Improvement/ Augmentation of water Supply Scheme Tarore Khadergal under Jal Jeevan Mission

Amount

Deep drilling of Tube well by direct Rotary method /Dual Rotary (Discharge 5000 GPH) Deep drilling of Tube well by direct rotary/dual rotary method with safe discharge not less than 5000 GPH along with clearance of site by way of bush cutting, making approach road, shifting of machinery, tools and tackle all material, prepration of site, proper drilling of gravel packed bore 530 mm dia for lowering of linear assembly and staner pipes of 300/250 mm dia 8mm thickness in all types of strata and conditions upto required depth (minimum 250 mtr or technically feasable depth) for acquiring desired discharge including cost of blind pipe & stainer, development of tube well by air compressor of adequate capacity and stabilization and testing of tube well by way of VT/submerssible pump set as per IS code Part -1 2800 of 1992 & IS -800 Part II of 1979 with upto date ammendments to give clear potable water having discharge as per specifications is yielded including cost of ERW MS casing Pipes 300/250 mm dia 8mm thick, slotting of ERW MS Casing pipes 300/250 mm dia 8mm thick, fabrication,providing and fitting of steel supporting clamps. at khadergal under WSS Tarore Khadergal (Turn Key Basis)

Electrical work (Turn Key Basis) Creation of 100 KVA electric sub station complete including Laying of H.Tand L.T line on steel tubular poles, with weasel conductor, earthing complete, L A Set, DOF set, link set, LT cables including connection with H.T line complete job.

Mechanical Works: (Turn key basis) Providing, installation, testing and commissioning of Submerssible pump set of 5000 GPH discharge and 175 mts head along with stand by and allied components including Design,providing, installation, testing and commisssioning of automatic control panel along with allied works and 5.0 Ton manual chain block. Providing,intallation and testing of of 100 KVA voltage stabilizer along with necessary cables etc at new tube well station (complete job). Procurement,installation testing and commissioning of HC pump of specifications 5000 GPH discharge and 150 mts head along with standby including design, providing and fixing of 2 No's automatic control panels for HC pump set along with allied works.

Civil Works: Construction of Pump Room building near proposed tube well (Items Rate) Earth work in bulk excavation by means over areas (Exceeding 30 cm and upto 1.5 mtr in depth, 1.5 mtr in width as well as 10 sqm. On plan) including disposal of excavated earth upto 1 mtr from cutting edge, disposed earth to be leveled and 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)

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

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 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.

Providing and fixing 1mm thick M.S sheet door with frame of 40x60x6 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 40x60x6mm 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

Steel work welded in built up sections for tee /angle iron frames for doors windows and ventilator, ladders railings , girders etc of mild steel including cutting/hoisting fixing in position including priming coat.

Steel work in single section for without connectong plate including cutting hoisting and placing in position and priming coat for girder

Cement plaster (in coarse sand) 15mm Cement plaster of mix: 1:6 (1 cement: 6 coarse sand)

12mm 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

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

10cm thick (average) mud phaska of damped brick eartjh on roofs laid to slope consolidated and plastered with 25 mm thick mud mortar mixed with bhusa at 35kg per cum of eatrth 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 designatgion 10.0

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.

White washing with lime to give an even shade

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.

Carriage of Sand by Mechanical Transport from source to site of work for an av. Distance of 25 km.

Carriage of Bajri (below 40mm) by Mechanical Transport from source to site of work for an av. Distance of 25 km.

Carriage of Bajri (above 40mm) by Mechanical Transport from source to site of work for an av. Distance of 25 km.

Carriage of soling stone/ boulders by Mechanical Transport from source to site of work for an av. Distance of 15 km.

Carriage of Brick from klin to site of work by M.T 15 km

Carriage of tiles from klin to site of work by M.T 15 km

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 main line Complete Job.

Civil Works: Construction of Pump Room building near existing tube well (Items Rate) Earth work in bulk excavation by means over areas (Exceeding 30 cm and upto 1.5 mtr in depth, 1.5 mtr in width as well as 10 sqm. On plan) including disposal of excavated earth upto 1 mtr from cutting edge, disposed earth to be leveled and 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)

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

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 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.

Providing and fixing 1mm thick M.S sheet door with frame of 40x60x6 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 40x60x6mm 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

Steel work welded in built up sections for tee /angle iron frames for doors windows and ventilator, ladders railings , girders etc of mild steel including cutting/hoisting fixing in position including priming coat.

Steel work in single section for without connectong plate including cutting hoisting and placing in position and priming coat for girder

Cement plaster (in coarse sand) 15mm Cement plaster of mix: 1:6 (1 cement: 6 coarse sand)

12mm 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

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

10cm thick (average) mud phaska of damped brick eartjh on roofs laid to slope consolidated and plastered with 25 mm thick mud mortar mixed with bhusa at 35kg per cum of eatrth 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 designatgion 10.0

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.

White washing with lime to give an even shade

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.

Carriage of Sand by Mechanical Transport from source to site of work for an av. Distance of 25 km.

Carriage of Bajri (below 40mm) by Mechanical Transport from source to site of work for an av. Distance of 25 km.

