IMPROVEMENT/ RETROITING OF WATER SUPPLY SCHEME SARGAL UNDER JAL JEEVAN MISSION

Amount

Construction of Deep Drilling of Tube Well by Direct Rotary Method at Sargal (Discharge of Tube well-5000 GPH )-Turn key Basis. Clearing of site by way of bush cutting, making approah road, shifting of machinery and allied material, preparation of site, proper leveling for installation of machinery.

Drilling of gravel packed bore hole of 530 mm diameter for lowering of liner assembly consisting of blind and strainer pipes of 300/250/200mm dia mts in all types of strata by drilling to suite requirements and conditions. The wok excludes cost of blind pipe and strainer pipe upto the depth of 300 mtrs. a) From G.L to 256 meters below BGL

B) From 200M to 300 M BGL

Providing of PEA shaped gravel as per IS- 4097 of 1967 with latest amendments for gravel packing of tube well and shrouding during drilling and stabilizaiton of tube well.

Development of bore hole by air compressor of adequate capacity to give clear potable water free of sand and impurities.

Stablization and testing of bore well by way of V T/ Submersible pump set as per IS code- part I 2800 of 1991 & IS- 2800 part-II of 1979 reaffirmed with upto date amendments pump set till the clear potable water having discharge as per specifications is yielded.

A) cost of ERW M.S Casing pipes 200mm dia.

B) Cost of ERW M.S Casing pipes 300mm dia.

C) Cost of Slotting of ERW M.S casing pipes 200mm dia

Fabrication, providing and fitting of steel supporting for clamping

Construction of 20,000 Glns capacity Sump Tank/GSR under WSS Sargal (02 Nos ) (Items Rate) E/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 lift upto 1.5 m, including getting out excavated and disposal of surplus excavated earth as direted: All kind of soil.

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 ready mixed M-25 grade concrete for reinforced cement concrete work, using cement content as per approved design mix, manufactured in fully automatic batching plant and transported to site of work in transit mixer for all leads, having continuous agitated mixer, manufactured as per mix design of specified gfrade for reinforced cement concrete work including pumping of R.M.C from transit mixer to site of laying, excluding the cost of centering, shuttering finishing and reinforcement including cost of admixtures in recommended proportions as per IS: 9103 to accelerate/ retard setting of concrete, improve workability without impairing strength and durability as per direction of the Engineer-in-charge. Note:- Cement content considered 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 ready mixed M-25 grade concrete for reinforced cement concrete work, using cement content as per approved design mix, manufactured in fully automatic batching plant and transported to site of work in transit mixer for all leads, having continuous agitated mixer, manufactured as per mix design of specified gfrade for reinforced cement concrete work including pumping of R.M.C from transit mixer to site of laying, excluding the cost of centering, shuttering finishing and reinforcement including cost of admixtures in recommended proportions as per IS: 9103 to accelerate/ retard setting of concrete, improve workability without impairing strength and durability as per direction of the Engineer-in-charge. Note:- Cement content considered 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 level V (Walling, beams)

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-500D 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

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

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

12mm cement plaster of mix :1:4 (1cement: 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 in corporation during concerting GP Sheet strips for water seal at construction joint

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

Providing and fixing PVC, bends 80mm dia

Providing and fixing of CI man hole cover with frame (LD) (0.61 x 0.45M) Size.

Providing and fixing of G.I pipe of 80mm dia for inlet, outlet an washout G.I pipe 80mm dia

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 gratings, frames, guard bar, ladder, railings, brackets, gates and similar works.

Fabrication of 80mm dia GI bends welded with MS plates including fixing for outlets and washout etc.

Carriage of Sand by Mechanical Transport from source to site of work for an av. Distance of 30 km.

Carriage of Bajri (below 40mm) by Mechanical Transport from source to site of work for an av. Distance of 30 km.

Carriage of Bajri (above 40mm) by Mechanical Transport from source to site of work for an av. Distance of 30 km.

Civil Works: (Items Rate) Construction of Tube well cum Pump Room Building under WSS Sargal (2 Nos.) E/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 lift upto 1.5 m, including getting out excavated and disposal of surplus excavated earth as direted: All kind of soil

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) (with 20 % boulders)

Dumping and supply of stone in Horizontal on level

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

Reinforcement 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 (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-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, door lintels, window lintels, Gate pillars 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 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 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

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

15mm Cement plaster 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

Providing and fixing Glass strips in joints of terrazzo/ cement concfete floors. Glass strips 40 mm wide and 4mm thick

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.

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.

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

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

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.

Carriage of Sand by Mechanical Transport from source to site of work for an av. Distance of 30 km.

