Balance work of Improvement and Augmentation of Water Supply Scheme Dain Dabbar under UT Capex Budget (Erstwhile JKIDFC Languishing)

Amount

Construction of Boundary wall around the civil structure (Items Rate) Earth work in excavation by manual means in trenches for foundation , drains , pipes cables etc (not exceeding 1.5 mtr in width) and for shafts wells, cesspits and the like not exceeding 10 sqm on plan, including dressing of sides and ramming of bottoms lift upto 1.5 m, including getting out excavated earth and disposal of surplus excavated earth as directed in all kinds of soils.

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

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

Dumping and filling of stone on level including supply of stones

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

Carriage of Sand by Mechanical Transport from source to site of work for an av. Distance of 10 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 10 km

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

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

Steel work welded in built up sections/framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. In stringers, treads, landings etc. of stair cases, including use of chequered plate wherever required, all complete. In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works. ( For Iron Gate)

Construction of 10000 Glns capacity GSR/Sump Tank 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-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-500 or more

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

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

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

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

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

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

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

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

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

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

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

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

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

Providing and fixing UPVC plain, bends 80mm dia

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

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

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 20 kms. and 500 mtr by head load

Carriage of stone aggregate (Crushed) upto 20 mm by Mechanical Transport from source (to be identified by engineer in charge) to site of work /dumping place (To be identified by engineer in charge) including cost for loading and unloading.for an av. distance of 20 kms and 500 mtr by head load

Carriage of Stone aggregate above 40mm (Crushed) by Mechanical Transport from source (to be identified by engineer in charge) to site of work /dumping place (To be identified by engineer in charge) including cost for loading and unloading.for an av. distance of 20 km. and 500 mtr by head load

Carriage of Steel 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 20 Kms and 500 mtr by head load

Carriage of Cement from division head quarter 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 20 km and 500 mtr by head load

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 and HDPE pipes complete with cost of G.I pipes / HDPE pipes/ fittings excluding trenching and refilling etc. (External work)

GI pipe 65mm dia (Medium ) (Trench size 0.60 x 0.60)

GI pipe 65mm dia (Light) (Trench size 0.60 x 0.60)

GI pipe 50mm dia (Light) (Trench size 0.60 x 0.50)

GI pipe 40mm dia (Light) (Trench size 0.50 x 0.45)

GI pipe 25mm dia (Trench size 0.40 x0.35)

GI pipe 20mm dia (Trench size 0.35 x0.30)

GI pipe 15mm dia (Trench size 0.30 x0.25)

HDPE pipe 75 mm dia ( tench size 0.70 x0.70)

HDPE pipe 63 mm dia ( tench size 0.60 x0.60)

HDPE pipe 50 mm dia ( tench size 0.60 x0.50)

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.

Dismantling manually/ mechanically including stacking of serviceable material and disposal of unserviceable material within 50 mtrs lead as per directions of Engineer in charge (Bituminous road)

Dismantling the tile work in floors and roofs laid in cement mortar including stacking material within 50 meters lead ( for thickness of tiles above 25 mm and upto 40 mm)

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 fixing 80 mm dia C. I. sluice valve/ Check valve as per specifications IS: 14846 for control purpose of different dias including joining material , bolts, nuts , washer, rubber insertions etc.

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

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

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

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

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

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

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

Providing and fixing brass stop cock of approved quality 15 mm nominal bore

Providing and fixing brass ferrule with C.I. mouth cover including borring and tapping the main 15 mm nominal bore

Repair/ strengthening of existing 20000 Gallons Sump Tank: 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 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 ( wallings )

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 20mm nominal size)

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

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

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

12 mm plaster of mix: 1:3(1 cement : 3 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

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

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

Labour engaged for cleaning / taking out silt of sump tank and dismantling of ramp and dismantling of bed slab

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

Providing and mixing water proffing material in cement @ 1 kg/50 kg of cement

Carriage of stone aggregate of maximum size of 40mm by MT 20 km and 100 mtr head load

Carriage of sand and stone aggregate by MT 20 km and 100 mtr head load

Carriage of cement by MT 20 km and 100 mtr head load

Repair of 10000 Glns capacity GSR Piyore: 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)

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 for walls (any thickness) including attached pilasters buttresses, plinth and string course fillets, kerbs and steps etc.

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

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

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

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

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

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

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

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

Providing and fixing UPVC plain, bends 80mm dia

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

Labour engaged for cleaning / taking out silt of sump tank and dismantling of ramp and dismantling of bed slab

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.

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 20 kms. and 500 mtr by head load

Carriage of stone aggregate (Crushed) upto 20 mm by Mechanical Transport from source (to be identified by engineer in charge) to site of work /dumping place (To be identified by engineer in charge) including cost for loading and unloading.for an av. distance of 20 kms and 500 mtr by head load

Carriage of Steel 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 20 Kms and 500 mtr by head load

Carriage of Cement from division head quarter 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 20 km and 500 mtr by head load

Mechanical Works (Turn Key Basis): Filtration Plant Dain Dabbar : Providing of water level sensors to LT control panels . Earthing , Indooor and outdoor electrification of Filtration Plant and pump room .

Dug well Jasath: Fabrication of CGI shed for housing of electro-mechanical equipment’s adjoining old shed. Providing and laying of plinth with the concrete of 1:2:4 for the shed of 10’ x 10’ size.

Providing, installation, testing & commissioning of one no. HC pump set as per various specifications of IS 1520 having specifications 5000 GPH x 300 Mtrs. Head coupled with high-speed induction motor along with allied works at Tube Well.

Design, fabrication, installation, testing and commissioning of one no. LT control panel with built in fault analyzer suitable for operation of newly installed HC pump set including earthing and providing and fixing 03 Nos. 50 watt outdoor type solar led light fixed properly on the side walls of the pump room

M/S KOUSHAL SHARMA

naminder kumar govt. contractor