Carriage of Bajri (above 40mm) by Mechanical Transport from source to site of work for an av. Distance of 25 km.

Carriage of soling stone/ boulders by Mechanical Transport from source to site of work for an av. Distance of 15 km.

Carriage of Brick from klin to site of work by M.T 15 km

Carriage of tiles from klin to site of work by M.T 15 km

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 main line Complete Job.

Construction of 20000 Gallons Sump Tank near proposed tube well (Items Rate) Earth work in bulk excavation by means over areas (Exceeding 30 cm in depth, 1.5 mtr in width as well as 10 sqm. On plan) including disposal of excavated earth lead upto 50 mtr and lift upto 1.5 mtr as directed by Engineer in Charge. 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)

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.

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

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

Steel work welded in built up sections for manhole cover,ladders railings ete

Carriage of Sand by Mechanical Transport from source to site of work for an av. Distance of 25 km.

Carriage of Bajri (below 40mm) by Mechanical Transport from source to site of work for an av. Distance of 25 km.

Carriage of Bajri (above 40mm) by Mechanical Transport from source to site of work for an av. Distance of 25 km.

Construction of Compound wall around the civil structure (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 directed. (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)

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)

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 : 1:4 ( 1 cement : 4 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 25 km.

Carriage of Bajri (below 40mm) by Mechanical Transport from source to site of work for an av. Distance of 25 km.

Carriage of Bajri (above 40mm) by Mechanical Transport from source to site of work for an av. Distance of 25 km.

Carriage of soling stone/ boulders by Mechanical Transport from source to site of work for an av. Distance of 10 km.

Carriage of Brick from klin to site of work by M.T 5 km

Steel work welded in built up sections for ladders railings,gates etc using structural steel including cutting/hoisting fixing in position including priming coat.

Writing on walls and Fabrication, erection ,painting and writing of Sign board

Construction, Testing and Commissioning of RCC OHT with architectural features of 0.50 lakhs gallons capacity with single compartment and 17.00 meters staging height supported on rectangular/ square columns only on "Turn Key Basis" at Tarore Khadergal under WSS Tarore Khadergal including providing and fixing of D.I pipeline fittings for inlet, outlet Scour and overflow delivering upto disposal point & providing and fixing of all accessories such as lightening arrestor, water level indicator, R.C.C. stairs from ground level to top landing along outside columns, RCC Ladder from Top Landing to Gallery, RCC Steps along the tank from Gallery to Top Dome, side steel railing upto dome of OHT with stairs within the reservoir upto the bed from the manhole of the tank, gallery to top of dome and inside the tank with side steel railing, ventilating cowls valve pit with proper flooring cover, manhole covers with frame and M.S. railing for stairs and at root flooring, vertical D.I. pipelines and standard D.I. pipe fitting etc. all complete. The top water container should be preferably cylindrical in shape, shaft for support shall not be permitted. The foundation, columns bearing etc. shall be designed and constructed so as to have a provision for the construction of a single storey building between the G.L. bracing and first bracing with RCC roof slab and bricks walls for store accommodation. The Position of the bracing shall be so fixed that the height of floor is approximately 3.50 M and the top of ground level bracing is 0.60 M above general ground level to provide for plinth. Bearing capacity of soil shall be conducted by the contractor and approved from Chief Engineer Design, Inspection & Quality Control (DIQC) Department Jammu at his own cost and nothing extra shall be paid to him for the same ( Using M-30 design mix concrete)

Pipe Works: Providing , Laying and fitting of Rising main and Distribution system. 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 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 100mm dia (Medium) 0.90 x 0.80

GI pipe 100mm dia (Light) 0.90 x 0.80

GI pipe 80mm dia (Light) 0.80 x 0.75

GI pipe 65mm dia 0.75 x 0.65

GI pipe 50mm dia 0.60 x 0.50

GI pipe 40mm dia 0.50 x 0.40

GI pipe 32mm dia 0.45 x 0.40

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.

Provision for welding work for rising main and distribution system, fabrication of bends of required degree.

Provision for fabrication of manifold including welding and providing and fitting of sluice valys 100mm diaand 80mm dia.

Providing / installation of household connections

Supply , installation. testing and commissioning of Flow Metering System (ISI Marked branded make to be approved by Engineer-in-incharge))

Dismanttling tile work in floors laid in cement mortor including stacking material within 50mtrs and relaying of tile after laying of pipe as per instructions of site engineer (Complete Job)

Dismanttling of Bitumen course by mech/manually means and disposal of dismanttled material upto lead of 50 mtr and laying of B.T surface with 25mm thick top layer after laying of pipe as per instructions of site engineer (Complete Job)

Provision for Protection works of Tube well Station at Nallah WSS Tarore Khadergal (Item Rates) 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 directed. All kinds of soils.

Filling of stones into crates by means of hand packing

Supply of stones @ 85 % of quantity vide above item

Carriage of stones Avg. 15 km by Mechanical transport

Supply and providing of Knitted wire crate (B.M wire 4 mm ) Size 6 x 1.5 x 1.5 mtr. Mesh 6'' x 6" weight 64 kg including lids at site

RAKESH KUMAR GUPTA

M/S. JAI MAA ASSOCIATES

M/s cee kay Traders