Improvement and Augmentation of Water Supply Scheme Samba Town under UT Capex Budget

Amount

Construction of 10000 Glns capacity Sump Tank at Sangwali (Items Rate) Earth work in excavation by manual means in trenches, foundations, drains, pipes, cables etc (not exceeding 1.5 mtr in width) and shafts, wells, cespits and the like not exceeding 10 sqm on plan, including dressing of sides and ramming of water lift upto 1.5 mtr, including getting out excavated earth and disposal of surplus excavated earth and disposal of surplus excavated earth as directed:

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

Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centering and shuttering. All work upto plinth level in 1:3:6 (1 cement: 3 coarse sand : 6 graded stone aggregate 20mm nominal size)

Providing and laying in position machine batched and michine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering , shuttering, finishing and reinforcement including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete , improve workability without impairing strength and durablity as oper design of Engineer-in - charge Note:- Cement in this item is @ 330/kg cum. Excess/ less cement used as per design mix is payable/ recoverable separately. All works upto plinth level (Bed Slab+ Gola)

Providing and laying in position machine batched and michine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering , shuttering, finishing and reinforcement including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete , improve workability without impairing strength and durablity as oper design of Engineer-in - charge Note:- Cement in this item is @ 330/kg cum. Excess/ less cement used as per design mix is payable/ recoverable separately. All works above plinth level upto floor V level

Reinforcement cement concrete work in Arches, archribs, domes, vaults shells, folded plate and roofs having slope more than 15° upto floor five level level including curing but excluding the cost of centering, shuttering finishing and reinforcement with 1:1½:3 (1cement : 1½ coarse sand: 3 graded stone aggregate 20mm nominal size)

Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Thermo -Mechanically Treated bars of grade Fe-500 or more

Centring and shuttering including strutting, propping etc and removal of form work for foundation, footings, base for columns .

Extra for shuttering in circular work (20% of respective centering and shuttering )

Centring and shuttering including strutting, propping etc and removal of form for walls (any thickness) including attached pilasters buttresses, plinth and string course fillets, kerbs and steps etc.

Extra for shuttering in circular work (20% of respective centering and shuttering )

Centring and shuttering including strutting, propping etc. and removal of form for: Lintel, beams, plinth beams, girders, bressumers and cantilevers.

Extra for shuttering in circular work (20% of respective centering and shuttering)

centering and shuttering including strutting, propping etc. and removal of form for: Arches, domes, vaults upto 6 mtrs span.

12mm cement plaster finished with a floating coat of neat cement of mix :1:3 (1cement: 3 coarse sand)

12 mm cement plaster of mix: 1 :4 (1 cement: 4 coarse sand)

Extra for plastering on circular work not exceeding 6m in radius: In one coat

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 and curing complete, but excluding the cost of nosing of steps etc. complete. 40mm thick with 20mm nominal size stone aggregate

Providing and incorporating ( During concreting GP sheet strings water seal 1.25 mm nominal thick at const. joints including ends so as to form a continues barrier strips area excluding laps to be measured

Providing and mixing water proofing material in cement concrete work @ 1 kg per 50 kg of cement

Providing and fixing UPVC plain, bends 80mm dia

Providing and fixing M.S. Manhole cover rectangular with frame 0.60 mtr x 0.60 mtr. Fabricated out of 25x25x6mm thick angle iron with MS Sheet 1.25mm thick with locking arrangement. The cover is to be grouted in cement concrete 1:2:4 complete as directed by Engineer-in-charge.

Providing and fixing of 80 mm dia G.I. pipe in trenches for outlet for Distribution system

Fixing G.I. pipes complete with G.I. fittings excluding trenching and refilling etc. (external work) 80 mm dia. (medium) nominal bore for washout/ delivery main / welded with M.S. Plate 1.25 mm thick 150 x150 mm size etc. complete excluding cost of pipe.