Carriage of Bajri (below 40mm) by Mechanical Transport from source to site of work for an av. Distance of 30 km.

Carriage of Bajri (above 40mm) by Mechanical Transport from source to site of work for an av. Distance of 30 km.

Carriage of soling stone/ boulders by Mechanical Transport from source to site of work for an av. Distance of 30 km.

Carriage of Brick from klin to site of work by M.T 30 km

Carriage of tiles from klin to site of work by M.T 30 km

Provision of Electric fitting (Turn Key Basis)

Provision for providing plumbing and sanitary work in the Toilet (Turn Key Basis)

Provision for constt. Of Septic Tank & Soakage Pit. (Turn Key Basis)

Construction of 10000 Glns capacity GSR/ Sump Tank at Lohaki under WSS Sargal (Items Rate) E/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 lift upto 1.5 m, including getting out excavated and disposal of surplus excavated earth as direted: All kind of soil.

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 ready mixed M-25 grade concrete for reinforced cement concrete work, using cement content as per approved design mix, manufactured in fully automatic batching plant and transported to site of work in transit mixer for all leads, having continuous agitated mixer, manufactured as per mix design of specified gfrade for reinforced cement concrete work including pumping of R.M.C from transit mixer to site of laying, excluding the cost of centering, shuttering finishing and reinforcement including cost of admixtures in recommended proportions as per IS: 9103 to accelerate/ retard setting of concrete, improve workability without impairing strength and durability as per direction of the Engineer-in-charge. Note:- Cement content considered 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 ready mixed M-25 grade concrete for reinforced cement concrete work, using cement content as per approved design mix, manufactured in fully automatic batching plant and transported to site of work in transit mixer for all leads, having continuous agitated mixer, manufactured as per mix design of specified gfrade for reinforced cement concrete work including pumping of R.M.C from transit mixer to site of laying, excluding the cost of centering, shuttering finishing and reinforcement including cost of admixtures in recommended proportions as per IS: 9103 to accelerate/ retard setting of concrete, improve workability without impairing strength and durability as per direction of the Engineer-in-charge. Note:- Cement content considered 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 level V (Walling, beams)

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-500D 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

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

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

12 mm cement plaster finished with a floating coat of neat cement of mix 1:3 ( 1 cement: 3 coarse sand)GSR inner side walling incl. beam

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 in corporation during concerting GP Sheet strips for water seal at construction joint

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

Providing and fixing PVC, bends 80mm dia

Providing and fixing of CI man hole cover with frame (LD) (0.61 x 0.45M) Size.

Providing and fixing of G.I pipe of 80mm dia for inlet, outlet an washout G.I pipe 80mm dia

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.

Fabrication of 80mm dia GI bends welded with MS plates including fixing for outlets and washout etc.

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 site of work for an av. Distance of 30 km.

Carriage of Bajri (below 40mm) by Mechanical Transport from source to site of work for an av. Distance of 30 km.

Carriage of Bajri (above 40mm) by Mechanical Transport from source to site of work for an av. Distance of 30 km.

Construction of Compound wall around the Civil Structures at existing & proposed Tube well/ GSR sites under improvement/ retrofitting WSS Sargal (6 Nos. Total Length 350 mtrs)(Items Rate) E/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 lift upto 1.5 m, including getting out excavated and disposal of surplus excavated earth as direted: All kind of soil

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) with 20% boulders

Dumping and supply of stone in Horizontal on level

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

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

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

Carriage of Sand by Mechanical Transport from source to site of work for an av. Distance of 30 km.

Carriage of Bajri (below 40mm) by Mechanical Transport from source to site of work for an av. Distance of 30 km.

Carriage of Bajri (above 40mm) by Mechanical Transport from source to site of work for an av. Distance of 30 km.

Carriage of soling stone/ boulders by Mechanical Transport from source to site of work for an av. Distance of 30 km.

Carriage of Brick from klin to site of work by M.T 30 km

Providing and fixing of Iron Gate(Turn key Basis)

Providing Chain link fencing around the various Civil Structure at Sargal (3 Sites= 150 mtrs)(Item Rates) Earth work in excavation in manual means in trenches for foundations, drains pipes, cables etc. (not exceeding 1.5 mtr in width) and for shafts, wells cess pits and the like into exceeding 10 Sqm on plan, depth upto 1.5 mtr including disposal of excavated earth upto 1 mtr from cutting edge, disposed earth is to be levelled ad neatly dressed in . All kinds of soil

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)

Reinforcement cement concrete work in beams, suspended floors, roofs having slope upto 15° landing, 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 (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-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 walls (any thickness) including attached pilasters buttresses, plinth and string course fillets, kerbs and steps etc.

