Augmentation of water supply scheme Reasi Town incl. Operation and Maintenance of scheme for 05 Years under AMRUT 2.0

Amount

Construction of R.C.C Sump Tank (60,000 GLN) and Pump Room at Intake Earth work in bulk excavation by mechanical means (hydraulic excavator) over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 m2 on plan) including disposal of excavated earth lead upto 50 meters and lift upto 1.5 m, as directed by Engineer-in-Charge. All kinds of soil

Earth work in bulk excavation by manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 m2 on plan) including disposal of excavated earth lead upto 50 meters and lift upto 1.5 m, as directed by Engineer-in Charge. All kinds of soil

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

Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including 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 Engineer-incharge. Note: - Cement in this item is @ 330 kg/ cum. Excess or less cement used as per design mix is content considered payable or recoverable separately. All works upto plinth level

Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including 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 Engineer-incharge. Note: - Cement in this item is @ 330 kg/ cum. Excess or less cement used as per design mix is content considered payable or recoverable separately. All works above plinth level upto floor V level

Extra for providing richer mixes at all floor levels. Note:- Excess/ less cement over the specified cement content used is payable/ recoverable separately. Providing M-30 grade concrete instead of M-25 grade BMC/RMC

Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level Thermo Mechanically Treated bars of grade Fe-500D or more.

Centering and shuttering including strutting, propping etc. and removal of form for Foundations, footings, bases of columns etc. for mass concrete.

Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc.

Centering 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

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

Centering and shuttering including strutting, propping etc. and removal of form for:Columns, pillars, piers, abutments, posts and struts

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 burnt clay (non-modular) bricks of class designation 7.5 in foundations and plinth including curing in : Cement mortar 1:4 (1 cement : 4 coarse sand)

CEMENT PLASTER (IN FINE SAND)12mm Cement plaster of mix: 1 : 6 ( 1 cement : 6 fine sand)

CEMENT PLASTER (IN FINE SAND)12mm Cement plaster of mix: 1 : 4 ( 1 cement : 4 fine sand)

Providing and fixing on wall face un-plasticized Rigid PVC rain water pipes conforming to IS: 13592 Type A including jointing with seal ring conforming to IS: 5382 leaving 10 mm gap for thermal expansion 110 mm diametre

Providing gola 75x75 mm in cement concrete 1:2:4 (1 cement: 2 coarse sand: 4 stone aggregate 10 mm and down gauge), including finishing withcement mortar 1:3 (1 cement: 3 fine sand) as per standard design. In 75x75 mm deep chase

Making khurras 45x45 cm with average minimum thickness of 5 cm cement concrete 1:2:4 (1 cement: 2 coarse sand: 4 graded stone aggregate of 20 mm nominal size) over P.V.C. sheet 1 m x1 m x 400 micron, finished with 12 mm cement plaster 1:3 (1 cement: 3 coarse sand) and a coat of neat cement, rounding the edges and making and finishing the outlet complete

Providing and laying integral cement based water proofing treatment including preparation of surfaces as required for treatment of roofs, balconies, terraces etc consisting of following operations. a) Applying a slurry coat of neat cement using 2.75kg/sqm of cement admixed with water proofing compound conforming to IS 2645 and approved by Engineer-in-charge over the RCC Slab including adjoining walls upto 300mm height including cleaning the surface before treatment. b) Laying brick bats with mortar using broken bricks/ Brick Bats 25mm to 115mm size with 50% of Cement mortar 1:5 (1 Cement : 5 coarse sand) admixed with water proofing compound conforming to IS 2645 and approved by Engineer-in-charge over 20mm thick layer of cement mortar of mix 1:5 (1 Cement : 5 coarse sand) admixed with water proofing compound conforming to IS 2645 and approved by Engineerin-charge to required slope and treating similarly the adjoining walls upto 300mm height including rounding of Junctions of walls and slabs) c) After two days of proper curing applying a second coat of cement slurry using 2.75kg/sqm of cement admixed with water proofing compound conforming to IS 2645 and approved by Engineer-in charge.d) finishing the surface with 20mm thick joint less cement mortar of mix 1:4(1 cement: 4 coarse sand) admixed with water proofing compound conforming to IS 2645 and approved by Engineer-in-charge including laying glass fibre cloth of approved quality in top layer of plaster and finally finishing the surface with trowel with neat cement slurry and making pattern of 300x300mm/sq 3mm deep. e) The whole terrace so finished shall be flooded with water for a minimum period of two weeks for curing and for final test. All aboveoperations to be done in order and as directed and specified by Engineerin charge. With average thickness of 120mm and minimum thickness at khurra as 65 mm

Distempering with oil bound washable distemper of approved brand andmanufacture to give an even shade on New work (two or more coats) overand including priming coat with water thinnable cement primer

Providing and fixing aluminum work for doors, windows, ventilators and partitions with extruded built up standard tubular sections/appropriate Zsections and other sections of approved make conforming to IS: 733 and IS: 1285, fixed with dash fastener of required dia. and size including necessary filling up of gaps at junctions i.e, at top, bottom and sides with required EPDM rubber / neoprene gasket felt etc. Aluminum sections shall be smooth, rust free, straight, mitred and jointed mechanically wherever required including cleat angle, Aluminum snap beading forglazing / panelling, C.P. brass / stainless steel screws, all complete as per architectural drawings and the directions of Engineer-in-Charge (glazing, panelling and dash fasteners to be paid for separately.)

For shutters of doors, windows & ventilators including providing and fixing hinges I pivots and making provision for fixing of fittings wherever required including the cost of EPDM rubber / neoprene gasket required (Fittings shall be paid for separately.)

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

Providing and fixing hand rail of approved size by welding etc. to steel ladder railing, balcony railing, staircase railing and similar works, including applying priming coat of approved steel primer. G.I. pipes

Providing and fixing 12mm thick prelaminated particle boardflat pressed three layer or graded wood particle board (conforming to IS: 12823 Grade-l type-11) in panelling fixed in aluminium doors, windows shutters and partition frames with C. P. brass I stainless steel screws etc. complete as per architectural drawings and directions of engineer-in charge

Providing and fixing glazing in aluminum door, window, ventilator shutters and partitions etc. with EPDM rubber / neoprene gasket etc.complete as per the architectural drawings and the directions of engineerin-charge. (Cost of aluminum snap beading shall be paid in basic item.) With floating glass panes of 4.0 mm thickness (weight not less than 10.00 kg / sqm)

Providing and fixing aluminium round shape handle of outer dia 100 mm with SS screws etc. Complete as per direction of Engineer-in-charge

Providing and fixing aluminium tower bolts lSI marked anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour or shade with necessary screws etc. complete :

Providing and fixing bright finished brass 100 mm mortice latch and lock, ISI marked, with six levers and a pair of anodized (anodic coating not less than grade AC 10 as per IS : 1868) aluminum lever handles of approved quality with necessary screws etc. complete.

Cement concrete flooring 1:2:4 (1cement: 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.50 mm thick with 20mm nominal size stone aggregate

Providing and fixing G.I. pipes complete with G.I. fittings excluding trenching and refilling etc. (external work) 100 mm dia. nominal bore

Carriage of Sand ,Up to a lead of 35 Km by Mechanical Transport incl. loading, unloading and staking.

Carriage of Stone aggregate below 40 mm nominal size.Up to a lead of 8 Km by Mechanical Transport incl. loading, unloading and staking.