Finishing walls with water proofing cement paint of required shade on new work (two or more coats) applied @ 3.84 Kg/10 Sqm

Filling available excaved earth (excluding rock) in trenches, plinth, sides of foundation etc. in layers not exceeding 20cm in depth, lead upto 50 m and lift upto 1.5mtr.

Steel work welded in built up sections/ framed work including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural etc. as required in grating frames, guard bar, ladders, railing, brackets gates and similar.

Carriage of Sand by Mechanical Transport from source (to be identified by engineer in charge) to site of work/dumping place (To be identified by engineer in charge) including cost for loading and unloading.for an av. distance of 10 km and 100 mtr by head load

Carriage of stone aggregate (Crushed) upto 20 mm by Mechanical Transport from source (to be identified by engineer in charge) to site of work /dumping place (To be identified by engineer in charge) including cost for loading and unloading.for an av. distance of 10 kms and 100 mtr by head load

Carriage of Stone aggregate above 40mm (Crushed) by Mechanical Transport from source (to be identified by engineer in charge) to site of work /dumping place (To be identified by engineer in charge) including cost for loading and unloading.for an av. distance of 10 kms and 100 mtr by head load

Civil Works: Construction of tube well cum Pump Room building at Sangwali Mandi and Filtration Plant (02 Nos.) Earth work in excavation by manual means in trenches for foundation , drains , pipes cables etc (not exceeding 1.5 mtr in width) and for shafts wells, cesspits and the like not exceeding 10 sqm on plan, including dressing of sides and ramming of bottoms lift upto 1.5 m, including getting out excavated earth and disposal of surplus excavated earth as directed in all kinds of soils.

Providing and laying in postion cement concrete of specified grade excluding the cost of centering and shuttering all work upto plith level 1:4:8 mix (1 cement :4 Coarse sand : 8 aggregate 40 mm normal size)

Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centering and shuttering. All work upto plinth level in 1:3:6 (1 cement: 3 coarse sand : 6 graded stone aggregate 20mm nominal size)

Dumping and filling of stone on level including supply of stones

Providing and laying damp-proof course 40mm thick with cement concrete 1:2:4 (1 cement: 2 coarse sand : 4 graded stone aggregate 12.5mm nominal size)and curing complete

Brick work with common burnt clay (non modular) bricks of class designation 7.5 in foundation and plinth including curing in: Cement mortar 1:6 (1 cement: 6 coarse sand)

Extra for Brick work with common burnt clay bricks/cement concrete bricks in superstructure above plinth level upto floor five level

Reinforced cement concrete work in beams, suspended floors, roofs having slope upto 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases upto five level including curing but excluding the cost of centring, shuttering finishing and reinforcement with 1:1½:3(1 cement: 1½ Coarse sand : 3 graded stone aggregate 20mm nominal size)

Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto/above plinth level. Thermo -Mechanically Treated bars of grade Fe-500D or more

Centring and shuttering including strutting, propping etc and removal of form work for foundation, footings, base for columns .

Centring and shuttering including strutting, propping etc and removal of form for : Suspended floors, roofs, landings, balconies and access platforms.

Edges of slabs and breaks in floors and walls under 20 cm wide

Lintel, beams, plinth beams, girders, bressumers and cantilevers.

Steel work welded in built up sections/framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. In stringers, treads, landings etc. of stair cases, including use of chequered plate wherever required, all complete. 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 3mm M.S gusset plates at the junctions and corners, all necessary fittings complete, including applying a priming coat of approved steel primer. Using M.S angles 40x40x6mm for diagonal braces

Providing and fixing M.S grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc including priming coat with approved steel promer all complete. Fixed to steel windows by welding

Cement plaster (in coarse sand) 12mm Cement plaster of mix: 1:4 (1 cement:4 coarse sand)

15mm thick Cement plaster or rough side of single or half brick wall of mix : 1:4 (1 cement : 4 coarse sand)

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 and curing complete, but excluding the cost of nosing of steps etc. complete. 40mm thick with 20mm nominal size stone aggregate

