Construction / Testing/ Commissioning of 1.0 MLD water treatment plant comprising of Civil/ Mechanical / Electrical components including piping from Zoorigund canal to WTP site at I/C Ompora Estate

Amount

Note: Contractor should Quote Rates with all taxes.

Earth work in excavation in foundation trenches or drains including dressing of sides and ramming of bottom lift up to 1.5m including back filling available earth in rooms and disposal of surface earth with lead of 100m from site as per direction of site engineer .

Providing and laying of stone soling/boulders (Hand Packed) including ramming, dressing and watering and carriage up to site. Including carraige from source to site

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 40mm nominal) crushed. Including carraige from source to site.

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering. All work up to plinth level. 1:3:6 (1 cement: 3 coarse sand: 6 graded stone aggregate20mm nominal) crushed. Including carraige from source to site.

Laying in position plain 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 20mm nominal size) Crushed

Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centering. shuttering, finishing and reinforcement-All work upto plinth level. 1.1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20mm nominal size)

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

Reinforced cement concrete work in beams suspended floors , roofs having slope upto 15 degree, landings balconies, shelves, chajjas, lintels, bands, plain window sills, staircase and spiral stair cases upto floor five level excluding the cost of centering , shuttering, finishing and rienforcement with in 1:1.5:3 (1 cement : 1.5 coarse sand: 3 graded crushed stone aggregate 20 mm nominal size)

Reinforcement of R.C.C work including straightening, cutting, bending, placing in position and binding all complete with TMT Bars.

Centering and Shuttering including strutting and propping etc and including removal of same (KIT PLY/MS Sheets). A) Foundations, footings bases of columns

B) Lintels, Beams, Plinth Beams, Girders, bressumers and cantilevers.

c) Columns, Pillars, Piers, Abutments, Posts and struts.

d) Suspended floors, roofs, landings, balconies and access platform

e) walls any thickness including attached pilasters, buttresses, plinth string course etc.

Boulder back fillling duly hand packed including ramming watering complete

Brick work with FPS bricks of class destination 75 in super structure above plinth up to floor 5th level in cement mortar 1:6 mix (1 Cement : 6 Fine Sand). Including carraige from source to site

15mm plaster in 1:4 mix on brick masonary walls. Including carraige from source to site (internal Plaster)

12mm plaster in 1:4 mix on brick masonary walls. Including carraige from source to site (External Plaster)

Providing and applying plaster of paris putty of 2mm thickness over plastered surface to prepare the surface even and smooth complete

Cement concrete flooring 1:2:4 (1cement: 2coarse sand 4graded stone aggregates) finished with a floating coat of neat cement including cement slurry, but excluding the cost of nosing of steps etc complete using 50mm thick 20mm nominal size crushed aggregates. Including carraige from source to site

Making plinth protection 50mm thick of cement concrete 1:3:6 1cement: 3coarse sand:6 aggregates with nominal size 20mmm over 75mm thick bed of boulders 40mm nominal size well rammed and consolidated and grouted with fine sand including finishing the top smooth. Including carraige from source to site

Finishing walls with textured exterior paint of required shade new work two or more coats applied at the rate 3.28litre per 10sqm over and including priming coat of exterior primer applied @ 2.20kg/10sqm.

Providing and fixing in position collapsible steel shutters with vertical channels 20x10x2mm and braced with flat iron diagonals 20x5 mm size with top and bottom rail of T -iron 40x40x6mm with 40mm dia, steel pulleys complete with bolts, nuts, locking arrangement, stoppers, handles, including applying a priming coat of approved steel primer.

Finishing with Epoxy paint (two or more coats) at all locations prepared and applied as per manufacturer's specifications including appropriate priming coat, preparation of surface, etc complete. On concrete work

Providing and fixing M.S. angle 50x50x5 mm to act as nosing with lugs of M.S. flat 10x5 mm 10 cm long larked at end 60 cm apart ( minimum three lugs to be provided) including necessary welding and applying a priming coat of approved primer on exposed surface etc. complete.

