality and shade as per direction of the Engineer-In-charges.

Supplying & Painting the balcony and staircase railing and M.S. Manhole cover, ventilator angle iron posts with one coat of oxide primer (Asian, Berger, Nerolac etc.) and two coats of paint of approved quality (Asian, Berger, Nerolac etc.) and shade.

Supplying & Filling of earth, ramming and watering the earth upto the plinth level which will be about 1.00 M above from natural ground level for construction floor & projecting one meter form the tank columns and 1 M wide apron with suitable drain. Floor shall be 40mm thick P.C.C. 1:2:4 over 80 mm thick P.C.C. 1:4:8 at floor of the tank with suitable glass strips. 230 mm thick masonary walls in 1:6 cement sand mortar requires to raise ground level to plinth level including all materials etc.

Providing all materials , carting from site store to site of work, lowering into trenches with true to alignment , Laying & Jointing of full lenght S&S Centrifugally cast (spun) Ductile iron pipes including supply of "EPDM " rubber gaskets conforming to IS : 5382 (latest version) with testing of pipe line complete. DI K-9 pipe (Rising Main)

200mm dia - D.I. K-9 Pipe

Providing of all materials, carting from site store to site of work, lowering into trenches with true to alignment, laying & jointing of full length S&S centrifugally cast (spun) ductile iron pipes including supply of 'EPDM' rubber gaskets confirming to IS:5382 (latest version) with testing of pipe line complete. D.I. pipe S&S K-7 (Distribution System)

Excavation in Ordinary Soil (loams, clay, sand) for pipe line trenches including lift up to 1.5 m and lead up to 30 m with back filling, watering and ramming of excavated earth in the trenches.

Providing and fixing D.I. sluice valves (with cap) complete with bolts, nuts, rubber insertions etc.

80 mm diameter (Class II)

100 mm diameter (Class II)

125 mm diameter (Class II)

Constructing Masonry Chamber 60×60×120 cm. inside in brick masonry in cement mortar 1:4 for sluice valve with pre cost R.C.C. manhole cover and frame required shape and approved quality EHD 35 circular type 560mm internal dia.

Constructing masonry Chamber size 1.00×1.20×1.50m inside in brick masonry in cement mortar 1:4 for sluice valve with pre cost R.C.C. manhole cover and frame required shape and approved quality EHD 35 circular type 560mm internal dia and 200 mm thick RCC top slab 1:1.5:3 mix (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size ), i/c necessary excavation, foundation concrete 1:4:8 (1 cement : 4 fine sand : 8 graded stone aggregate 40 mm nominal size) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12 mm thick, finished with a floating coat of neat cement complete as per standard design : with F.P.S. bricks.

Providing and fixing C.I. double acting air valve (confirming to relevant I.S. specification) of approved quality with bolts, nuts, rubber insertions etc. complete : 100 mm dia

Providing & Laying D.I. Special of class K-12 suitable for push-on jointing as per IS: 9523 (latest version)

Providing and fixing enclosed type water meter (bulk type) conforming to IS : 2373 and tested by laboratory complete with bolts, nuts, rubber insertions etc. : 150 mm dia nominal bore.

Providing & Fixing stand post type fire hydrant with 80mm dia fire hydrant valve(Bronze) confirming to IS:5290 (Flanged) including up to 6m G.I. Pipe (medium) 80mm dia & lowering them into trenches and fixing the same on water supply line including cost of valves, specials labour T&P complete in all respect & fabricating & fixing M.S. box with locking arrangement but excluding the cost of excavation.

Constructing masonry Chamber size 0.60×0.60×1.20m with first class brick for Air valve/ Fire Hydrant with a floating coat of neat cement complete as per standard design with.Extra Heavy Duty Circular type 560mm internal dia Manhole cover with frame including supply of all material, labour T&P etc required for proper completion of work

Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate of 20 mm nominal size)

Centering and shuttering including strutting, propping etc. and removal of form work for : Foundations, footings, bases for columns.

Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete. Reinforcement for R.C.C. Work Using TMT Bars

Disposal of road rubbish/malba/surplus earth/similar unserviceable, dismantled or waste materials by mechanical means, including loading, transporting, unloading to approved municipal dumping ground or as approved by Engineer-in-charge, beyond 50 m initial lead, for all leads including all lifts involved.

Dismantling and reinstatement of road surface for laying of pipe line including sorting out of serviceable materials and disposal of unserviceable materials.

Dismantling of Structures - Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per Technical Specification Clause 202- Cement Concrete

Taking out existing CC interlocking paver blocks from footpath/ central verge, including removal of rubbish etc., disposal of unserviceable material to the dumping ground and stacking of serviceable material within 50 metre lead as per direction of Engineer-in-Charge.

Demolishing dry brick pitching in floors, drains etc. including stacking serviceable material and disposal of unserviceable material within 50 metres lead :

Concrete with cement, coarse sand and 40 mm gauge stone ballast in proportion 1:4:8 in foundations and floors including supply of all material, labour and T&P etc. required for proper completion of the work. as per drawings and technical specifications Clause 802, 803, 1202 & 1203

Cement Concrete (PCC M-30) Pavement:-Construction of Un-reinforced, Cement concrete pavement, thickness as per design, over a prepeared sub base with 43 grade cement or any other type PCC Grade M-30, coarse and fine aggregates conforming to IS: 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less then 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (Steel channel, laying and fixing of wedges, steel plates including levelling the formwork and laying and fixing of 125 micron thick polythene film, as per drawing), spreading the concrete with shovels, rakes, compacted using needle, and plate vibrators, finished in continuous operation and curing of concrete slabs for 14 days, using curing compound where specified and water finishing to lines and grade as per drawings and technical specifications.

Brick on edge pavement with straight overburnt bricks laid on edge including preparation of subgrade to prescribed camberand including supply of briks, fillingj oints with local sand and spreading blinding coat 1cm (3/8")depth of local sand over the entire surface and including supply of all materials, labour and T&P etc. required for proper completion of the work.

Laying old cement cocrete interlocking paver blocks of any design/ shape laid in required line, level, curvature, colour and pattern over and including 50 mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineerin-charge. (Old cement cocrete interlocking paver blocks to be used)

Providing and laying 80mm thick factory made cement concrete interlocking paver block of M -30 grade made by block making machine with strong vibratory compaction, of approved size, design & shape, laid in required colour and pattern over and including 50mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineer-in-charge.

Laying of brick on edge pavement by old Bricks for Ist stage reinstatement (old brick obtained from the site shall be used) and preparing the surface complete as per direction of engineer in charge.

Laying old cement cocrete interlocking paver blocks (Tiles) for Ist stage reinstatement on pipe line trenches laid in required line and level as per existing surface etc. all complete as per the direction of Engineer-in-charge. (Existing C.C. Interlocking tiles to be used

Supply of all material, labour T&P etc. and provide Nala and Culvert crossing up to 60cm wide for laying of pipe line as per direction of engineer-in-charge.

Supply of all material, labour T&P etc. and provide Nala and Culvert crossing above 90cm wide for laying of pipe line as per direction of engineer-in-charge.

House Service Connection

Providing of Brass Ferrule of pressure rating PN 10. Material to comply with IS 319 grade ½. Connection threading IS:554 BSPT , ISO:7-1

Making ferrule connection in the existing main of D.I., G.I, A.C, PVC or any type of pressure mains with saddle piece, service connections, fittings and fixing of G.M. ferrule including tapping the main, but excluding the cost of earth work and cost of all materials. Ferrule Connection (Labour cost only)

