Improvement of WSS Rai Patti and Chann Matloni under JJM

Amount

(A) Improvement of water supply scheme Rai Patti under JJM Deep Drilling of Tube well by direct rotary mathod at Rai Patti (Turn Key Basis) Clearing of site by way of bush cutting, making approah road, shifting of machinery and allied material, preparation of site, proper tending for installation of machinery.

Drilling of gravel packed bore hole of 630 mm diameter for lowering of liner assebly consisting of bind and strainer pipes of 300/250/200 mm dia in all types of strats by drilling of sutie requirements and conditions. The work including cost of blind pipe and strainer pipe upto the depth of 250 mtrs

a. From G.I. to 200 mtrs below BGl

b. From 200m to 250m BGl

Providing of PEA shapped Gravel as per IS-4097 of 1967 with latest amendments for gravel packing of tube well and shrouding during and stablization of tube well

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

Stabilization and testiing of bore well by way of VT/ submersible pump set as per IS code- part-I 2800 of 19921 & IS- 2800 part-II of 1979 with upto date amendments pump set till the clear potable water having dicharge as per specification is yielded

a. Cost of ERW MS casing pipes 200mm dia

b. Cost of ERW MS casing pipes 300mm dia

c. Cost of slotting of ERW MS casing pipes 200mm dia

Febrication providing and fitiing of steel supporting for clamping

Civil Works: (Items Rate) 1. Construction of Pump Room Building cum operator Qtr. WSS Rai Patti 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)

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 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 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) 15mm Cement plaster of mix: 1:4 (1 cement: 4 coarse sand)

6mm Cement plaster of mix: 1:3 (1 cement: 3 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 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

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

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

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

Carriage of Sand by Mechanical Transport from source to site of work for an av. Distance of 5 km.

Carriage of Bajri (below 40mm) by Mechanical Transport from source to site of work for an av. Distance of 5 km.

Carriage of Bajri (above 40mm) by Mechanical Transport from source to site of work for an av. Distance of 5 km.

Carriage of soling stone/ boulders by Mechanical Transport from source to site of work for an av. Distance of 8 km.

Carriage of Brick from klin to site of work by M.T 8 km

Carriage of tiles from klin to site of work by M.T 8 km

Provision of Electric fitting

Provision for steel girder

Provision for drainage, sanitation and water supply

Provision of washroom for operational staff

Construction of 02 Nos 10000 Glns capacity GSR/ Sump Tank (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 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)

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.

Carriage of Sand by Mechanical Transport from source to site of work for an av. Distance of 5 km.

Carriage of Bajri (below 40mm) by Mechanical Transport from source to site of work for an av. Distance of 5 km.

Carriage of Bajri (above 40mm) by Mechanical Transport from source to site of work for an av. Distance of 5 km.

Electrical Works/ Mechanical Works: (Turn key Basis) Providing, Installation testing and commissioning of submersible pump set (1 working & 1 standby) along with allied works

Cost for providing, Installation testing and commissioning of 150 KVA voltage stablizer along with allied works

Cost for providing, installation testing and commissioning of fully automatic LT control panel along with allied works

Erection of 100 KVA electric sub station along with allied works

Providing, Installation testing and commissioning of HC pump set (1 working & 1 standby) along with allied works

Providing , Installation testing and commissioning of LT control panel along with alied work for HC pump set

Fabrication , Installation and commissioning of gantry along with chain pulley hoist (electrical ) along with allied work

Pipe Works: (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 / flow meter 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)

G.I pipe 65 mm 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.

Providing / installation of household connections

Construction of 02 Nos 20000 Glns capacity GSR/S.T. at Rai Patti (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)

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 100mm 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.

Carriage of Sand by Mechanical Transport from source to site of work for an av. Distance of 5 km.

Carriage of Bajri (below 40mm) by Mechanical Transport from source to site of work for an av. Distance of 5 km.

Carriage of Bajri (above 40mm) by Mechanical Transport from source to site of work for an av. Distance of 5 km.

Construction of Compound wall around the Pump Room Building and Development of Tube Well station inclusive electrification, erection of sign board & levelling of ground of Rai Patti (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)

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 : 1:4 ( 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

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

Surface dressing of the ground including removing vegetation and in-equalities not exceeding 15 cm deep and disposal of rubbish, lead upto 50m and lift upto 1.5 m in All kindl of Soil

Carriage of Sand by Mechanical Transport from source to site of work for an av. Distance of 5 km.

Carriage of Bajri (below 40mm) by Mechanical Transport from source to site of work for an av. Distance of 5 km.