10cm thick (average) mud phaska of damped brick earth on roofs laid to slope consolidated and plastered with 25 mm thick mud mortar mixed with bhusa at 35kg per cum of earth and gobri leaping with mix 1:1 (1 clay : 1 cow dung) and covered with specified tile bricks grouted with cement mortar 1:3 ( 1 cement: 3 fine sand) mixed with 2 % of integral water proofing compound by weight of cement and finishing neat. With machine moulded Common burnt clay (Non modular) brick tiles of class designation 10.0

Painting top of roofs with bitumen of approved quality at 17 kg per 10sqm impregnated with a cost of coarse sand at 60 cudm per 10 sqm including cleaning the slab surface with brushes and finally with a piece of cloth lightly soaked in kerosene oil complete. With residual type petroleum bitumen of grade VG-10

Providing gola 75x75 mm in cement concrete 1:2:4 (1 cement: 2 coarse sand: 4 stone aggregate 10mm and down gauge), including finishing with cement mortar 1:3 (1 cement: 3 fine sand) as per standard design. In 75x75mm deep chase.

Making of Khuras 45x45cm with average minimum thickness thickness of 5cm cement concrete 1:2:4 over PVC sheet 1mx1mx400 micron finished with 12mm thick cement plaster 1:3 (1 cement : 3 coarse sand) and cost of neat cemnt rounding of edges and making of finishing the outlet complete

Finishing walls with water proofing cement paint of required shade on new work (two or more coats) applied @ 3.84 Kg/10 Sqm

Painting with synthetic enamel paint of approved brand and manufacture to give an even shade. Two or more coats on new work

Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement: 3 coarse sand: 6 graded stone aggregate 20mm nominal size) over 75mm bed of dry brick ballast 40mm nominal size well rammed and consolidated and grouted with fine sand including finishing the top smooth and curing complete

Providing and fixing on wall for unplastcised rigid PVC rain water pipes including jointing with seal ring 75mm dia.

White washing with lime to give an even shade on new work , three or more coats

Filling available excaved earth (excluding rock) in trenches, plinth, sides of foundation etc. in layers not exceeding 20cm in depth, lead upto 50 m and lift upto 1.5mtr.

Carriage of Sand by Mechanical Transport from source to site of work for an av. Distance of 10 km and 100 mtr by head load

Carriage of Bajri (below 40mm) by Mechanical Transport from source to site of work for an av. Distance of 10 km and 100 mtr by head load.

Carriage of Bajri (above 40mm) by Mechanical Transport from source to site of work for an av. Distance of 10 km and 100 mtr by head load.

Carriage of soling stone/ boulder by Mechanical Transport from source to site of work for an av. Distance of 08 km and 100 mtr by head load.

Carriage of Brick from klin to site of work by M.T 15 km and by 100 mtr head load

Carriage of Brick tile from klin to site of work by M.T 10 km and by 100 mtr head load

Provision of Electric fitting inculding under ground conduit pipes, wiring , steel boxes and switches for 4 No light poinss(internal) with holder and Led bulbs and external 4 Nos with halogen/Led lights (external grade) including Service line Complete Job.

Structural steel work in single section,fixed with or without connecting plate, including cutting , hoisting, fixing in poition and applying a primer coat of appproved steel primer all complete

Provision for construction of tiolet block, Rain water Harvesting system including Septic Tank and alliede works ( Payment shall be made as per work done estimate)

Civil Works: Construction of tube well cum Pump Room building near Filtration Plant Earth work in excavation by manual means in trenches for foundation , drains , pipes cables etc (not exceeding 1.5 mtr in width) and for shafts wells, cesspits and the like not exceeding 10 sqm on plan, including dressing of sides and ramming of bottoms lift upto 1.5 m, including getting out excavated earth and disposal of surplus excavated earth as directed in all kinds of soils.

