Development/ Upgradation of Birpur JDA Housing Colony Samba under Deposit Contribution Works

Amount

Constt. of 2.0 lakh Glns capacity OHT (Turn Key Basis) Design, Construction, Testing and Commissioning of RCC OHT based on approval drawings and specifications read with general conditions of contract with architectural features of 2.0 lakhs gallons capacity with single compartment and 20.00 meters staging height supported on rectangular/ square columns with a minimum depth of foundation 2.0 mtr below ground level 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 protection and vitrified tile flooring inside store.The average safe bearing capacity of soil shall be conducted by the contractor by bore log method 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)

Construction of 50000 Glns capacity Sump Tank (Items Rate) Earth work in bulk excavation by manual 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)

Providing and laying in position ready mixed M-30 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-30 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-500 or more

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

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

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

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

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

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

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

Extra for arches and domes , vaults upto 6 mtr span

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

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

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

Cement concrete flooring 1:2:4 (1 cement: 2 coarse sand: 4 graded stone aggregate) finished with a floating coat of neat cement including cement slurry and curing complete, but excluding the cost of nosing of steps etc. complete. 40mm thick with 20mm nominal size stone aggregate

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

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

Providing and fixing UPVC plain, bends 80mm dia

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

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

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

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

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

Carriage of Sand by Mechanical Transport from source (to be identified by engineer in charge) to site of work/dumping place (To be identified by engineer in charge) including cost for loading and unloading.for an av. distance of 30 km.

Carriage of stone aggregate (Crushed) upto 20 mm by Mechanical Transport from source (to be identified by engineer in charge) to site of work /dumping place (To be identified by engineer in charge) including cost for loading and unloading.for an av. distance of 30 kms.

Carriage of Stone aggregate above 40mm (Crushed) by Mechanical Transport from source (to be identified by engineer in charge) to site of work /dumping place (To be identified by engineer in charge) including cost for loading and unloading.for an av. distance of 30 km.

Civil Works: (Items Rate) Construction of tube- well building cum Operator Quarters near tube- well No. 01 and 02 - ( 02 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)

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 thick Cement plaster on 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 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.

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

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

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

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

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

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

Carriage of Sand by Mechanical Transport from source to site of work for an av. Distance of 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 Brick from klin to site of work by M.T 15 km

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

Internal concealed Electrification including under ground conduit pipes, wiring, steel boxes and switches for 4 No light points(internal) with holder and LED bulbs and external 4 Nos with LED security lights with required M.S. bracket for mounting (external grade) including Service line upto 10 m complete as directed by Engr in charge.

Provision for sanitary fittings incl. instalation of W.C, wash basin , sink and all other allied works including pipe works and storage tank ( complete job)

Civil Works: (Items Rate) Construction of tube- well cum pump room building at CPS 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)

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 thick Cement plaster on 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 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.

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

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

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

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

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

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

Carriage of Sand by Mechanical Transport from source to site of work for an av. Distance of 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 Brick from klin to site of work by M.T 15 km

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

Internal concealed Electrification including under ground conduit pipes, wiring, steel boxes and switches for 4 No light points(internal) with holder and LED bulbs and external 4 Nos with LED security lights with required M.S. bracket for mounting (external grade) including Service line upto 10 m complete as directed by Engr in charge.

Civil Works: (Items Rate) Construction of Chowkidar Quarter at Central Pumping Station: 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)

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

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)

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 thick Cement plaster on 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 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.

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

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

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

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

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

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

Carriage of Sand by Mechanical Transport from source to site of work for an av. Distance of 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 Brick from klin to site of work by M.T 15 km

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

Internal concealed Electrification including under ground conduit pipes, wiring, steel boxes and switches for 12 No light points(internal) with holder and LED bulbs and external 4 Nos with LED security lights with required M.S. bracket for mounting (external grade) including Service line upto 10 m complete as directed by Engr in charge.

Provision for sanitary fittings incl. instalation of W.C, wash basin , sink and all other allied works including pipe works and storage tank ( complete job)

Construction of Compound wall around the civil structures (03 Nos.)(Lenth= 480 mtr) 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)

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 : 4coarse sand)

Painting with synthetic enamel paint of approved brand and manufacture to give an even shade. Two or more coats on new work including a coat of approved steel primer by excluding a coat of mordent solution

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 10 km

Carriage of Bajri (above 40mm) 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 10 km

Steel work welded in built up sections/ framed work including cutting, hoisting, fixing in position and applying a primer coat of approved steel primer using structural steel etc. as required in gratings, frames, guard bars, ladder, railings, brackets, gates and similar works

Pipe Works: ( Providing and fitting of Rising main from 2 Nos. tube- wells to OHT and Distribution Main D.I. pipe for JDA colony Birpur ) 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 of D.I. pipe (K-9 confrming toIS: 8329 100 mm dia ( For Rising Main)

Providing and laying of D.I. pipe (K-7) 250 mm dia (L)

Providing and laying of D.I. pipe (K-7) 200 mm dia (L)

Providing and laying of D.I. pipe (K-7) 150 mm dia (L)

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 push on joints to D.I. pipes including cost of rubber gaskets (100 mm dia) .