Carrige of Cement and Steel lead up to 3 Km by Mechanical Transport incl. loading, unloading and staking

Carrige of bricks lead up to 90 Km by Mechanical Transport incl. loading, unloading and staking

Carriage (Head Load) for Sand, stone aggregate below 40 mm nominal size. up to a lead of 400 m by Manual Labour including loading, unloading and stacking.

Carriage (Head Load) for Cement up to a lead of 400 m by Manual Labour including loading, unloading and stacking.

Carriage (Head Load) for Steel up to a lead of 400 m by Manual Labour including loading, unloading and stacking.

Construction of 30,000 GPH Rapid Sand Filtration Plant (WTP) at Kalka Station Earth work in bulk excavation by mechanical means (hydraulic excavator) over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 m2 on plan) including disposal of excavated earth lead upto 50 meters and lift upto 1.5 m, as directed by Engineer-in-Charge. All kinds of soil

Earth work in bulk excavation by manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 m2 on plan) including disposal of excavated earth lead upto 50 meters and lift upto 1.5 m, as directed by Engineer-in Charge. All kinds of soil

Dry stone soiling (any thickness) excluding cost of stones on horizontal

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

Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including 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 Engineer-incharge. Note: - Cement in this item is @ 330 kg/ cum. Excess or less cement used as per design mix is content considered payable or recoverable separately. All works upto plinth level

Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including 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 Engineer-incharge. Note: - Cement in this item is @ 330 kg/ cum. Excess or less cement used as per design mix is content considered payable or recoverable separately. All works above plinth level upto floor V level

Extra for providing richer mixes at all floor levels. Note:- Excess/ less cement over the specified cement content used is payable/ recoverable separately. Providing M-30 grade concrete instead of M-25 grade BMC/RMC

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

Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level Thermo Mechanically Treated bars of grade Fe-500D or more.

Centering and shuttering including strutting, propping etc. and removal of form for Foundations, footings, bases of columns etc. for mass concrete.

Extra for shuttering in circular works (20%)

Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc.

Extra for shuttering in circular works (20%)

Centering 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

Extra for shuttering in circular works (20%)

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

Extra for shuttering in circular works (20%)

Centering and shuttering including strutting, propping etc. and removal of form for:Columns, pillars, piers, abutments, posts and struts

Centering and shuttering including strutting, propping etc. and removal of form for Stairs (excluding landings) except spiral staircases.

Centering and shuttering including strutting, propping etc. and removal of form for Arches, domes, vaults upto 6 m span

Extra for arches, domes, vaults exceeding 6 m span

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 burnt clay (non-modular) bricks of class designation 7.5 in foundations and plinth including curing in : Cement mortar 1:4 (1 cement : 4 coarse sand)

Extra for half Brick masonry in superstructure above plinth level upto floor V level.

Extra for brick work with bricks of class designation 75 curved on plan upto a mean radius not exceeding 6 meters.

CEMENT PLASTER (IN FINE SAND)12mm Cement plaster of mix: 1 : 6 ( 1 cement : 6 fine sand)

CEMENT PLASTER (IN FINE SAND)12mm Cement plaster of mix: 1 : 4 ( 1 cement : 4 fine sand)

Providing and fixing on wall face un-plasticized Rigid PVC rain water pipes conforming to IS: 13592 Type A including jointing with seal ring conforming to IS: 5382 leaving 10 mm gap for thermal expansion 110 mm diametre

Providing and fixing on wall face un-plasticized Rigid PVC rain water pipes conforming to IS: 13592 Type A including jointing with seal ring conforming to IS: 5382 leaving 10 mm gap for thermal expansion. (i) Single socketed pipes 75 mm diametre

Providing and fixing aluminium tower bolts lSI marked anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour or shade with necessary screws etc. complete :

Providing and fixing bright finished brass 100 mm mortice latch and lock, ISI marked, with six levers and a pair of anodized (anodic coating not less than grade AC 10 as per IS : 1868) aluminum lever handles of approved quality with necessary screws etc. complete.

Cement concrete flooring 1:2:4 (1cement: 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.50 mm thick with 20mm nominal size stone aggregate

Providing and laying S&S Centrifugally Cast (Spun)/ Ductile Iron Pipes conforming to IS : 8329. 200 mm dia. DI-K9 for wash out

Providing and mixing water proofing material in cement concrete work in doses by weight of cement as per manufacturer’s specification. (1 kg of water proofing material in 50 kg of cement)

Finishing walls with water proofing cement paint of required shade New work (two or more coats applied @ 3.84 kg/10sqm)

Providing and fixing G.I.bends 200 mm dia with MS plate including cutting ang welding extra with distribution washou

Providing and fixing of AC plain bends with accessdor of size 100 mm dia

Kota stone slab 20 mm thick in risers of steps, skirting, dado and pillars laid on 12 mm ( average) thick cement mortar 1:3 (1 cement:3 coarse sand) and jointed with grey cement slurry mixed with pigment to match the shade of the slabs, including rubbing, polishing and curing complete.

Providing and laying Vitrified tiles in floor with different sizes (thickness to be specified by the manufacturer), with water absorption less than 0.08% and conforming to IS: 15622, of approved brand and manufacturer, in all colours and shades, laid with cement based high polymer modified quick set tile adhesive (water based) conforming to IS: 15477, in average 6 mm thickness, including grouting of joints (Payment for grouting of joints to be made separately).

Providing and fixing hand rail of approved size by welding etc. to steel ladder railing, balcony railing, staircase railing and similar works, including applying priming coat of approved steel primer. G.I. pipes

Providing and fixing aluminum work for doors, windows, ventilators and partitions with extruded built up standard tubular sections/appropriate Z sections and other sections of approved make conforming to IS: 733 and IS: 1285, fixed with dash fastener of required dia. and size including necessary filling up of gaps at junctions i.e, at top, bottom and sides with required EPDM rubber / neoprene gasket felt etc. Aluminum sectionsshall be smooth, rust free, straight, mitred and jointed mechanically wherever required including cleat angle, Aluminum snap beading for glazing / panelling, C.P. brass / stainless steel screws, all complete as per architectural drawings and the directions of Engineer-in-Charge (glazing, panelling and dash fasteners to be paid for separately.)

For shutters of doors, windows & ventilators including providing and fixing hinges I pivots and making provision for fixing of fittings wherever required including the cost of EPDM rubber / neoprene gasket required (Fittings shall be paid for separately.) Powder coated aluminium (minimum thickness of powder coated 50 microns)

Providing and fixing 12mm thick prelaminated particle boardflat pressed three layer or graded wood particle board (conforming to IS: 12823 Grade-l type-11) in panelling fixed in aluminium doors, windows shutters and partition frames with C. P. brass I stainless steel screws etc. complete as per architectural drawings and directions of engineer-in-charge Pre-laminated particle board with decorative lamination on one side and balancing lamination on other side. For door

Providing and fixing glazing in aluminum door, window, ventilator shutters and partitions etc. with EPDM rubber / neoprene gasket etc.complete as per the architectural drawings and the directions of engineerin-charge. (Cost of aluminum snap beading shall be paid in basic item.) With floating glass panes of 4.0 mm thickness (weight not less than 10.00 kg / sqm)

Providing and fixing aluminium round shape handle of outer dia 100 mm with SS screws etc. Complete as per direction of Engineer in-charge Powder coated minimum thickness 50 micron aluminum