Providing and laying in postion cement concrete of specified grade excluding the cost of centering and shuttering all work upto plith level 1:4:8 mix (1 cement :4 Coarse sand : 8 aggregate 40 mm normal size)

Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centering and shuttering. All work upto plinth level in 1:3:6 (1 cement: 3 coarse sand : 6 graded stone aggregate 20mm nominal size)

Providing and laying damp-proof course 40mm thick with cement concrete 1:2:4 (1 cement: 2 coarse sand : 4 graded stone aggregate 12.5mm nominal size)and curing complete

Brick work with common burnt clay (non modular) bricks of class designation 7.5 in foundation and plinth including curing in: Cement mortar 1:6 (1 cement: 6 coarse sand)

Extra for Brick work with common burnt clay bricks/cement concrete bricks in superstructure above plinth level upto floor five level

Reinforced cement concrete work in beams, suspended floors, roofs having slope upto 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases upto five level including curing but excluding the cost of centring, shuttering finishing and reinforcement with 1:1½:3(1 cement: 1½ Coarse sand : 3 graded stone aggregate 20mm nominal size)

Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto/above plinth level. Thermo -Mechanically Treated bars of grade Fe-500D or more

Centring and shuttering including strutting, propping etc and removal of form work for foundation, footings, base for columns .

Centring and shuttering including strutting, propping etc and removal of form for : Suspended floors, roofs, landings, balconies and access platforms.

Edges of slabs and breaks in floors and walls under 20 cm wide

Lintel, beams, plinth beams, girders, bressumers and cantilevers.

Steel work welded in built up sections/framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. In stringers, treads, landings etc. of stair cases, including use of chequered plate wherever required, all complete. 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 3mm M.S gusset plates at the junctions and corners, all necessary fittings complete, including applying a priming coat of approved steel primer. Using M.S angles 40x40x6mm for diagonal braces

Providing and fixing M.S grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc including priming coat with approved steel promer all complete. Fixed to steel windows by welding

Cement plaster (in coarse sand) 12mm Cement plaster of mix: 1:4 (1 cement:4 coarse sand)

15mm thick Cement plaster or rough side of single or half brick wall of mix : 1:6 (1 cement : 6 coarse sand)

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 and curing complete, but excluding the cost of nosing of steps etc. complete. 40mm thick with 20mm nominal size stone aggregate

Finishing walls with water proofing cement paint of required shade on new work (two or more coats) applied @ 3.84 Kg/10 Sqm

Painting with synthetic enamel paint of approved brand and manufacture to give an even shade. Two or more coats on new work

Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement: 3 coarse sand: 6 graded stone aggregate 20mm nominal size) over 75mm bed of dry brick ballast 40mm nominal size well rammed and consolidated and grouted with fine sand including finishing the top smooth and curing complete

Providing and fixing on wall for unplastcised rigid PVC rain water pipes including jointing with seal ring 75mm dia.

Filling available excaved earth (excluding rock) in trenches, plinth, sides of foundation etc. in layers not exceeding 20cm in depth, lead upto 50 m and lift upto 1.5mtr.

Carriage of Sand by Mechanical Transport from source to site of work for an av. Distance of 20 km and 100 mtr by head load

Carriage of Bajri (below 40mm) by Mechanical Transport from source to site of work for an av. Distance of 20 km and 100 mtr by head load.

Carriage of Bajri (above 40mm) by Mechanical Transport from source to site of work for an av. Distance of 20 km and 100 mtr by head load.

Carriage of cement by Mechanical Transport from source to site of work for an av. Distance of 20 km and 100 mtr by head load.

Carriage of Steel by Mechanical Transport from source to site of work for an av. Distance of 20 km and 100 mtr by head load.

Carriage of Brick from klin to site of work by M.T 20 km and by 100 mtr head load

Provision of Electric fitting inculding under ground conduit pipes, wiring , steel boxes and switches for 4 No light poinss(internal) with holder and Led bulbs and external 4 Nos with halogen/Led lights (external grade) including Service line Complete Job.