Providing of Clamp saddles should be Non corrosive Engineering Plastic body moulded with Stainless steel threaded metal insert for tapping outlet. Clamp saddles for service connection from water distribution mains shall be of wrap around design, wide skirt and wide straps support, which shall reinforce the pipe while providing excellent stability to the saddle. Clamp Saddles for service connections shall be of fastened strap type with threaded (as per IS:554) (latest version) female outlet of Stainless steel for service connection. The design of the saddle body should be such that, the service connection outlet metal insert shall project out towards pipe side and align with the hole drilled on the pipe to ensure positive locking against rocking or creeping on the pipe, as might be caused by vibration, pressure or excessive external loading. Saddle Seal shall be of virgin rubber SBR Grade 30 / NBR (NSF 61 approved). It shall be of type pressure activated hydro-mechanical design. It shall be contoured gasket to provide a positive initial seal which increases with increase in the line pressure. Saddle straps shall be made of plastic with or without metal reinforcement depending on size and injection molded to prevent galvanic corrosion over the long service life. For 80mm to 400mm dia D.I. Pipe.

Providing & Fixing of 20 mm dia PP Compression Metal Insert Female Thread Adaptor with SS304 material with BSP Threads as per ISO 14236 standard. Body, Nut / Cap –Polypropylene, Clip Ring-POM (Acetylic resin ),Packing bush- Polypropylene, “O” ring – NBR. Pressure rating will be PN 16.The Compression fittings for intended for conveyance of Potable water for Human consumption to be tested to comply with BS 6920 specifications in any of the NABL laboratories and certificate of compliance to be produced.

Providing & Fixing of 20 mm dia Double Compression Elbow with Body, Nut / Cap –Polypropylene, Clip Ring-POM (Acetylic resin ),Packing bush- Polypropylene, “O” ring – NBR. Pressure rating will be PN 16.The Compression fittings for intended for conveyance of Potable water for Human consumption to be tested to comply with BS 6920 specifications in any of the NABL laboratories and certificate of compliance to be produced.

Providing and fixing MDPE PE 80 Blue Pipe PN 16 for 20mm dia. (Make- Duraline, Ashirwad, Astral, Oriplast, Jain Irrigation)

Providing & Fixing of 20mm dia UPVC Ball Valves, with compression- female threaded Body, Nut / Cap –Polypropylene, Clip Ring-POM (Acetylic resin),Packing bush- Polypropylene, “O” ring – NBR. Pressure rating will be PN 16.The Compression fittings for intended for conveyance of Potable water for Human consumption to be tested to comply with BS 6920 specifications in any of the NABL laboratories and certificate of compliance to be produced.

PUMP HOUSE, BOUNDARY WALL, APPROACH ROAD , GATE AND OTHER WORKS

Excavation work by machanical means (Hydraulic excavator)/ manual means in foundation trenches or drains not exceeding 1.5 m in width or 10sqm. On plan including dressing of sides and ramming of bottoms lift upto 1.5m, including getting out the excavated earth and disposal of surplus excavated soils as directed, within a lead of 50m. All kinds of earth.

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level 1:4:8 (1 Cement : 4 coarse sand : 8 graded stone aggregate of 40 mm nominal size).

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level 1:2:4 (1 Cement : 2 coarse sand : 4 graded stone aggregate of 20 mm nominal size).

Reinforced cement concrete work in walls (any thickness), including attached plasters, buttresses, plinth and string cources, fillets, columns, pillars, piers, abutments,posts and struts etc. upto plinth level excluding cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.50 coarse sand : 3 graded stone aggregate of 20mm nominal size)

Reinforced cement concrete work in walls (any thickness), including attached plasters, buttresses, plinth and string cources, fillets, columns, pillars, piers, abutments,posts and struts etc. upto floor five level excluding cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.50 coarse sand : 3 graded stone aggregate of 20mm nominal size)

Centring and shuttering including strutting, ropping etc and removal of form for

Foundations, footings, bases for columns, etc. for mass concreate.

Columns, pillars, piers, abutments, posts and struts

Lintels, beams, plinth beams, girders, bressmers and cantilevers

Suspended floor & roof slab etc.

Reinforcement for R.C.C. work including straightening, cutting, bending placing in position and binding all complete. Reinforcement for R.C.C. Work Using Thermo-Mechanically Treated Bars.