Providing and fixing aluminium tower bolts lSI marked anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour or shade with necessary screws etc. complete :100 X 10 mm

Providing and fixing bright finished brass 100 mm mortice latch and lock, ISI marked, with six levers and a pair of anodized (anodic coating not less than grade AC 10 as per IS : 1868) aluminum lever handles of approved quality with necessary screws etc. complete

Supplying and stacking at site Good Earth

Providing, stacking and filling of graded stone agg. (filter media) of size 1.5-4mm, 6-12mm, 12-20mm, 20-40mm, 40-65mm in five layers (nallah) including carriage from source to be identified by engineer in charge

Supply of Silica sand as filter media of size 0.45 mm-0.7 mm having uniform co-efficient 1.3-1.75 and should be free from dust and other organic and inorganic impurities including carriage from source i.e Calcutta west Bengal

Clariflaculator : Design, Supply, installation, testing & commissioning of Peripheral type Clariflocculator with along with motors, Panel,Current Collector, Railing,, Brige With Flooring, End Gurders complete in all respcts for Mechanism with Wier ( V Notch) Flocculator Size = 3.70 M Dia. X 0.225 m SWD Clarifier Size = 8.25 m Dia. X 0.225 m SWD Depth = 3.55 mtr.

Flash Mixer with Agitator : Supply,Installations, Testing & Commissioning including Packaging, Handling, Transportation, Storage ) of Ss 304 Flash Mixers Agitators, Assembly , Reduction worn gear along with motor suitable for dia of tank 1.0 mtr & depth 1.5 mtr

Air Blower: Supply,installation,testing & commissioning of Roots Air ower- 7.5 HP Pressure-0.35 kg/cm2& Acoustic Enclosure for Filter House.

Back Wash pump motor unit : Supply , installation , testing & commissioning of Back wash pump of Capcity 20 m^3 /hr with motor 5 hp , Head 20 mtr with Controll valves Strainer complete in all respects. (Backwash pump)

Supply,Installations, Testing & Commissioning including Packaging,Handling, Transportation, Storage of Flow Contoll System , Electronic Digital type loss of head indicator & with Electronic & digital type rate flow indicator complete in all respects for filter House & Sludge Control.

Supply & Installation (including Packaging, Handling, , Insurance, Storage and Inspection & Testing at the manufacturer's works) of Gaese type vacum operated Chlorinated plant along with Eot crane & all required equipments, accessories & sfety equipments & complete in all respects suitable for the capcity of 0.55MGD

EOT Crane: Supply, Installation, commissioning Packaging,Transportation, and Inspection & Testing of 3T capacity overhead monorail crane with Gantry Mechanism. complete in all respect as per IS 3177-1999 Location indoor Span 4 mtr Lift 10 mtr as per the relevant clauses in technical specifications.

Carriage of Sand consisting of inert and durable sand grains frees of clay, loams and organic matter of effective size of 0.25 mm to 0.35mm with uniform coefficient of 3.0-5.0 from Ganderbal Kashmir.and stone aggregate upto 20mm from nearest source to site of work/ dumping place including cost for loading and unloading.for an av. distance of IMT 320 Km and H/L 500 m

Carriage of graded stone agg. (Filter Media) of size 1.0 -1.5mm, 4-6mm,15-25mm in four layers from nearest source to site of work /dumping place for an av. distance by mechanical transport 25 Km and H/L 500

Carriage of Sand ,Up to a lead of 35 Km by Mechanical Transport incl. loading, unloading and staking.

Carriage of Stone aggregate below 40 mm nominal size.Up to a lead of 8 Km by Mechanical Transport incl. loading, unloading and staking.

Carrige of Cement and Steel lead up to 3 Km by Mechanical Transport incl. loading, unloading and staking

Carrige of bricks lead up to 90 Km by Mechanical Transport incl. loading, unloading and staking

Carriage of Soiling stone aggregate below 40 mm nominal size.Up to a lead of 8 Km by Mechanical Transport incl. loading, unloading and staking.

Construction of OHT 50,000 GLN (01 Nos) at PHE Division Earth work in bulk excavation by mechanical means (hydraulic excavator) over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 m2 on plan) including disposal of excavated earth lead upto 50 meters and lift upto 1.5 m, as directed by Engineer-in-Charge. All kinds of soil

Earth work in bulk excavation by manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 m2 on plan) including disposal of excavated earth lead upto 50 meters and lift upto 1.5 m, as directed by Engineer-in Charge. All kinds of soil

Extra for every additional lift of 1.5m or part thereof in excavating/banking excavated or stacked material in all kind of soil

Dry stone soiling (any thickness) excluding cost of stones on horizontal

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

Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including 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 Engineer-incharge. Note: - Cement in this item is @ 330 kg/ cum. Excess or less cement used as per design mix is content considered payable or recoverable separately. All works upto plinth level

Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including 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 Engineer-incharge. Note: - Cement in this item is @ 330 kg/ cum. Excess or less cement used as per design mix is content considered payable or recoverable separately. All works above plinth level upto floor V level

Extra for providing richer mixes at all floor levels. Note:- Excess/ less cement over the specified cement content used is payable/ recoverable separately. Providing M-30 grade concrete instead of M-25 grade BMC/RMC

Reinforced cement concrete work in arches, archribs, domes, vaults shells, folded plate androofs 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 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size)

Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level Thermo Mechanically Treated bars of grade Fe-500D or more.

Centering and shuttering including strutting, propping etc. and removal of form for Foundations, footings, bases of columns etc. for mass concrete.

Extra for shuttering in circular works (20%)

Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc.

Extra for shuttering in circular works (20%)

Centering 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

Extra for additional height in centering, shuttering where ever required with adequate bracing, propping etc. including cost of de-shuttering and de centering at all levels, over a height of 3.5 m, for every additional height of 1 meter or part thereof (Plan area to be measured). Suspended floors, roofs, landings, beams and balconies (plan area to be measured)

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

Centering and shuttering including strutting, propping etc. and removal of form for:Columns, pillars, piers, abutments, posts and struts

Extra for shuttering in circular works (20%)

Centering and shuttering including strutting, propping etc. and removal of form for Stairs (excluding landings) except spiral staircases.

Centering and shuttering including strutting, propping etc. and removal of form for Arches, domes, vaults upto 6 m span

Extra for shuttering in circular works (20%)

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)

12mm Cement plaster finished with a floating coat of neat cement of mix 1 : 4 ( 1 cement : 4 fine sand)

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

Providing and fixing 1mm thick M.S. sheet door with frame of 40x40x6mm 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 hand rail of approved size by welding etc. to steel ladder railing, balcony railing, staircase railing and similar works, including applying priming coat of approved steel primer. G.I. pipes

Cement concrete flooring 1:2:4 (1cement: 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.50 mm thick with 20mm nominal size stone aggregate

Providing and mixing water proofing material in cement concrete work in doses by weight of cement as per manufacturer’s specification. (1 kg of water proofing material in 50 kg of cement)

Finishing walls with water proofing cement paint of required shade New work (two or more coats applied @ 3.84 kg/10sqm)

Providing and laying Double Flanged (Screwed/ Welded) Centrifugally (Spun) Ductile Iron Pipes of Class K-9 conforming to IS : 8329 100 mm dia. DI-K9

Providing and laying D.I. Specials of Class K-12 suitable for mechanical jointing as per IS : 952 Upto 600 mm dia.