Construction of 04 Nos. Compound walls around civil structures (02 Nos. boundary walls at Filteration Plant Samadian, 01 No. at P/Stn Kheri Mandi and 01 No. at tube well site Sangwali Mandi) (Items Rate) Earth work in excavation by manual means in trenches for foundation , drains , pipes cables etc (not exceeding 1.5 mtr in width) and for shafts wells, cesspits and the like not exceeding 10 sqm on plan, including dressing of sides and ramming of bottoms lift upto 1.5 m, including getting out excavated earth and disposal of surplus excavated earth as directed in all kinds of soils.

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

Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centering and shuttering. All work upto plinth level in 1:3:6 (1 cement: 3 coarse sand : 6 graded stone aggregate 20mm nominal size)

Centring and shuttering including strutting, propping etc and removal of form work for foundation, footings, base for columns .

Brick work with common burnt clay (non modular) bricks of class designation 7.5 in foundation and plinth including curing in: Cement mortar 1:6 (1 cement: 6 coarse sand)

Extra for Brick work with common burnt clay bricks/cement concrete bricks in superstructure above plinth level upto floor five level

Half brick masonry with common brunt clay ( non- modular) bricks of class designation 7.5 in foundation and plinth including curing in cement mortar 1:4 (1 cement 4 coarse sand) Parapit

Extra for Half Brick work masonry in superstructure above plinth level upto floor V level

Cement plaster (in coarse sand) 12mm Cement plaster of mix: 1:4 (1 cement:4 coarse sand)

Filling available excaved earth (excluding rock) in trenches, plinth, sides of foundation etc. in layers not exceeding 20cm in depth, lead upto 50 m and lift upto 1.5mtr.

Finishing walls with water proofing cement paint of required shade on new work (two or more coats) applied @ 3.84 Kg/10 Sqm

Painting on G.S. Sheets with with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade on new work ( two or more coats) including a coat of approved steel primer but excluding a coat of mordant solution

Carriage of Sand by Mechanical Transport from source to site of work for an av. Distance of 20 km and 100 mtr by head load

Carriage of Bajri (below 40mm) by Mechanical Transport from source to site of work for an av. Distance of 20 km and 100 mtr by head load

Carriage of Bajri (above 40mm) by Mechanical Transport from source to site of work for an av. Distance of 20 km and 100 mtr by head load

Carriage of Brick from klin to site of work by M.T 20 km and 100 mtr head load

Provision for development of tube well station inclusive electrification, installation of High Mast Light of 04 Nos. , Installation of sign board (10x 8 ft.), levelling of ground and plantation, Rain Water Harvesting system around the tube well incl. providing and fixing of iron gate ( 12 x 6 ft.)

Pipe Works: Providing , Laying and fitting of Rising main and Distribution system and other allied works. Dismantling manually/ mechanically including stacking of serviceable and disposal of unserviceable with 50 mtr lead (Bituminous Road)

Dismantling of tile work in floors, roofs laid in cement mortar including stacking material with 50 mtr lead for thickness of tile from 25 mm upto 40 mm

Demolishing of cement concrete manually/mechanical means including disposal of material within 50 mtr lead as per directions of Engineer-in-Charge 1:3:6 or richer mix (i.e. equivalent of design mix)

Earth work in excavation by manual means in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5mtr in width) and for shafts, wells, cesspits and the like not exceeding 10Sqm on plan, including dressing of sides and ramming of bottoms lit upto 1.5 m, including getting out excavated earth and disposal of surplus excavated earth as directed: All kind of soil

Providing and laying S&S Centrifugally Cast (Spun) Ductile Iron pipe conforming to IS: 8329 150 mm dia Ductile Iron Class K-9 pipes

Providing and fixing of GI pipes complete with cost of G.I pipes fittings excluding trenching and refilling etc. (External work)

GI pipe 100mm dia (Medium) (Trench size 0.60 x0.50)

GI pipe 80mm dia (Trench size 0.60 x 0.50)

GI pipe 50mm dia (Trench size 0.50 x 0.45)

GI pipe 40mm dia (Trench size 0.50 x0.40)

Filling available excaved earth (excluding rock) in trenches, plinth, sides of foundation etc. in layers not exceeding 20cm in depth, lead upto 50 m and lift upto 1.5mtr.