Providing and fixing aluminium chowkats for doors, windows, ventilators and partitions with extruded built up standard tubular sections/ appropriate Z sections and other sections of approved make conforming to IS: 733 and IS: 1285, fixing with dash fasteners of required dia and size, including necessary filling up the gaps at junctions, i.e. at top, bottom and sides with required EPDM rubber/ neoprene gasket etc. Aluminium sections shall be smooth, rust free, straight, mitred and jointed mechanically wherever required including cleat angle, Aluminium snap beading for glazing / paneling, C.P. brass / stainless steel screws, all complete as per architectural drawings and the directions of Engineer-in-charge. (Glazing, paneling and dash fasteners to be paid for separately). Polyester powder coated aluminium (minimum thickness of polyester powder coated 50 microns)

Providing and fixing glazing in aluminum door, window, ventilator shutters and partitions etc. with EPDM rubber / neoprene gasket etc complete as per the architectural drawings and the directions of engineerin- charge. (Cost of aluminum snap beading shall be paid in basic item.) With floating glass panes of 4.0 mm thickness (weight not less than 10.00 kg / sqm)

Providing and fixing aluminium tower bolts lSI marked anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour or shade with necessary screws etc. complete : 100x10 mm

Providing and fixing aluminium round shape handle of outer dia 100mm with SS screws etc. Complete as per direction of Engineer-in-charge Powder coated minimum thickness 50 micron aluminium

Providing and fixing lSI marked aluminium butt hinges lSI marked anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour or shade with necessary screws etc. complete 100x75x4 mm

Providind & Fixing stainless steel (Grade 304) railing made of Hollow tubes channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, including fixing the railing with necessaory accessories and stainless steel dash fasteners, stainless steel bolts etc., of required size on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-in-charhe. (for payment purpsoe only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc) complete as per architectural drawings

Supply and installation of satin finish stainless steel 304 stainless steel Posts having 100mm dia tube, erected with chemical grout to be fixed on the top of slab/skirting (Spigot Fixed) at corners complete, as manufactured by Dline or approved equivalent & shall be fixed above the finished level complete as per architectural drawings.

Structural steel work welded in built up sections trusses and framed work including cutting, hoisting, fixing in position and applying a coat of approved steel primer all complete.

Providing and fixing colour coated sheet roofing including vertical/curved surface fixed with polymer coated J or L hooks, bolts and nuts 8mm dia with bitumen and G.I. limpet washers filled with white lead and including a coat of approved steel primer and two coats of approved paint on overlapping of sheets complete (upto any pitch in horizontal/vertical or curved surface) excluding the cost of purlins, rafters and trusses including cutting to size and shape whatever required (0.50 mm thick ).

Providing ridges or hips of width 60cm overall width coloured G.S.sheets fixed with polymer coated J. or L hooks, bolts and nuts 8mm dia G. I. limpet and bitumen washers complete.

Providing valleys of 90cm wide overall in coloured G.S. sheets fixed with polymer coated J. or L. hooks, bolts and nuts 8 mm dia G I. limpet and bitumen washers complete.

Providing and laying of filter media as per instructions of site engineer, Gravel pack and sand of spcificied sizes.

Providing and Fixing of water proof ply 16mm thick for complete job including all jamb work.

Providing and laying of GI pipes of suitable sizes (assorted sizes ranging from 20mm to 40mm) for connecting the NIFT buildings to the water supply distribution network of Industrial Estate Ompora Budgam. The job includes earth work in excavation, laying of pipes, jointing using GI fittings like elbows, bends, reducers, tees, etc. back filling and consolidation as per site requirements and making the branch connections as per need, complete job, including the cost of pipes, fittings, tools tackles needed for the safe and successful execution of the job.