Providing and fixing C.I. sluice valves (with cap) complete with bolts, nuts, rubber insertions etc. (the tail pieces if required will be paid separately). 100 mm dia.Class II

Supply, installation and commissioning of level transmitter in sump and over head tans, Ultrasonic type having range (0-8m) with 24-48 VDC connections including cabling, conducting as per technical specifications complete.

Providing and installation Sign Boards of size 8ft X 6 Ft with angle Iron Frame of size 50 x 50x 6 mm PBI sheet of 1.25 mm thickness including painting and writing as directed by Engineer in Charge. The Job includes writing with black paint on the storage tank depicting capacty and other feature of the OHT.

Carriage of Sand ,Up to a lead of 35 Km by Mechanical Transport incl. loading, unloading and staking.

Carriage of Stone aggregate below 40 mm nominal size.Up to a lead of 8 Km by Mechanical Transport incl. loading, unloading and staking.

Carrige of Cement and Steel lead up to 3 Km by Mechanical Transport incl. loading, unloading and staking

Carrige of bricks lead up to 90 Km by Mechanical Transport incl. loading, unloading and staking

Carriage of Soiling stone aggregate below 40 mm nominal size.Up to a lead of 8 Km by Mechanical Transport incl. loading, unloading and staking.

Providing and laying of Rising Main intake to WTP (Double chamber D.I Pipes) Cutting road and making good the same including supply of extra quantities of material i.e. crushed aggregate, moorum screening, red bajri and labour required.Bituminous portion 200mm dia D.I. pipes

Providing and applying tack coat using hot straight run bitumen of grade – VG-10, including heating the bitumen, spraying the bitumen with mechanically operated spray unit fitted on bitumen boiler, cleaning and preparing the existing road surface as per specifications. On bitumen surface @ 0.50 Kg/sqm 200mm dia D.I. pipes

Providing and laying semi- dense Bituminous concrete using crushed stone aggregates of specified grading, premixed with bituminous binder and filler, transporting the hot mix to work site by tippers, laying with paver finisher equipped with electronic sensor to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction and density as per specification, complete and as per directions of Engineer-in-Charge. 25 mm compacted thickness with bitumen of grade VG- 30 @ 5% (percentage by weight of total mix) and lime filler @ 2% (percentage by weight of Aggregate) prepared in Drum Type Hot Mix Plant of 60-90 TPH capacity. 200mm dia D.I. pipes

Earth work in excavation by mechanical means (hydraulic excavator) in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5 m 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, within a lead of 50 metres: All kinds of soil :

Earth work in excavation by mechanical means (hydraulic excavator) in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5 m 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, within a lead of 50 metres: Ordinary Rock :

Providing, laying, jointing and testing S&S Centrifugally Cast Ductile Iron double chamber Class K-9 pressure pipes conforming to IS :8329:2000 with restrained joints (bolt less), all complete 200 mm nominal dia pipe

Providing and laying S&S Centrifugally Cast (Spun)/ Ductile Iron Pipes conforming to IS : 8329.150 mm dia. DI-K-9

Providing and laying S&S Centrifugally Cast (Spun)/ Ductile IronPipes conforming to IS : 8329.200 mm dia. DI-K-9

Providing push-on-joints to Centrifugally (Spun) Cast Iron Pipes or Ductile Iron Pipes including testing of joints and including the cost of rubber gasket.150 mm dia pipes

Providing push-on-joints to Centrifugally (Spun) Cast Iron Pipes or Ductile Iron Pipes including testing of joints and including the cost of rubber gasket.200 mm dia pipes

Providing and fixing C.I. sluice valves (with cap) complete with bolts, nuts, rubber insertions etc. (the tail pieces if required will be paid separately).150 mm dia.Class II

Providing and fixing C.I. sluice valves (with cap) complete with bolts, nuts, rubber insertions etc. (the tail pieces if required will be paid separately).200 mm dia.Class II

Providing and fixing Check Type Reflux (Non-Return) Valves complete with bolts, nuts,rubber insertions etc. 150 mm diameter Class 2 for PN 1.6 Mpa

Providing and fixing Check Type Reflux (Non-Return) Valves complete with bolts, nuts,rubber insertions etc. 200 mm diameter Class 2 for PN 1.6 Mpa

Providing and laying Class K-12 Ductile Iron double chamber restrained joint (bolt less) specials such as tees, bends, collars, tapers and caps etc. conforming to IS : 9523 including testing of joints all complete. Upto 600 mm dia.

Filling available excavated earth (excluding rock) in trenches, plinth,sides of foundations etc. in layers not exceeding 20 cm in depth,consolidating each deposited layer by ramming, lead upto 50 m and lift upto 1.5 m

Fabrication and installation of manifolds, providing and fixing of sluice valves, fabrication of bends by way of welding and commissioning complete

Carriage of following pipes, specials and fittings from 5 Km to store,by mechanical transport.200mm dia D.I. pipes

Carriage of following pipes, specials and fittings from 5 Km to store,by mechanical transport.150mm dia D.I. pipes

Carriage (Head Load) for 500m from store to site pipe and jointing materials, pipe of all quality and of following sizes, lowering in to trenches and jointing, testing complete.200mm dia D.I. pipes

Carriage (Head Load) for 500m from store to site pipe and jointing materials, pipe of all quality and of following sizes, lowering in to trenches and jointing, testing complete.150 mm dia D.I. pipes

Providing and laying of Gravity Main WTP to OHT (D.I Pipes) Cutting road and making good the same including supply of extra quantities of material i.e. crushed aggregate, moorum screening, red bajri and labour required.Bituminous portion 200mm dia D.I. pipes

Providing and applying tack coat using hot straight run bitumen of grade – VG-10, including heating the bitumen, spraying the bitumen with mechanically operated spray unit fitted on bitumen boiler, cleaning and preparing the existing road surface as per specifications. On bitumen surface @ 0.50 Kg/sqm 200mm dia D.I. pipes

Providing and laying semi- dense Bituminous concrete using crushed stone aggregates of specified grading, premixed with bituminous binder and filler, transporting the hot mix to work site by tippers, laying with paver finisher equipped with electronic sensor to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction and density as per specification, complete and as per directions of Engineer-in-Charge. 25 mm compacted thickness with bitumen of grade VG- 30 @ 5% (percentage by weight of total mix) and lime filler @ 2% (percentage by weight of Aggregate) prepared in Drum Type Hot Mix Plant of 60-90 TPH capacity. 200mm dia D.I. pipes

Earth work in excavation by mechanical means (hydraulic excavator) in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5 m 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, within a lead of 50 metres: All kinds of soil :

Earth work in excavation by mechanical means (hydraulic excavator) in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5 m 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, within a lead of 50 metres: Ordinary Rock :

Providing and laying S&S Centrifugally Cast (Spun)/ Ductile Iron Pipes conforming to IS : 8329.150 mm dia. DI-K-9

Providing push-on-joints to Centrifugally (Spun) Cast Iron Pipes or Ductile Iron Pipes including testing of joints and including the cost of rubber gasket.150 mm dia pipes

Providing and fixing C.I. sluice valves (with cap) complete with bolts, nuts, rubber insertions etc. (the tail pieces if required will be paid separately).150 mm dia.Class II