Brick work with F.P.S. bricks of class designation 75 in foundation & plinth in 1:6 (1 cement : 6 coarse sand)

Brick work with F.P.S. bricks of class designation 75 in superstructure above plinth level upto floor V level in all shapes and sizes in 1:6 (1 cement : 6 coarse sand)

15 mm thick cement plaster of mix 1:6 ((1 Cement : 6 fine sand)

12 mm thick cement plaster of mix 1:6 ((1 Cement : 6 fine sand)

15 mm cement plaster on rough side of single or half brick wall finished with a floating coat of neat cement of mix : 1:3 (1 cement: 3 fine sand).

Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives of required shade (Make Asian, Berger, Nerolac etc.) : New work (Two or more coats applied @ 1.43 ltr/ 10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/ 10 sqm) (Make Asian, Berger, Nerolac etc.)

Finishing with Deluxe Multi surface paint system for interiors and exteriors using Primer as per manufacturers specifications :Two or more coats applied on walls @ 1.25 ltr/10 sqm over and including one coat of Special primer applied @ 0.75 ltr /10 sqm (Make Asian, Berger, Nerolac etc.)

Painting wood / Steel work with Deluxe Multi Surface Paint of required shade. Two or more coat applied @0.90 ltr/10 sqm over an under coat of primer applied @0.75 ltr/ 10 sqm (Make Asian, Berger, Nerolac etc.)

Steel work welded in built up section/framed work including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using steel etc. as required. In gratings, frames, guard bar, ladder, railings, brackets,gates and similar works.

Providing and fixing 1mm thick M.S. sheet door with frame of 40x40x6 mm angle iron and 3 mm M.S. gusset plates at the junctions and corners, all necessary fittings complete, including applying a priming coat of approved steel primer. Using flats 30x6mm for diagonal braces and central cross piece

Supplying and filling in plinth with local sand including watering, ramming, consolidating and dressing complete in proposed water works.

Providing and laying integral cement based water proofing treatment including preparation of surface as required for treatment of roofs, balconies, terraces etc consisting of following operations: (a) Applying a slurry coat of neat cement using 2.75 kg/sqm. of cement admixed with water proofing compound conforming to IS. 2645 and approved by Engineer-in-charge over the RCC slab including adjoining walls upto 300mm height including cleaning the surface before treatment. (b) Laying brick bats with mortar using broken bricks/brick bats 25 mm to 115mm size with 50% of cement mortar 1:5 (1 cement : 5 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge over 20 mm thick layer of cement mortar of mix 1:5 (1 cement :5 coarse sand ) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge to required slope and treating similarly the adjoining walls upto 300 mm height including rounding of junctions of walls and slabs (c) After two days of proper curing applying a second coat of cement slurry using 2.75kg/ sqm of cement admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge. (d) Finishing the surface with 20 mm thick jointless cement mortar of mix 1:4 (1 cement :4 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge including laying glass fibre cloth of approved quality in top layer of plaster and finally finishing the surface with trowel with neat cement slurry and making pattern of 300x300 mm square 3mm deep. (e) The whole terrace so finished shall be for final test. All above operations to be done in order and as directed and specified by the Engineer-in-Charge : With average thickness of 120mm and minimum thickness at khurra as 65 mm mm square 3mm deep. (e) The whole terrace so finished shall be flooded with water for a minimum period of two weeks for curing and for final test.

Cement concrete flooring 1:2:4 (1 cement: 2 coarse sand : 4 graded stone aggregate) finished with a floating coat of neat cement including cement slurry, but excluding the cost of nosing of steps etc. complete. 40mm thick with 20mm nominal size stone aggregate.

Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion, (i) Single socketed pipes. 110 mm outer diameter

Treatment of earth under Proposed existing floors using chemical emulsion @ one liter per hole, 300 mm apart including drilling 12 mm diameter holes and plugging with cement (1 cement : 2 Coarse sand) to match the existing floor :mortar 1 :2 With Chlorpyriphos/Lindane E.C. 20% with 1% concentration

Supply of all materials, labour T&P etc. required for construction of 15mm dia S.C. drain.

Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m.

Electrical:- Construction of 300x200mm dia 200mtr deep tubewell One No.

Construction of Tubewell as per IS Code- IS2800 (Part-1) - 2001 & testing of tubewell as per IS Code- IS2800 (Part-2) - 1999.

Mathod of Drilling Specified by Bidder

Transportation of heavy duly drilling machine with all T&P & accessories and connected T&P and plant upto the site i.e. for each tubewell.

Drilling of bore upto 150 mtr depth below ground leval in all type of soil/ under ground condition with DC/RC ring machine or suitable method suitable to discharge as desired with desired bore dia as per instruction of Engineer- in- charge

Drilling of bore upto 200 mtr depth below ground leval in all type of soil/ under ground condition with DC/RC ring machine or suitable method suitable to discharge as desired with desired bore dia as per instruction of Engineer- in- charge

Supply & Lowering of tubewell assembly 300 mm dia & 200mm dia, 7.9mm thick MSERW pipe confirming to to IS code IS code IS 4270 or latest amended with maintaining the verticality of assembly and welding/ jointing properly as per direction of Engineer-in –charge.(pipe make-Jindal, Swastik, TATA)

300 mm dia MSERW plain pipe 7.9mm thick.

200 mm dia MSERW plain pipe 7.9 mm thick.

200 m dia MSERW slotted pipe 7.9 mm thick. (Solt as per IS Code IS8110:2000 in zigzag pattern)

Supply of 200x100mm size M.s Girder 4 mtr long for tubewell assembly

S/F of Bail plug to plug the tubewell at bottom with providing hook of suitable dia. (Parameter shall be as per the assembly)

S/F of 300 mm dia MS clamp with nuts & bolts

Supply of pea gravel confirming to IS code IS460-1962 and of 2.00 mm to 4.00 grit size.

Shrouding of pea gravel upto 200 mtr. BGL for each tubewell.

Development of Tubewell by air compressor 1400/1100 CFM, 350/250 psi and eduction line if required to get the sand free discharge as per IS Code- IS1189-1999

Development of tubewell with O.P. unit atlest for 60% over pumping than the required discharge including supply and installation of over pumping unit to get the sand free discharge.

Supply & fixing of 300 mm dia MS tubewell cap as per specification of assembly.

Reducer/enlarger 300mm*200mm of 7.9mm Thickness MS for use of Reducer /Enlarger

Logging with electronic/analog logging machine complete with logging graph in such a manner that clear drilling of required dept available at the time of lowring of assembly.

Chemical and bacteriological testing of water sample as per IS Code IS10500:2012 from NABL approved lab for all parameters.

Supply & Installation of 1200 L.P.M & 80 mtr. Head Pumping Plant & Accessories at Rudrapur Zone-4,T.W. (Pumping plant with great efficiency shall be offered to supply). The contractor has to give rate for given head and discharge and submit spacifications as required by the Nigam, However, In case the actual head at site changes within 10%(+ or -) either side, the contractor has to provide pump of required head and discharge at the same rate as already quoted by the firm and no extra payment will be made to the contractor for the above variation. moreover the contractor has to submit the revised spacification and design as required by the Nigam.

Supply of submersible pumping plant capable of delivering 1200 lpm discharge at 80mt. head with 10% shut off head including electric motor to be operated on 415 (+\-)10% volts,3 phase,50 C\s AC at 2900 RPM nominal speed along with submersible cable supplied by the manufacturer with pump.

Supply of spare pumping plant as above

Supply of electrical panel with fully automatic starter suitable to be operated on 415 (+\-)10% volts,3 phase with neutral 50 C/S AC with panel suitable for above pump set along with all safety devices i.e. single phase preventer, earth fault relay, electronic over load relay, over /under voltage relay & Auto phase reversal unit complete in all respect supplied by OEM only with copper strip for power wiring inside panel.