Supply, delivery to worksite, loading, unloading, stacking and fixing of manually operated resilient seated soft sealing Sluice valves for Isolation purpose with body, bonnet of ductile iron of minimum grade GGG40, wedge fully rubber lined with EPDM and seals of NBR and the valves should be of vaccum tight and 100% leak proof with face to face dimension as per IS 14846-2000, stem sealing should be with toroidal sealing rings (minimum 2 O rings). All the valves should be electrostatic powder coating both inside and outside with pocket less body passage. The valves shall be supplied with suitable size galvanized bolts and nuts of required numbers etc. complete with all lead and lifts. Flange end drill std. as per IS:9523 PN10 150 mm, PN 1.0 for 150mm dia. (Rising main/gravity main)

Supply, installation, testing and commissioning of Vertical Turbine pumps having all components manufactured as per relevant IS or ASTM specification for Raw Water. The pump sets shall have to be directly coupled onto Extended motor shaft. The pump shall be complete with NRV (02no.), Strainer (02no.), isolation valves (02no.) on suction and discharge side (Butterfly valves), base frame in MS construction of suitable specifications, suction header, delivery Header etc. The unit shall be connected to the main electical panel with suitable size electrical cabling as per requirement. (From Canal Lift to PST at RSFP Site. Overflow/Bypass line for Raw water Sump including 4" MS C Class Piping and Butterfly Valve/Gate Valve/MS Flanges/Nuts Bolts/ Rubber Washers from Header of Raw Water Pump to Raw Water Sump. GC Sheet 24 G Enclosure on all 4 sides and top side with MS Angle Iron of size 50x50x6 mm. Pump: Discharge: 2292 LPM Total Head: 125Ms. Level difference between Sump bottom and machine floor= 3750mm Material of construction: as per IS or ASTM code Delivery Head : 126.25m Electric Motor: Type: 3-phase Synchronous, 50 Hz, 415 V Rating: as per requirement No. of Stages : as per manufacturer for efficiency >>65% Insulation Class: "H"

Supply, installation, testing and commissioning of mono block / coupled centrifugal pumps having C.I. casing & impeller, Rotor Shaft AISI-410 for clear water. The pump sets shall have Volute Casing directly coupled onto Extended motor shaft. The pump shall be complete with NRV (02no.), Strainer (02no.), isolation valves (02no.) on suction and discharge side (Butterfly valves), base frame in MS construction of suitable specifications, suction header, delivery Header etc.The unit shall be connected to the main electical panel with suitable size electrical cabling as per requirement. (From Clear Water Tank to OHT ). Overflow/Bypass line for Raw water Sump including 3" MS C Class Piping and Butterfly Valve/Gate Valve/MS Flanges/Nuts Bolts/ Rubber Washers from Header of Clear Water Pump to Clear Water Sump. GC Sheet 24 G Enclosure on all 4 sides and top side with MS Angle Iron of size 50x50x6 mm. Pump: Discharge: 2292PM Head: 35 Ms. Suction Head: Negative NPSHA: 2.50 m (to be confirmed as per site.) Impeller: C.I Pump Casing: C.I Rotor shaft: (SS) AISI-410 Electric Motor: Type: 3-phase Synchronous, 50 Hz, 415 V Rating: as per requirement No. of Poles: 4 Insulation Class: "H"

Supply, installation, testing and commissioning of submersible slurry pump with motor to handle settled slurry containing solids of size 32 mm and concentration upto 50% by weight of liquid. The pump shall have inbuilt agitator arrangement. The pump shall be complete with NRV (02no.), strainer (02no.), IV on suction and delivery side (02no.), butterfly valves, base frame in MS construction of suitable specifications, etc. complete job. (one for Raw Water Collection Tank and one for clear water sump). Pump: Type: Sludge/ Submersible type Discharge: 2 cubic meter per hour Head: 10 meter. Delivery: 100 mm Impeller/ Agitator: Abrasion resistant Iron casting type-3 IS-4711 (High Chrome alloy) impeller designed for chock less effect. Pump Casing: C.I Rotor shaft: (SS) AISI-410 Electric Motor: Type: Vertical oil filled submersible type, 3-phase Synchronous, 50 Hz, 415 V, No. of Poles: 4 Insulation Class: "H" Sealing: Special sealing to handle sludge. Cable: 10 m of required size. Enclosure Class: IP68