Providing and laying D.I. Specials of Class K-12 suitable for push on jointing as per IS : 9523 Upto 600 mm

Filling available excavated earth (excluding rock) in trenches, plinth,sides of foundations etc. in layers not exceeding 20 cm in depth,consolidating each deposited layer by ramming, lead upto 50 m and lift upto 1.5 m

Carriage of following pipes, specials and fittings from 5 Km to store,by mechanical transport.150mm dia D.I. pipes

Carriage (Head Load) for 500m from store to site pipe and jointing materials, pipe of all quality and of following sizes, lowering in to trenches and jointing, testing complete.150 mm dia D.I. pipes

Providing and laying of Distribution System (HDPE,G.I and D.I Pipes) including house connections Cutting road and making good the same including supply of extra quantities of material i.e. crushed aggregate, moorum screening, red bajri and labour required.Bituminous portion 200mm dia D.I. pipes

Providing and applying tack coat using hot straight run bitumen of grade – VG-10, including heating the bitumen, spraying the bitumen with mechanically operated spray unit fitted on bitumen boiler, cleaning and preparing the existing road surface as per specifications. On bitumen surface @ 0.50 Kg/sqm 200mm dia D.I. pipes

Providing and laying semi- dense Bituminous concrete using crushed stone aggregates of specified grading, premixed with bituminous binder and filler, transporting the hot mix to work site by tippers, laying with paver finisher equipped with electronic sensor to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction and density as per specification, complete and as per directions of Engineer-in-Charge. 25 mm compacted thickness with bitumen of grade VG- 30 @ 5% (percentage by weight of total mix) and lime filler @ 2% (percentage by weight of Aggregate) prepared in Drum Type Hot Mix Plant of 60-90 TPH capacity. 200mm dia D.I. pipes

Taking out existing CC interlocking paver blocks from footpath/ central verge, including removal of rubbish etc., disposal of unserviceable material to the dumping ground, for which payment shall be made separately and stacking of serviceable material within 50 meter lead as per direction of Engineer-in-Charge.

Demolishing cement concrete manually/by mechanical means including disposal of material within 50 meters lead as per direction of Engineer incharge: 1:4:8 or leaner mix (i/c equivalent design mix)

Earth work in bulk excavation by manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 m2 on plan) including disposal of excavated earth lead upto 50 meters and lift upto 1.5 m, as directed by Engineer-in Charge. All kinds of soil

Earth work in excavation by manual means in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5 m 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 Ordinary Rock

Providing, Laying, fixing & jointing of ISI Marked H.D.P.E. Pipes as per ISI - 4984-1995 casting along the Trenches and laying the same in Trenches to correct alignment and gradients, cutting, jointing and testing complete as per specifications.63 mm PN-10

Providing, Laying, fixing & jointing of ISI Marked H.D.P.E. Pipes as per ISI - 4984-1995 casting along the Trenches and laying the same in Trenches to correct alignment and gradients, cutting, jointing and testing complete as per specifications.75 mm PN-10

Providing, Laying, fixing & jointing of ISI Marked H.D.P.E. Pipes as per ISI - 4984-1995 casting along the Trenches and laying the same in Trenches to correct alignment and gradients, cutting, jointing and testing complete as per specifications.90 mm PN-12.50

Providing and fixing G.I. pipes complete with G.I. fittings excluding trenching and refilling etc. (external work) Medium.65 mm dia Nominal bore

Providing and fixing G.I. pipes complete with G.I. fittings excluding trenching and refilling etc. (external work) Medium.25 mm dia Nominal bore

Providing and laying S&S Centrifugally Cast (Spun)/ Ductile Iron Pipes conforming to IS : 8329.100 mm dia. DI-K-9

Providing and laying S&S Centrifugally Cast (Spun)/ Ductile Iron Pipes conforming to IS : 8329.150 mm dia. DI-K-9

Providing push-on-joints to Centrifugally (Spun) Cast Iron Pipes o rDuctile Iron Pipes including testing of joints and including the cost ofrubber gasket.100 mm dia pipes

Providing push-on-joints to Centrifugally (Spun) Cast Iron Pipes o rDuctile Iron Pipes including testing of joints and including the cost ofrubber gasket.150 mm dia pipes

Providing and fixing C.I. sluice valves (with cap) complete with bolts,nuts, rubber insertions etc. (the tail pieces if required will be paidseparately) 80 mm dia.Class II

Providing and fixing C.I. sluice valves (with cap) complete with bolts,nuts, rubber insertions etc. (the tail pieces if required will be paidseparately) 100 mm dia.Class II

Providing and fixing C.I. sluice valves (with cap) complete with bolts,nuts, rubber insertions etc. (the tail pieces if required will be paidseparately) 150 mm dia.Class II

Provision for welding of joints of pipes for making bends of requireddegrees and for making joint water proof. (incl. retrofitting of existingR/main & D/system by plugging of leakages)

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

Laying old cement concrete interlocking paver blocks of any design/ shapelaid in required line, level, curvature, colour and pattern over andincluding 50 mm thick compacted bed of coarse sand, filling the jointswith fine sand etc. all complete as per the direction of Engineer-in- charge

Providing and laying factory made chamfered edge Cement Concretepaver blocks in footpath, parks, lawns, drive ways or light traffic parkingetc, of required strength, thickness & size/ shape, made by table vibratorymethod using PU mould, laid in required colou r& pattern over 50mm thick compacted bed of sand, compacting and proper embedding/layingof inter locking paver blocks into the sand bedding layer through vibratorycompaction by using plate vibrator, filling the joints with sand and cuttingof paver blocks as per required size and pattern, finishing and sweepingextra sand complete all as per direction of Engineer-in-Charge. 60mm thick cement concrete paver block of M-35 grade with approved colour,design & pattern

Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead upto 50 m and lift upto 1.5 m

Carriage of Stone aggregate below 40 mm nominal size.Up to a lead of 8 Km by Mechanical Transport incl. loading, unloading and staking.

Carrige of Cement and Steel lead up to 3 Km by Mechanical Transport incl. loading, unloading and staking

Carriage of surplus Excavated earth and dismantled material up to a lead of 5 Km by Mechanical Transport incl. loading, unloading and staking

Carriage of following pipes, specials and fittings from 5 Km to store, by mechanical transport. For HDPE Pipes 63 mm PN-10 (@ 1.06 Kg /M) 75 mm PN-10 (@ 1.51 Kg /M) 90 mm PN-12.50 (@ 2.56 Kg /M)

Carriage of following pipes, specials and fittings from 5 Km to store,by mechanical transport. For G.I Pipes 25 mm dia Nominal bore (@ 2.41 Kg /M) 65 mm dia Nominal bore (@ 6.42 Kg /M)

Carriage (Head Load) for 500m from store to site pipe and jointingmaterials, pipe of all quality and of following sizes, lowering in totrenches and jointing, testing complete.

Carriage (Head Load) for 500m from store to site pipe and jointing materials, pipe of all quality and of following sizes, lowering in totrenches and jointing, testing complete.