Providing and fixing of angle iron including cutting, hoisting 35x35x5 mm rest post

Fixing of angle Iron posts in proper line and level & fixing of back supports of flat iron 50 x 6 mm with angle iron supports

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

Providing and fixing of G.I. chain link fabric fencing of required width in mesh size 50x50 mm including strengthen with 2mm dia wire or nuts, bolts and washers as required complete made of G.I. wire of dia 4mm

Fencing with angle iron post placed at required distance embedded in cement concrete blocks, every 15th post, last but one end post and corner post shall be strutted on both sides and end post on one side only and provided with horizontal lines and two diagonals interwoven with horizontal wires, of barbed wire weighing 9.38 kg per 100 m (minimum), between the two posts fitted and fixed with G.I staples, turn buckles etc. complete. (Cost of posts, struts, earth work and concrete work to be paid for separately). Payment to be made per meter cost of total length of barbed wire used With G.I barbed wire

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 aggregate from source side to road side to work by mechanical transport for an av. Distance 30 km.

Carriage of Bajri (below 40mm) by Mechanical Transport from source to site of work for an av. Distance of 30 km.

Carriage of Bajri (above 40mm) by Mechanical Transport from source to site of work for an av. Distance of 30 km.

Pipe Works: Providing & Fixing of G.I pipes Rising main and Distribution system under Improvement/ retrofitting of WSS Sargal (Items Rate) E/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 lift upto 1.5 m, including getting out excavated and disposal of surplus excavated earth as direted: All kind of soil

Providing and fixing of GI pipes complete with cost of G.I pipes / fittings / gate valves / sluice valve on R/main & G/main / all types of pipe specials as per site requirement including handling of all type of carriages of material to the sites of work, interconnection at tapping point and delivery point with the exisiting system, (complete rate to be quoted by the Contractor) excluding trenching and refilling etc.

GI pipe 80mm dia (Medium)

GI pipe 80mm dia (Light)

GI pipe 65mm dia

GI pipe 50mm dia

GI pipe 40mm dia

GI pipe 32mm dia

GI pipe 25mm dia

GI pipe 20mm dia

GI pipe 15mm 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.

Provision for fabrication & erection of manifold incl. const. of Valve pit & cost/ fixing of sluice valves, Gate Valves, Tees, flanges & Pipe Specials complete (Turn key Basis)

Provision for welding works in rising mian & distribution system for fabrication of bends etc. of required degree

Providing / installation of household connections (Turn Key Basis)

Providing / installation of Flow meters (Turn Key Basis)

Mechanical Works: Providing, Installation, Testing and commissioning of Pumping machinery at T/W Diani, Stage Ist and P/S Parjani (Turn Key Basis) Providing, Installation, testing and commissioning of 1 No. submersible pum set along with 1 No. LT control panel and 1 No. standby submersible pumpset at Tube well Diani.

Providing, Installation, testing and commissioning of 02 No. HC pump sets along with 2 No. LT control panels and other allied works at Tube well diani.

Providing, Installation, testing and commissioning of 150 KVA voltage stabilizer at Tubewell Diani.

Providing, Installation, testing and commissioning of 5 ton Electric Chain block at Tube well Diani.

Creation of 100 KVA electric sub station at T/W Diani (Transformer level-II)

Providing, Installation, testing and commissioning of 1 no. LT conrol panel (GSM type) and 1 No. standby subersible pump set for existing old Tube well at Diani

Providing, Installation, testing and commissioning of 01 No. HC pump sets along with 1 no. LT Control panels and other allied works at existing old Tube well Diani

Creation of 63 KVA electric sub station at existing old Tube well diani

Providing, Installation, testing and commissioning of 02 No. HC pump sets along with 2 no. LT control panels and other allied works at Stage Ist.

Providing, Installation, testing and commissioning of 100 KVA voltage stabilizer at Stage Ist.

Creation of 100 KVA electric sub station at Stage Ist (Transformer level-II)

Providing, Installation ,testing and commissioning of 2 No. HC pump sets along with 2 No. LT control panels and other allied works at P/S Parjani.

Providing, Installation, testing and commissioning of 100 KVA voltage stabilizer at P/S Parjani

Provision for development of land at Four sites incl. electrifications, installation of sign board and levelling of ground. (Turn Key Basis)

Provision for road berms cuttings, dismantling/ demolition of lanes & drains incl. Restoration of same after laying of pipes. (Turn key Basis)

CH SRISAILAM

VAMSHI ENTERPRISES