Supply, installation, testing and commissioning of Chlorination system and Alum dozing using Bleaching powder and Alum along with base frame in MS construction of suitable specifications. ( Alum dosing for PST and Chlorine dosing for Clear Water sump) GC Sheet 22 G Enclosure on all 4 sides and top side with MS Angle Iron of size 50x50x6 mm for all Dozing Pumps:- a) 500 liter HDPE tank mounted on MS frame grouted in cement concrete foundation- (02no.). b) SS agitator with prime mover of suitable rating (02no.) c) Mechanically Actuated Diaphragm type dozing Pumps of capacity 0-50 LPH and max. Discharge pressure of 2 Kg/cm2 of desired linear speed alongwith 3-phase, 415 V motor of desired capacity (02 no). d) Aluminum reinforced poly propylene pipe line alongwith fittings like bends, sockets, valves wherever required (02no.)

Providing and installing of Bourdon tube type Pressure gauges of 2% accuracy of FSD from 10% to 90% of scale and 3% accuracy for rest of scale as per Class II of IS3624 of 1987 of 10kgf/sq-cm capacity. ( One after every pumping station)

Providing and installation of DG Set 160kVA capacity with following specifications. ( For Lift station) GC Sheet 24 G Enclosure on all 4 sides and top side with MS Angle Iron of size 50x50x6 mm. Earthing of DG Set.

Providing and fixing of enclosed type water meter (bulk type) conforming to IS: 2373 and tested by Municipal Board complete with bolts, nuts, rubber insertions etc. to be placed in 100mm dia or equivalent dia after all pump headers. (After every pumping station).

Supply and Installation of interconnecting MS/GI piping of IS 1239 class ''C'' of assorted dia's including piping accessories viz FV, Gun Metal GV, Cast Iron SV, Cast Iron NRV, Butterfly Valves, Check Valves, Ball Valves, Air Release Valves, etc as per design, etc ranging from 25 mm. To 450 mm. Dia. Depending upon design of the piping layout between all equipment. It includes the pipe Laterals inside the filter beds, Manifold Pipe inside the filter beds, Pipes connecting Raw water inlet from PST to filter bed inlet, Filter bed outlet with clear water channel, backwash pipe network, backwash discharge line from filter bed bottom to discharge point etc. complete job inclusive of all labour, Valves, flanges, etc. as per the directions of the site engineer. ( Indicative Layout of Pipe network inside the Rapid Sand Filter House is shown in the drawings).The job will include the interconnecting piping of bypass/overflow piping from all pumps connecting RCC tanks, connecting pipeline from clear water pump with the direct/existing pipeline with sluice/gate valves and other accessories.

Mechanically motor driven, impeller type, 4-legged, vertically mounted, stainless steel make slurry agitator for PST, Clear Water tanks and Raw water tank complete with agitator blades, agitator shaft and coupling arrangement suitable for handling slurry of concentration more than 70% by weight. The agitator shall be complete with seals, shaft sleeve, mountings, erection, commissioning, drive motor with gear box arrangement and any other item required for completeness of the equipment. (two for PST, one for collection tank and one for Clear water sump).

Providing and laying GI pipes conforming to IS 1239 (Class C) including all excavations for trench cutting, fittings like anchor fasteners, couplings, bends, elbows, flange, tees, etc. Screwed or socketed joints as required laying the pipe so that the top of the pipe is at a depth of 0.60 meter below ground level including excavating trenches and then refilling with sand in layers not exceeding 20 cms. in depth, consolidating each deposited layer by ramming, watering etc. complete as required.

150mm nominal dia

100mm nominal dia

Construction of thrust block/anchor block of specified size of M20 concrete using 20mm aggregate including earthwork and PCC lean concrete with nominal reinforcement @70kg per cum and MS strip of 50mmx 5mm with bolts for anchorage of pipe including form work and all fixtures, if required. The job includes FRP plates of lamella type installed in 02 No. of PST tanks fitted in MS fabrication structure.

Provision for sluice valves (150mm-06 No., 125mm-07 No., Air Release Valves 40mm-03No., Pressure breaking valves-02 No.-150mm dia. etc. Locations to be decided by the site engineer.

Providing, fabricating and fixing of MS fittings made out of 8mm thick sheets, MS Angle Iron 50x50x6mm including lead chalking, flanges, washers, MS grating and trash guard and other allied items. The job also includes MS steel frame supports to create base for pump room floors but without the flooring sheets.