Supply & Installation of 1200 L.P.M Pumping Plant & Accessories at Rudrapur Zone-4B, T.W. (Pumping plant with great efficiency shall be offered to supply) additional for each head variation from 10% to 25% for each ± 10mtr head variation as detailed below :-

Supply of submersible pumping plant capable of delivering 1200 lpm discharge at 70mt. head with 10% shut off head including electric motor to be operated on 415 (+\-)10% volts,3 phase,50 C\s AC at 2900 RPM nominal speed along with submersible cable supplied by the manufacturer with pump. (considering head variation)

Supply of spare pumping plant as above

Supply of electrical panel with fully automatic starter suitable to be operated on 415 (+\-)10% volts,3 phase with neutral 50 C/S AC with panel suitable for above pump set along with all safety devices i.e. single phase preventer, earth fault relay, electronic over load relay, over /under voltage relay & Auto phase reversal unit complete in all respect supplied by OEM only with copper strip for power wiring inside panel.

Supply of submersible pumping plant capable of delivering 1200 lpm discharge at 60mt. head with 10% shut off head including electric motor to be operated on 415 (+\-)10% volts,3 phase,50 C\s AC at 2900 RPM nominal speed along with submersible cable supplied by the manufacturer with pump. (considering head variation)

Supply of spare pumping plant as above

Supply of electrical panel with fully automatic starter suitable to be operated on 415 (+\-)10% volts,3 phase with neutral 50 C/S AC with panel suitable for above pump set along with all safety devices i.e. single phase preventer, earth fault relay, electronic over load relay, over /under voltage relay & Auto phase reversal unit complete in all respect supplied by OEM only with copper strip for power wiring inside panel.

Supply of submersible pumping plant capable of delivering 1200 lpm discharge at 90mt. head with 10% shut off head including electric motor to be operated on 415 (+\-)10% volts,3 phase,50 C\s AC at 2900 RPM nominal speed along with submersible cable supplied by the manufacturer with pump. (considering head variation)

Supply of spare pumping plant as above

Supply of electrical panel with fully automatic starter suitable to be operated on 415 (+\-)10% volts,3 phase with neutral 50 C/S AC with panel suitable for above pump set along with all safety devices i.e. single phase preventer, earth fault relay, electronic over load relay, over /under voltage relay & Auto phase reversal unit complete in all respect supplied by OEM only with copper strip for power wiring inside panel.

Supply of submersible pumping plant capable of delivering 1200 lpm discharge at 60mt. head with 10% shut off head including electric motor to be operated on 415 (+\-)10% volts,3 phase,50 C\s AC at 2900 RPM nominal speed along with submersible cable supplied by the manufacturer with pump.

Supply of spare pumping plant as above

Supply of electrical panel with fully automatic starter suitable to be operated on 415 (+\-)10% volts,3 phase with neutral 50 C/S AC with panel suitable for above pump set along with all safety devices i.e. single phase preventer, earth fault relay, electronic over load relay, over /under voltage relay & Auto phase reversal unit complete in all respect supplied by OEM only with copper strip for power wiring inside panel.

Supply of 100 amp. 3 phase with neutral FN type main switch with HRC fuses.

Supply of 125 amp. 3 phase with neutral FN type main switch with HRC fuses. (considering head variation)

Supply of 160amp. 3 phase with neutral FN type main switch with HRC fuses. (considering head variation)

Supply of 63 amp. 3 phase with neutral FN type main switch with HRC fuses. (considering head variation)

Supply of power wiring and earthing material.

Supply of submersible copper cable 1x3x 16 sq.mm (Finolex/Havell’s make)

Supply of submersible copper cable 1x3x10 sq.mm (Finolex/Havell’s make) (considering head variation)

Supply of submersible copper cable 1x3x 25 sq.mm (Finolex/Havell’s make) (considering head variation)

Complete double loop earthing with copper plate of suitable size with earthing strips, charcoal, salt and Earthing material as per latest IS code along with funnel pipe for arrangement for watering as per IS Code- IS3043-1987.