Providing and fixing C. I. sluice valve ( with cap) complete with bolts, nuts, rubber insertions etc. 150 mm dia

Providing and fixing C. I. sluice valve ( with cap) complete with bolts, nuts, rubber insertions etc. 100 mm dia

Welding of joints by electric arc welding including testing and commissioning of joint incl. carriage of set and all other accessories including making arrangement for electric supply / arrangement for generator etc. complete

Providing and fixing gun metal gate valve with C.I wheel of approved quality (Screw end) 40 mm dia

Providing and fixing gun metal gate valve with C.I wheel of approved quality (Screw end) 50 mm dia

Providing and fixing gun metal gate valve with C.I wheel of approved quality (Screw end) 65 mm dia

Providing and fixing gun metal gate valve with C.I wheel of approved quality (Screw end) 80 mm dia

Making interconnection of Gi distribution branch with GI Main by providing and fixing tee, union incl. cutting and threading of pipe etc complete 25mm to 40mm dia.

Making interconnection of Gi distribution branch with GI Main by providing and fixing tee, union incl. cutting and threading of pipe etc complete 50mm to 80mm dia.

Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centering and shuttering. All work upto plinth level in 1:3:6 (1 cement: 3 coarse sand : 6 graded stone aggregate 20mm nominal size)

Laying old cement conctete interlocking paver blocks of any design/ shape laid in required line, level, curvature, colour and pattern over and including 50 mm thick compact bed of coarse sand , filling the joints with fine sand etc. all complete as per directions of Engineer-in-charge

Mechanical Works (Turn Key Basis) (Pumping Station Samadain : (Tube well No. I) Providing, Installation, testing & commissioning of two nos. submersible pump sets of ISI marked reputed make as per IS 8034 having specifications 5000 GPH x 120 Mtrs. Head along with allied works Design, fabrication, installation, testing and commissioning of one no. LT control panel with built in fault analyzer suitable for operation of 30 HP submersible pump set. Providing, installation, testing and commissioning of 30 KVA, 3 phase, copper wound, unbalanced type, oil cooled servo voltage stabilizer with operating voltage of 320-480 Volts and operating frequency of 47-53 Hz conforming to relevant IS codes and IEC guidelines and earthing

(Tube well No. II) Providing, Installation, testing & commissioning of two nos. submersible pump sets of ISI marked reputed make as per IS 8034 having specifications 5000 GPH x 100 Mtrs. Head along with allied works Design, fabrication, installation, testing and commissioning of one no. LT control panel with built in fault analyzer suitable for operation of 30 HP submersible pump set and earthing

Pumping station Samadian: Providing, installation, testing & commissioning of HC pump set having specifications 10000 GPH x 150 Mtrs. Head coupled with low-speed induction motor along with allied works at Pumping Station Samadian.

Design, fabrication, installation, testing and commissioning of one no. LT control panel with built in fault analyzer suitable for running newly installed 100 HP HC pump set. Providing, installation, testing and commissioning of 150 KVA, 3 phase, copper wound, unbalanced type, oil cooled manual voltage stabilizer with operating voltage of 320-480 Volts and operating frequency of 47-53 Hz conforming to relevant IS codes and IEC guidelines and earthing

( Tube well station sangwali Mandi) Providing, Installation, testing & commissioning of two nos. submersible pump set having specifications 4000 GPH x 130 Mtrs. Head of ISI marked reputed make as per IS 8034 along with allied works at new tube well.

Installation, testing & commissioning of one no. HC pump set as per various specification of IS 1520 having specifications 5000 GPH x 200-250 Mtrs. Head coupled with high-speed induction motor along with allied works at Tube Well (Pumps to be provided by the deptt.)

Design, fabrication, installation, testing and commissioning of one no. LT control panel with built in fault analyzer suitable for operation of 60 HP HC pump set. Fitting of 100 KVA manual voltage stabilizer by way of providing and fitting of copper cables, topping up of Transformer oil and other allied accessories (Stabilizer to be provided by the department)

Shadi Khan