Provision for SITC of 3HP pumping units (main & standby) for charging of backwash tank, air blower/compressors with storage tank of 10CFM capcity (main & standby) for back wash process, together with pipes, bends, Valves, interconnections, electrical wiring, MCB's and allied items all complete for Rapid Sand Filter House.

Providing and installing of Plate settler with 55o-60o slope of plates and flow rate suitable for 1.35 cumec flow as per design including cost of supply, installation, testing and commissioning and including cost of allied items. The Plate settler is to be provided and istalled inside one of the chambers of the Pre settling tank, Providing and fixing of Motorized Rotary Valves coupled with Butterfly valves, MS Flanges, Washers, Electric Motor, Nuts/Bolts, of required specifications etc. complete job for pre settling tank.

Providing fabricating, installing and fitting of MS chequerd plate flooring of suitable thickness as per the operational load requirements of the pumping stations at the two sites. The minimum bead height of chequered plates shall be 0.8 mm and the sheets shall be laid over the structural steel memebers as per the load design of the flooring of the different locations. However, the flooring sheets shall in no case be less than 5mm thick.

Providing and fixing of MS sluice Gate with MS guide for the intake open channel of size 1000mm x2000mm. The sluice gate shall allow the required opening and closing of the flow through a winch mechanism/ worm-gear/ angular gear arrangment of appropriate size to enable the required lift and lowering of the gate by a manually operated fixed/removable crank handle as per the directions of the engineer incharge. The job shall be complete with Nuts/Bolts, bearings, rubber insertions, stuffing blocks etc. and testing of reputed make. The sluice shall totally regulate and control the entry of raw water from Canal to Raw water sump.

Design, Supply Installation Testing and Commissioning of 200kVA sub-station as per the relevant norms through Power Development department, complete job with 11kV HT line from nearest available PDD HT line to the specified location at Lift station near canal. The job also includes tubular poles for erection of the sub-station with connectors, insulators, drag line and all other allied materials and equipment for safe operation of the sub-station.

Design, Supply Installation Testing and Commissioning of 100kVA sub-station as per the relevant norms through Power Development department, complete job with 11kV HT line from nearest available PDD HT line to the specified location at Lift station near canal. The job also includes tubular poles for erection of the sub-station with connectors, insulators, drag line and all other allied materials and equipment for safe operation of the sub station.

Supply, installation, testing (on full load) of 175 KVA copper wound voltage stabilizer at Industrial estate Lassipora. J&K SIDCO. The stabilizer shall be manually operated, oil cooled and suitable to work on 3 phase 50±3% Hz AC supply. The no. of turns of coil and no. of conductors in each turn with their size shall be of adequate design. No cotton/paper material shall be used for insulation of copper strip coils. The core cell of voltage stabilizer shall be assembled out of 52/92 grade silicon steel, laminated sheet held together securely with the help of angle iron brazing and tightened with the help of galvanized nuts and bolts. The tapping terminals shall be kept on all sides of cell. The transformer cell shall be housed in a sheet metal tank made out of 3mm thick MS sheet duly strengthened with stiffeners of MS flats or angles. The tank /container shall be painted with two coats of primer inside and outside and then with two coats of super enamel paint (spray painting) synthetic grey from outside the container. The tank /container shall be provided with suitable radiator plate type to dissipate the heat generated from coils. The vent pipe with at the top and drain pipe at the bottom shall be fitted with the plugs. Hooks of proper size for lifting the stabilizer shall have to be provided on the top of the tank. The container of the stabilizer shall be mounted on wheels for easy shifting /positioning. The stabilizer shall have suitable insulated lugs of appropriate size for cable connections. Ompora. J&K SIDCO. The stabilizer shall be manually operated, oil cooled and suitable to work on 3 phase 50±3% Hz AC supply. The no. of turns of coil and no. of conductors in each turn with their size shall be of adequate design. No cotton/paper material shall be used for insulation of copper strip coils. The core cell of voltage stabilizer shall be assembled out of 52/92 grade silicon steel, laminated sheet held together securely with the help of angle iron brazing and tightened with the help of galvanized nuts and bolts.