Carriage of following pipes, specials and fittings from 5 Km to store,by mechanical transport. 100mm dia D.I. pipes

Carriage of following pipes, specials and fittings from 5 Km to store,by mechanical transport. 150mm dia D.I. pipes

Carriage (Head Load) for 500m from store to site pipe and jointing materials, pipe of all quality and of following sizes, lowering in to trenches and jointing, testing complete.100mm dia D.I. pipes

Carriage (Head Load) for 500m from store to site pipe and jointing materials, pipe of all quality and of following sizes, lowering in to trenches and jointing, testing complete.150mm dia D.I. pipes

Providing and fixing household connections

Const. of Anchor Blocks along Proposed Rising main at places Earth work in excavation by mechanical means (hydraulic excavator) in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5 m 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, within a lead of 50 metres: All kinds of soil :

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

Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including 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 Engineer-incharge. Note: - Cement in this item is @ 330 kg/ cum. Excess or less cement used as per design mix is content considered payable or recoverable separately. All works upto plinth level

Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level Thermo Mechanically Treated bars of grade Fe-500D or more.

Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc.

Carriage of Sand ,Up to a lead of 35 Km by Mechanical Transport incl. loading, unloading and staking.

Carriage of Stone aggregate below 40 mm nominal size.Up to a lead of 8 Km by Mechanical Transport incl. loading, unloading and staking.

Carrige of Cement and Steel lead up to 3 Km by Mechanical Transport incl. loading, unloading and staking

Repair of existing GSR'S 1,00,000 GLNS Demolishing R.C.C. work manually/by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 meters lead as per direction of Engineer-in-charge

Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with: 1:1½:3 (1 cement :1½ coarse sand: 3 graded stone aggregate 20 mm nominal size)

Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level Thermo Mechanically Treated bars of grade Fe-500D or more.

CEMENT PLASTER (IN FINE SAND)12mm Cement plaster of mix: 1 : 4 ( 1 cement : 4 fine sand)

Cement concrete flooring 1:2:4 (1cement: 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.50 mm thick with 20mm nominal size stone aggregate

Providing and mixing water proofing material in cement concrete work in doses by weight of cement as per manufacturer’s specification. (1 kg of water proofing material in 50 kg of cement)

Finishing walls with water proofing cement paint of required shade New work (two or more coats applied @ 3.84 kg/10sqm)

Cleaning of under ground sump, Over Head R.C.C. Tank (independent staging) including disposal of slit and rubbish, all as per direction of Engineer-in-Charge. The cleaning shall consist following operations:- (i)Tank shall be emptied of water by pumping & bottom shall be cleaned of silt and other deposits. (ii) Entire surface area of the sump shall then scrubbed thoroughly with wire brush etc. and pressure washed with water. (iii) Chlorination of RCC internal surface by liquid chlorine. (iv) The treated surface shall be dried using air jetting and all loose particles shall be removal from the surface. (v) Finally the surface shall be treated with ultraviolet radiation etc. as per direction of Engineer-in?Charge.

Carriage of Sand ,Up to a lead of 35 Km by Mechanical Transport incl. loading, unloading and staking.

Carriage of Stone aggregate below 40 mm nominal size.Up to a lead of 8 Km by Mechanical Transport incl. loading, unloading and staking.

Carrige of Cement and Steel lead up to 3 Km by Mechanical Transport incl. loading, unloading and staking

Carriage of Lime, moorum, building rubbish up to a lead of 10 Km by Mechanical Transport incl. loading, unloading and staking.

Repair of existing GSR'S 1,50,000 GLNS Demolishing R.C.C. work manually/by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 meters lead as per direction of Engineer-in-charge

Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with: 1:1½:3 (1 cement :1½ coarse sand: 3 graded stone aggregate 20 mm nominal size)

Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level Thermo Mechanically Treated bars of grade Fe-500D or more.

CEMENT PLASTER (IN FINE SAND)12mm Cement plaster of mix: 1 : 4 ( 1 cement : 4 fine sand)

Cement concrete flooring 1:2:4 (1cement: 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.50 mm thick with 20mm nominal size stone aggregate

Providing and mixing water proofing material in cement concrete work in doses by weight of cement as per manufacturer’s specification. (1 kg of water proofing material in 50 kg of cement)

Finishing walls with water proofing cement paint of required shade New work (two or more coats applied @ 3.84 kg/10sqm)

Cleaning of under ground sump, Over Head R.C.C. Tank (independent staging) including disposal of slit and rubbish, all as per direction of Engineer-in-Charge. The cleaning shall consist following operations:- (i)Tank shall be emptied of water by pumping & bottom shall be cleaned of silt and other deposits. (ii) Entire surface area of the sump shall then scrubbed thoroughly with wire brush etc. and pressure washed with water. (iii) Chlorination of RCC internal surface by liquid chlorine. (iv) The treated surface shall be dried using air jetting and all loose particles shall be removal from the surface. (v) Finally the surface shall be treated with ultraviolet radiation etc. as per direction of Engineer-in?Charge.

Carriage of Sand ,Up to a lead of 35 Km by Mechanical Transport incl. loading, unloading and staking.

Carriage of Stone aggregate below 40 mm nominal size.Up to a lead of 8 Km by Mechanical Transport incl. loading, unloading and staking.

Carrige of Cement and Steel lead up to 3 Km by Mechanical Transport incl. loading, unloading and staking

Carriage of Lime, moorum, building rubbish up to a lead of 10 Km by Mechanical Transport incl. loading, unloading and staking.

Construction of Crate Protection Wall at Intake Supply of MS wire 4 mm thick at site including carriage Loading and unloading

Making knitted wire crates of approved mesh-size; including weaving, binding sides and partitions, and binding top after filling; excluding cost of filling, stones and weaving materials

Constructing vertical bunds with sloping faces, by boulder filling (dry, hand packed tightly); including cost of stones but excluding cost of wire-crate

Carriage of Soiling stone aggregate below 40 mm nominal size.Up to a lead of 8 Km by Mechanical Transport incl. loading, unloading and staking.

Construction of Operator Room with Toilet Size 4.8 m x 6.25 m (02 Nos) Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth upto 30 cm measured at a height of 1 m above ground level and removal of rubbish upto a distance of 50 m outside the periphery of the area cleared.

Providing and laying in position specified grade of reinforced cement concrete including curing but excluding the cost of centering, shuttering, finishing and inforcement. All works upto plinth level 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size)

Providing and laying damp-proof Course 50 mm thick with cement concrete 1:2:4 (1 cement:2 coarse sand: 4 graded stone aggregate 20 mm nominal size) and curing complete

Earth work in excavation by mechanical means (hydraulic excavator) in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5 m 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, within a lead of 50 metres: All kinds of soil :

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

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

Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level Thermo Mechanically Treated bars of grade Fe-500D or more.

Centering and shuttering including strutting, propping etc. and removal of form for Foundations, footings, bases of columns etc. for mass concrete.