Supply of main piping and valves of 150mm size having following items.

150 mm dia x 7.1 mm thick column pipe in 3 mt. length with interlocking arrangement 60 Mtrs. (Make: JINDAL/SWASTIK/TATA) as per IS Code- IS4270.

150mm dia CI D\f sluice valve with hand wheel - 2 Nos. (Make: IVC/KIRLOSKER)

150mm dia CI D\F reflux valve -1 No (Make: IVC/KIRLOSKER)

150x150x150mm dia Tee-1 No

150mm dia CI D\F bend-2 Nos.

150mm dia MS D\f pipe of 2.0 Mt. length- 2 Nos

Ventury –(150x75mm ) 1 No

150mm MS DI clamp heavy duty - 1 pair

MS TW Cap (150x300 mm)-1 No

Gauges(pressure gauge up to 10kg/cm2) -1 set

150mm dia MS distance piece 1.5 mtr. long.- 1 No.

Necessary nut, bolts and packing-1 Set

Supply of 3 ton capacity and 4.5 mt. lift chain pulley block tested on 150% Load (Make: INDEF)

Supply of necessary tools and spanners. (Make: TAPARIA/EVERST) detailed as per tender document.

Supply of rubber resistance insulated sheets 2M x 1M x 25mm thick confirming to IS:15652:2006

Supply of Chlorinator Dozer pump capacity: with range upto 2 lph, 6 kg/cm2 pressure to achieve desired PPM of chlorine as per norms along with:-

Injector and NRV with PVC pipes etc. (Make: MILTON ROY)

200 Ltr. Capacity PVC tank. (Make: SINTAX)

Starter cum panel for dozing pump.

Single phase automatic stabilizer. (Make: BLUEBIRD)

Chlorine testing kit complete.

Supply of Sodium hypo-chloride (Naocl) solution. (Make: PCPL)

Installation and commissioning of pumping plant and accessories inside the pump house including dozing pump complete in each & every respect .

Testing of pumping plants as following -

At works ( as per sehedule- E & other parametter)

at Site.

Stabilization of Pumping Plant including maintenance for six month with complete O&M

Painting of entire installation with 2 coats of super enamel paint as per direction of Engineer-in- charge .

Electrification of pump house at Rudrapur one number tubewell under Amrut Programme.

Wiring of Light Point/fan point/exhaust fan point/call bell point with 1.5sq.mm FRLS PVC insulatied copper conductor single core cable in surface/recessed medium class PVC conduit, with modular switch, modular plate, suitable GI box and earthing the point with 1.5sq.mm FRLS PVC insulated copper conductor single core cable etc. as required. (Group-C)

Wiring for light/power plug with 2x2.5sq.mm FRLS PVC insulated copper coductor single core cable in surface/recessed medium class PVC conduit along with1 No. 2.5 sq.mm FRLS PVC insulated copper conductor single core cable for loop earthing as required.

Supplying & fixing metal suitable size GI box with modular plate and cover in front on surface or in recess, including providing and fixing 6 pin 5/6 A & 15/16 A modular socket outlet and 15/16 A modular switch, connections, etc as required.

Supplying & fixing 3 pin 5 A ceiling rose on the existing junction box/wooden block including connections etc. as required.

Supplying & fixing brass batten/angle holder including connections etc. as required.

Installation, Testing & Commissioning of pre wired florescent tube light fitting with all accessories.

S/F of 5A-32A rating Circuit Breaker

Wiring for light/power plug with 2x4 sq.mm FRLS PVC insulated copper coductor single core cable in surface/recessed medium class PVC conduit along with1 No. 4 sq.mm FRLS PVC insulated copper conductor single core cable for loop earthing as required.

Supply of Box type 1x18 w LED tube

Supply of 8 Watt Led Bulb

S/F of 8 watt LED Bulkhead fitting

S/F Pf 45 W LED Street Light fitting complete.