Providing push on joints to D.I. pipes including cost of rubber gaskets (250 mm(L)dia) .

Providing push on joints to D.I. pipes including cost of rubber gaskets (200 mm (L) dia) .

Providing push on joints to D.I. pipes including cost of rubber gaskets (150 mm (L) dia) .

Providing and laying D.I. special of class K-12 suitable for push on jointing upto 600 mm dia .

Providing & fixing CI Double acting Air valve of approved quallity with nut and bolts rubber insertions etc. complete , the tail pieces , tapers etc. if required shall be paid seperately as specification IS:14846) complete including testing .1.6 MPa (16kg/cm2) 100 mm dia

Providing & fixing CI Double Flanged sluice valve /Check Valve/NRV) as per specifications (IS:14846) for control purpose in proposed pipe of following dia including jointing material (bolts, nuts, gaskets, washers, rubber insertions etc.) complete including testing. 1.6 MPa(16 kg/cm2) 100 mm dia

250mm dia

200mm dia

150mm dia

Provision for fabrication of joints and making of mainfolds by way of welding with electric arc welding including interconnection of Distribution lines ( complete job)

Dismantling of Bitumunous Road surfaces including demolishing of WBM (in layers) and sub base, stacking of serviceable material for earth work excavation for pipe laying and restoration of damaged portion of road to match the existing specifications of the road after pipe laying and back filling

Pipe Works: ( Providing and fixing of G.I pipes for Distribution System ) 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

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

Providing and laying of G.I. pipe complete 100 mm dia (Light)

Providing and laying of G.I. pipe complete 80 mm dia (Light)

Providing and laying of G.I. pipe complete 65 mm dia (Light)

Providing and laying of G.I. pipe complete 50 mm dia (Light)

Providing and laying of G.I. pipe complete 40 mm dia (Light)

Providing and laying of G.I. pipe complete 25 mm dia (Light)

Providing and laying of G.I. pipe complete 20 mm dia (Light)

Providing and laying of G.I. pipe complete 15 mm dia (Light)

Providing of gun metal gate valve 65 mm dia

Providing of gun metal gate valve 50 mm dia

Providing of gun metal gate valve 40 mm dia

Providing of gun metal gate valve 25 mm dia

Providing & fixing CI Double Flanged sluice valve /Check Valve/NRV) as per specifications (IS:14846) for control purpose in proposed pipe of following dia including jointing material (bolts, nuts, gaskets, washers, rubber insertions etc.) complete including testing. 1.6 MPa(16 kg/cm2) 100 mm dia

80 mm dia

Provision for fabrication of joints by way of welding

Making connection of G.I. distribution branch with G.I. main of following sizes by providing and fixing Tee, Unions etc including cutting and threading the pipe etc. complete, 25 to 40 mm nominal bore

Making connection of G.I. distribution branch with G.I. main of following sizes by providing and fixing Tee, Unions etc including cutting and threading the pipe etc. complete, 50 to 80 mm nominal bore

Dismantling of Bitumunous Road surfaces including demolishing of WBM (in layers) and sub base, stacking of serviceable material for earth work excavation for pipe laying and restoration of damaged portion of road to match the existing specifications of the road after pipe laying and back filling

Pipe Works: ( Shiftingof 100 mm dia existing Rising Main on new alignment rom tube- well Bari- Brahmana to Data da Talab (coming inthe landof JDA colony Birpur) 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

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

Providing and laying of G.I. pipe complete 100 mm dia (Medium)

Providing & fixing CI Double acting Air valve of approved quallity with nut and bolts rubber insertions etc. complete , the tail pieces , tapers etc. if required shall be paid seperately as specification IS:14846) complete including testing .1.6 MPa (16kg/cm2) 100 mm dia

Provision for fabrication of joints and making of mainfolds by way of welding with electric arc welding ( complete job)

Providing & fixing CI Double Flanged sluice valve /Check Valve/NRV) as per specifications (IS:14846) for control purpose in proposed pipe of following dia including jointing material (bolts, nuts, gaskets, washers, rubber insertions etc.) complete including testing. 1.6 MPa(16 kg/cm2) 100 mm dia

Dismantling of Bitumunous Road surfaces including demolishing of WBM (in layers) and sub base, stacking of serviceable material for earth work excavation for pipe laying and restoration of damaged portion of road to match the existing specifications of the road after pipe laying and back filling

M/s cee kay Traders

M/s Sourabh Construction Pvt. Ltd.