Supply, installation, testing (on full load) of 100 KVA copper wound voltage stabilizer atIndustrial Complex Ompora Budgam, J&K SIDCO. The stabilizer shall be manually operated, oil cooled and suitable to work on 3 phase 50±3% Hz AC supply. The no. of turns of coil and no. of conductors in each turn with their size shall be of adequate design. No cotton/paper material shall be used for insulation of copper strip coils. The core cell of voltage stabilizer shall be assembled out of 52/92 grade silicon steel, laminated sheet held together securely with the help of angle iron brazing and tightened with the help of galvanized nuts and bolts. The tapping terminals shall be kept on all sides of cell. The transformer cell shall be housed in a sheet metal tank made out of 3mm thick MS sheet duly strengthened with stiffeners of MS flats or angles. The tank /container shall be painted with two coats of primer inside and outside and then with two coats of super enamel paint (spray painting) synthetic grey from outside the container. The tank /container shall be provided with suitable radiator plate type to dissipate the heat generated from coils. The vent pipe with at the top and drain pipe at the bottom shall be fitted with the plugs. Hooks of proper size for lifting the stabilizer shall have to be provided on the top of the tank. The container of the stabilizer shall be mounted on wheels for easy shifting /positioning. The stabilizer shall have suitable insulated lugs of appropriate size for cable connections.

Providing and fitting of 150 sq. mm,3.5 core XLPE insulated (heavy duty) armored electrical cable with AL. conductor for working voltage up to and including 1100 volts confirming to IS7098 (part 1) from main control panel to electric sub station.

Providing and fitting of 100 sq. mm,3.5 core XLPE insulated (heavy duty) armored electrical cable with AL. conductor for working voltage up to and including 1100 volts confirming to IS7098 (part 1) from main control panel to electric sub station and for motors.

Fabrication, providing, erection, testing and commissioning of 08 ms long steel tubular poles as per IS-Sp-30 specifications suitable for LT transmission line. The job include cost of concrete bottoming in the ratio of 1:2:4, up to 3-feet (02 feet underground and 01 feet above ground) .The job also includes fabrication, providing and fitting of suitable M.S. cross arms made out of ISA 60x 60x 6mm, 5-feet long duly bracketed and providing and fixing of pin type HT insulators for supporting conductor wire. Providing of 7/14 SWG wire duly clamped with the help of U-clamps and providing and fixing of guy wire and earthing of the pole. The job includes painting of the steel pole, angle sections, etc with one coat of steel primer and two coats of super enamel paint of silver shade.

Providing and erection of 0.03ACSR.

Provision for internal and external wiring and lighting fixtures for (a) Filter House ( atleast 10 no 05/15 Amp 3/5 pin sockets, 16 no On/Off switch controlled Lighting points with 10w LED Lamps in ground, first floor and attic floor), (b) Both Pump Houses ( 3 no 05/15 Amp 3/5 pin sockets, 2 no On/Off switch controlled Lighting points with 10w LED Lamps in each pump house) and (c).Both Operator Rooms ( 4 no 05/15 Amp 3/5 pin sockets, 4 no On/Off switch controlled Lighting points with 10w LED Lamps in each operator room) etc. The Job also includes Providing and fitting of suitable rating panel boards with MCCB's and changeover for each facility separately and interconnecting electrical wiring of suitable rating from main sub station/control panel upto the individual facility panel board.

Establishment of lab facility by way of supply of lab equipments, galssware, sink, chemicals and other lab related items complete in all respects expect construction of lab room (to be provided by SIDCO)

Trial runs, testing and commissioning of the overall plant and operation of the plant for 3 months including cost of chemicals, electricity, labor and 24hour staff/operators, routine maintenance and repairs during the trial period.

Salaries for Staff

Cost of Chemicals

Cost of Electricity Fixed and Energy charges for 3

Fuel for DG set

M/S MIRZA ALI IRFAN

SYEED NOORULLAH RAZVI

Bashir Ahmad Naik