Centering 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

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

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 burnt clay (non-modular) bricks of class designation 7.5 in foundations and plinth including curing in : Cement mortar 1:3 ( 1 cement : 3 coarse sand)

CEMENT PLASTER (IN FINE SAND)12mm Cement plaster of mix: 1 : 4 ( 1 cement : 4 fine sand)

Providing and fixing on wall face un-plasticized Rigid PVC rain water pipes conforming to IS: 13592 Type A including jointing with seal ring conforming to IS: 5382 leaving 10 mm gap for thermal expansion 110 mm diametre

Providing gola 75x75 mm in cement concrete 1:2:4 (1 cement: 2 coarse sand: 4 stone aggregate 10 mm and down gauge), including finishing withcement mortar 1:3 (1 cement: 3 fine sand) as per standard design. In 75x75 mm deep chase

Making khurras 45x45 cm with average minimum thickness of 5 cm cement concrete 1:2:4 (1 cement: 2 coarse sand: 4 graded stone aggregate of 20 mm nominal size) over P.V.C. sheet 1 m x1 m x 400 micron, finished with 12 mm cement plaster 1:3 (1 cement: 3 coarse sand) and a coat of neat cement, rounding the edges and making and finishing the outlet complete

Providing and laying integral cement based water proofing treatment including preparation of surfaces as required for treatment of roofs, balconies, terraces etc consisting of following operations. a) Applying a slurry coat of neat cement using 2.75kg/sqm of cement admixed with water proofing compound conforming to IS 2645 and approved by Engineer-in-charge over the RCC Slab including adjoining walls upto 300mm height including cleaning the surface before treatment. b) Laying brick bats with mortar using broken bricks/ Brick Bats 25mm to 115mm size with 50% of Cement mortar 1:5 (1 Cement : 5 coarse sand) admixed with water proofing compound conforming to IS 2645 and approved by Engineer-in-charge over 20mm thick layer of cement mortar of mix 1:5 (1 Cement : 5 coarse sand) admixed with water proofing compound conforming to IS 2645 and approved by Engineerin-charge to required slope and treating similarly the adjoining walls upto 300mm height including rounding of Junctions of walls and slabs) c) After two days of proper curing applying a second coat of cement slurry using 2.75kg/sqm of cement admixed with water proofing compound conforming to IS 2645 and approved by Engineer-in charge.d) finishing the surface with 20mm thick joint less cement mortar of mix 1:4(1 cement: 4 coarse sand) admixed with water proofing compound conforming to IS 2645 and approved by Engineer-in-charge including laying glass fibre cloth of approved quality in top layer of plaster and finally finishing the surface with trowel with neat cement slurry and making pattern of 300x300mm/sq 3mm deep. e) The whole terrace so finished shall be flooded with water for a minimum period of two weeks for curing and for final test. All aboveoperations to be done in order and as directed and specified by Engineerin charge. With average thickness of 120mm and minimum thickness at khurra as 65 mm

Distempering with oil bound washable distemper of approved brand andmanufacture to give an even shade on New work (two or more coats) overand including priming coat with water thinnable cement primer

Providing and fixing aluminum work for doors, windows, ventilators and partitions with extruded built up standard tubular sections/appropriate Zsections and other sections of approved make conforming to IS: 733 and IS: 1285, fixed with dash fastener of required dia. and size including necessary filling up of gaps at junctions i.e, at top, bottom and sides with required EPDM rubber / neoprene gasket felt etc. Aluminum sections shall be smooth, rust free, straight, mitred and jointed mechanically wherever required including cleat angle, Aluminum snap beading forglazing / panelling, C.P. brass / stainless steel screws, all complete as per architectural drawings and the directions of Engineer-in-Charge (glazing, panelling and dash fasteners to be paid for separately.)

For shutters of doors, windows & ventilators including providing and fixing hinges I pivots and making provision for fixing of fittings wherever required including the cost of EPDM rubber / neoprene gasket required (Fittings shall be paid for separately.)

Providing and fixing aluminium round shape handle of outer dia 100 mm with SS screws etc. Complete as per direction of Engineer-in-charge

Providing and fixing bright finished brass 100 mm mortice latch and lock, ISI marked, with six levers and a pair of anodized (anodic coating not less than grade AC 10 as per IS : 1868) aluminum lever handles of approved quality with necessary screws etc. complete.

Cement concrete flooring 1:2:4 (1cement: 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.50 mm thick with 20mm nominal size stone aggregate

Providing and fixing Ist quality ceramic glazed wall tiles conforming to IS : 15622 (thickness to be specified by the manufacturer), of approved make, in all colours, shades except burgundy, bottle green, black of any size as approved by Engineer- in?Charge, in skirting, risers of steps and dados over 12 mm thick bed of cement mortar 1:3 ( 1 cement : 3 coarse sand) and jointing with grey cement slurry @ 3.3 kg per sqm, including pointing in white cement mixed with pigment of matching shade complete

Providing and fixing white vitreous china pedestal type water closet (European type W.C . .pan) with seat and lid, 10 litre low level white P.V.C. flushing cistern including flush pipe with manually controlled device (handle lever) conforming to IS:7231, with all fittings and fixtures, complete including cutting and making good the walls and floors wherever requied: W.C. pan with lSI marked white solid plastic seat and lid.

Providing and fixing wash basin with C.I. brackets, 15mm C.P. brass pillar taps, 32 mm C.P. brass waste of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever required : White Vitreous China Wash basin size 630x450 mm with a single 15 mm C.P. brass pillar taps

Providing and fixing PTMT Bottle Trap for Wash basin and sink: Bottle trap 38 mm single piece moulded with height of 270 mm, effective length of tail pipe 260mm from the centre of the waste coupling 77 mm breadth with 25 mm minimum water seal, weighing not less than 263 gms.

Providing and fixing 15 mm nominal bore C.P. brass angle valve for basin mixer and geyser points of approved make conforming to IS : 8931 a) 15 mm nominal bore

Providing and fixing PTMT towel ring trapezoidal shape 215 mm long, 200mm wide with a minimum distance of 37 mm from wall face with concealed fittings arrangements of approved quality and colour, weighing not less than 88 gms.

Providing and fixing PTMT liquid soap container 109 mm wide, 125 mm high and 112 mm distance from wall of standard shape with brackets of the same materials with snap fittings of approved quality and colour, weighing not less than 105 gms.

Providing and fixing mirror of superior glass( of approved quality) and of required shape and size with plastic . moulded frame of approved make and shade with 6 mm thick hard board backing Rectangular shape 453x357 mm

Providing and fixing 15 mm nominal bore C.P. brass bib cock of approved quality conforming to IS : 8931 15 mm nominal bore

Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot and cold water supply, including all CPVC plain and brass threaded fittings. This includes jointing of pipes and fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer-in-charge. Internal work Concealed fixing the pipe with clamps at1.00 meter spacing including cutting chases and making good the wall etc. 15mm nominal outer dia pipe

Constructing brick masonry chamber for underground C.I. inspection chamber and bend with common burnt clay (non modular) bricks of class designation 7.5 in cement mortar 1:4 ( 1 cement : 4 coarse sand) C.I. cover with frame (light duty) 455x610 mm internal dimensions, total weight of cover with frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15 kg ) R.C.C. top slab with 1:1 ½ : 3 mix ( 1 cement : 1 ½ coarse sand : 3 graded stone aggregate 20 mm nominal size),foundation concrete 1:5:10 (1 cement: 5 fine sand: 10 graded stone aggregate 40mm nominal size), inside plastering 12 mm thick with cement mortar 1:3 ( 1 cement : 3 coarse sand) finished smooth with a floating coat of neat cement on walls and bed concrete etc. complete as per standard design : Inside dimensions 455x61 0 mm and 45 cm deep for single pipe line

Making soak pit 2.5 m diameter 3.0 meter deep with 45x45 cm dry brick honey comb shaft with common burnt clay (non modular) bricks of class designation 7.5 bricks and S.W. drain pipe 100 mm diameter, 1.8 m long complete as per standard design.