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

Providing and fixing of Iron Gate

Provision for development of T/Well stn enclusive electricficaiton , erection of sign board & levelling of Ground (Turn Key Basis)

Provision for Chain link fencing around the structure at Rai patti(Turn Key basis)

Provision for interconnection of rising main & distt. System incl fabrication works and valve pits(Turn Key basis)

(A) Improvement of water supply scheme chann Matloni under JJM Deep Drilling of Tube well by direct rotary mathod at Chann Matloni (Turn Key Basis) Clearing of site by way of bush cutting, making approah road, shifting of machinery and allied material, preparation of site, proper tending for installation of machinery.

Drilling of gravel packed bore hole of 630 mm diameter for lowering of liner assebly consisting of bind and strainer pipes of 300/250/200 mm dia in all types of strats by drilling of sutie requirements and conditions. The work including cost of blind pipe and strainer pipe upto the depth of 250 mtrs

a. From G.I. to 200 mtrs below BGl

b. From 200m to 250m BGl

Providing of PEA shapped Gravel as per IS-4097 of 1967 with latest amendments for gravel packing of tube well and shrouding during and stablization of tube well

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

Stabilization and testiing of bore well by way of VT/ submersible pump set as per IS code- part-I 2800 of 19921 & IS- 2800 part-II of 1979 with upto date amendments pump set till the clear potable water having dicharge as per specification is yielded

a. Cost of ERW MS casing pipes 200mm dia

b. Cost of ERW MS casing pipes 300mm dia

c. Cost of slotting of ERW MS casing pipes 200mm dia

Febrication providing and fitiing of steel supporting for clamping

Civil Works: (Items Rate) 1. Construction of Pump Room Building cum operator Qtr. WSS Chann Matloni 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)

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 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 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) 15mm Cement plaster of mix: 1:4 (1 cement: 4 coarse sand)

6mm Cement plaster of mix: 1:3 (1 cement: 3 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 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

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

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

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

Carriage of Sand by Mechanical Transport from source to site of work for an av. Distance of 5 km.

Carriage of Bajri (below 40mm) by Mechanical Transport from source to site of work for an av. Distance of 5 km.

Carriage of Bajri (above 40mm) by Mechanical Transport from source to site of work for an av. Distance of 5 km.

Carriage of soling stone/ boulders by Mechanical Transport from source to site of work for an av. Distance of 5 km.

Carriage of Brick from klin to site of work by M.T 6 km

Carriage of tiles from klin to site of work by M.T 6 km

Provision of Electric fitting

Provision for steel girder

Provision for drainage, sanitation and water supply

Provision of washroom for operational staff

Design, Construction, Testing and Commissioning of RCC OHT with architectural features of 0.30 lakhs gallons capacity with single compartment and 17.00 meters staging height supported on rectangular/ square columns only on "Turn Key Basis" at Harsath Madoon under WSS Chann Matloni 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-25 design mix concrete)

Electrical Works/ Mechanical Works: (Turn key Basis) Providing, Installation testing and commissioning of submersible pump set (1 working & 1 standby) along with allied works

Cost for providing, Installation testing and commissioning of 150 KVA voltage stablizer along with allied works

Cost for providing, installation testing and commissioning of fully automatic LT control panel along with allied works

Erection of 100 KVA electric sub station along with allied works

Providing, Installation testing and commissioning of HC pump set (1 working & 1 standby) along with allied works

Providing , Installation testing and commissioning of LT control panel along with alied work for HC pump set

Fabrication , Installation and commissioning of gantry along with chain pulley hoist (electrical ) along with allied work

Pipe Works: (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 / flow meter 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)

G.I pipe 65 mm dia

GI pipe 50mm dia

GI pipe 40mm 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.

Providing / installation of household connections

Construction of 04 nos compound wall around the Pump Room Building and Development of Tube Well station inclusive electrification, erection of sign board & levelling of ground of Chann matloni (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)

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 : 1:4 ( 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

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

Surface dressing of the ground including removing vegetation and in-equalities not exceeding 15 cm deep and disposal of rubbish, lead upto 50m and lift upto 1.5 m in All kindl of Soil

Carriage of Sand by Mechanical Transport from source to site of work for an av. Distance of 5 km.

Carriage of Bajri (below 40mm) by Mechanical Transport from source to site of work for an av. Distance of 5 km.

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

Providing and fixing of Iron Gate

Provision for development of T/Well stn enclusive electricficaiton , erection of sign board & levelling of Ground (Turn Key Basis)

Provision for interconnection of rising main & distt. System incl fabrication works (Turn Key basis)

VAMSHI ENTERPRISES

CH SRISAILAM