SITC of Automation at Rudrapur one number tubewell under Amrut Programme.

GSM based Intelligent Remote Terminal Units (IRTU) with Analog and Digital parameters and features as specified to store and transmit data on GSM backbone to LMS. And also compatible to communication.

GSM Based wireless communication system capable to transfer data from remote sites control station with antenna.

Intelligent Energy Meter.

Valve actuator size 150mm.

Actuator panel

Isolation transformer

Electronic flow meter

HMI with Enabling & Development of mimics of process parameters for monitoring & control from site through HMI.

Hard wired timer

Over Voltage under Voltage

Cabling & conduiting (PVC) between Integrated RTU panel and field instruments as required for site (per tubewell)

Accessories -PVC Bend, AC & DC Relays with flexible Pipe Lugs, etc

Installation, Testing and commissioning.

Monthly Operation & maintenance of complete automation system along with all accessories of six month for each tubewell.

SITC of Servo Voltage Stabilizer at Rudrapur zone-4B one number tubewell under Amrut Programme.

Supply, Installation, testing and commissioning of 60 KVA oil cooled copper wounded auto operated outdoor Servo Voltage Stabilizer with (carbon bush system ) with the first fill of oil at Rudrapur zone-4B Tubewell Under Amrut Programme with following Specifications. (i) Capacity-60 KVA (ii) Input Voltage-300-480 Volt. 3 Phase & neutral (iii) Output Voltage-415±1% volt- 3 Phase & neutral. (iv) Frequency-50 Hz including all protection devices i.e. as following. (v) Protection:- High Voltage & Low Voltage cut off & overload short circuit . (vi) Using flat carbon brushes and dimmer state unit separate control panel, Plug and play Socket connected with flexible cable up to 20 ft. for increase of fixing at accessible place suitable for unbalance input voltage and unbalance current load efficiency should be good.

Supply, Installation, testing and commissioning of 45 KVA oil cooled copper wounded auto operated outdoor Servo Voltage Stabilizer with (carbon bush system ) with the first fill of oil at Rudrapur zone-4B Tubewell Under Amrut Programme with following Specifications. (Considering head variation) (i) Capacity-45 KVA (ii) Input Voltage-300-480 Volt. 3 Phase & neutral (iii) Output Voltage-415±1% volt- 3 Phase & neutral. (iv) Frequency-50 Hz including all protection devices i.e. as following. (v) Protection:- High Voltage & Low Voltage cut off & overload short circuit . (vi) Using flat carbon brushes and dimmer state unit separate control panel, Plug and play Socket connected with flexible cable up to 20 ft. for increase of fixing at accessible place suitable for unbalance input voltage and unbalance current load efficiency should be good.

Supply, Installation, testing and commissioning of 75 KVA oil cooled copper wounded auto operated outdoor Servo Voltage Stabilizer with (carbon bush system ) with the first fill of oil at Rudrapur zone-4B Tubewell Under Amrut Programme with following Specifications. (Considering head variation) (i) Capacity-75 KVA (ii) Input Voltage-300-480 Volt. 3 Phase & neutral (iii) Output Voltage-415±1% volt- 3 Phase & neutral. (iv) Frequency-50 Hz including all protection devices i.e. as following. (v) Protection:- High Voltage & Low Voltage cut off & overload short circuit . (vi) Using flat carbon brushes and dimmer state unit separate control panel, Plug and play Socket connected with flexible cable up to 20 ft. for increase of fixing at accessible place suitable for unbalance input voltage and unbalance current load efficiency should be good.

Testing of Servo Voltage Stabilizer at work with all parameter.

Double loop earthing of above equipment including supply of 25mmx5mm thick GI earth strips, 600mmx600mmx5mm thick GI earth plates, GI Boxes, funnels, pipes, earthing chamber etc. as required as latest IE rules including digging of pits, filling of charcoal and salt in pits complete in all respect.

M/S RSC INFRATECH DEVELOPERS LLP