Providing and fixing Stainless Steel A ISI 304 (18/8) kitchen sink as per I.S. 13983 with C.I. brackets and stainless steel plug 40 mm, including painting of fittings and brackets, cutting and making good the walls wherever required : 610x510mm bowl depth 200mm

Providing and placing on terrace (at all floor levels) polyethylene water storage tank ISI : 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank

Providing and laying vitrified floor tiles in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to lS: 15622 of approved make in all colours and shades, laid on 20mm thick cement mortar 1:4 (1 cement :4 coarse sand) including grouting the joints with white cement and matching pigments etc. complete. Size of tile 500x500 mm

Providing and fixing 12mm thick prelaminated particle boardflat pressed three layer or graded wood particle board (conforming to IS: 12823 Grade-l type-11) in panelling fixed in aluminium doors, windows shutters and partition frames with C. P. brass I stainless steel screws etc. complete as per architectural drawings and directions of engineer-in-charge Pre-laminated particle board with decorative lamination on one side and balancing lamination on other side. For door

Providing and fixing glazing in aluminum door, window, ventilator shutters and partitions etc. with EPDM rubber / neoprene gasket etc.complete as per the architectural drawings and the directions of engineerin-charge. (Cost of aluminum snap beading shall be paid in basic item.) With floating glass panes of 4.0 mm thickness (weight not less than 10.00 kg / sqm)

Providing and fixing aluminium tower bolts lSI marked anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour or shade with necessary screws etc. complete :100 X 10 mm

Carriage of Sand ,Up to a lead of 35 Km by Mechanical Transport incl. loading, unloading and staking.

Carriage of Stone aggregate below 40 mm nominal size.Up to a lead of 8 Km by Mechanical Transport incl. loading, unloading and staking.

Carrige of Cement and Steel lead up to 3 Km by Mechanical Transport incl. loading, unloading and staking

Carrige of bricks lead up to 90 Km by Mechanical Transport incl. loading, unloading and staking

Construction of Operator Room with Toilet Cost of Electrical fittings (02 Nos) 50 Watt LED Supply, Installation, Testing & Commissioning LED Flood Light Luminaire equipped with specially designed heat sink, High performance electronic driver ensures zero, maintenance, High Surge Protection : 4KV, Average life L70B50: 50,000 hrs., Operating temperature: -10°C to +45°C Power 50W, Flux 4,250lm,Dimension(mm) 220X50X311,Weight 1.8kg

12 Watt LED Blub Supply, Installation, Testing & Commissioning Aesthetically designed higher wattage LED Bulb for B22 lamp base, Input Voltage: AC 220 -240V, 50/60Hz, Driver Type: Integral, Lumen output 1060 lm,(12 Watt LED Blub))

Pvc Conduit Supply & Fixing of Pvc conduit of size 25 mm for cable laying

Saddle Block Supply, Installation of Saddle block 25 mm for fixing of conduit pipes

Gang box Supply & fixing of 8 Way Gang box

Switch’s Supply, & fixing of 6 amp. Switch

Wire Supply, Laying & Termination of 1.5 Sqmm for lighting wire complete all.

Wire Supply, Laying & Termination of 2.5 Sqmm for lighting

Screw 1 inch & 1.5 inch for fixing of electric Fixtures

Rawal Plugs Supply & Fitting of Rawal plugs for fixing of Electrical fixtures

Holder Supply & Fitting of Pandent Holders for fixing of LED Blubs

Holder Supply & Fitting of Angle Holders for fixing of LED Blubs

Fan dimmer Supply & Fitting of Fan dimmer for control of ceiling fan

Socket Supply & Fitting of 6 Amp 3 - pin socket

Sq Block Supply & Fitting of Square Block for fixing of Switches, Sockets

Cable Supply, Laying & Termination of 3.5 core 4 Sqmm copper armond wire for pump to panel

Cable Supply, Laying & Termination of 3.5 Core 50 sqmm wire for Feeder to transformer

Renovation of Civil Structure (Plaster, White Wash etc.) at Kalika Station Providing and laying in position specified grade of reinforced cement concrete including curing but excluding the cost of centering, shuttering, finishing and inforcement. All works upto plinth level 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size)

Providing and laying damp-proof Course 50 mm thick with cement concrete 1:2:4 (1 cement:2 coarse sand: 4 graded stone aggregate 20 mm nominal size) and curing complete

Earth work in bulk excavation by manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 m2 on plan) including disposal of excavated earth lead upto 50 meters and lift upto 1.5 m, as directed by Engineer-in Charge. All kinds of soil

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

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

Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level Thermo Mechanically Treated bars of grade Fe-500D or more.

Centering and shuttering including strutting, propping etc. and removal of form for Foundations, footings, bases of columns etc. for mass concrete.

Centering 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

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

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 burnt clay (non-modular) bricks of class designation 7.5 in foundations and plinth including curing in : Cement mortar 1:4 (1 cement : 4 coarse sand)

Extra for half Brick masonry in superstructure above plinth level upto floor V level.

CEMENT PLASTER (IN FINE SAND)12mm Cement plaster of mix: 1 : 4 ( 1 cement : 4 fine sand)

Providing and fixing on wall face un-plasticized Rigid PVC rain water pipes conforming to IS: 13592 Type A including jointing with seal ring conforming to IS: 5382 leaving 10 mm gap for thermal expansion 110 mm diametre

Providing gola 75x75 mm in cement concrete 1:2:4 (1 cement: 2 coarse sand: 4 stone aggregate 10 mm and down gauge), including finishing withcement mortar 1:3 (1 cement: 3 fine sand) as per standard design. In 75x75 mm deep chase

Making khurras 45x45 cm with average minimum thickness of 5 cm cement concrete 1:2:4 (1 cement: 2 coarse sand: 4 graded stone aggregate of 20 mm nominal size) over P.V.C. sheet 1 m x1 m x 400 micron, finished with 12 mm cement plaster 1:3 (1 cement: 3 coarse sand) and a coat of neat cement, rounding the edges and making and finishing the outlet complete

Providing and laying integral cement based water proofing treatment including preparation of surfaces as required for treatment of roofs, balconies, terraces etc consisting of following operations. a) Applying a slurry coat of neat cement using 2.75kg/sqm of cement admixed with water proofing compound conforming to IS 2645 and approved by Engineer-in-charge over the RCC Slab including adjoining walls upto 300mm height including cleaning the surface before treatment. b) Laying brick bats with mortar using broken bricks/ Brick Bats 25mm to 115mm size with 50% of Cement mortar 1:5 (1 Cement : 5 coarse sand) admixed with water proofing compound conforming to IS 2645 and approved by Engineer-in-charge over 20mm thick layer of cement mortar of mix 1:5 (1 Cement : 5 coarse sand) admixed with water proofing compound conforming to IS 2645 and approved by Engineerin-charge to required slope and treating similarly the adjoining walls upto 300mm height including rounding of Junctions of walls and slabs) c) After two days of proper curing applying a second coat of cement slurry using 2.75kg/sqm of cement admixed with water proofing compound conforming to IS 2645 and approved by Engineer-in charge.d) finishing the surface with 20mm thick joint less cement mortar of mix 1:4(1 cement: 4 coarse sand) admixed with water proofing compound conforming to IS 2645 and approved by Engineer-in-charge including laying glass fibre cloth of approved quality in top layer of plaster and finally finishing the surface with trowel with neat cement slurry and making pattern of 300x300mm/sq 3mm deep. e) The whole terrace so finished shall be flooded with water for a minimum period of two weeks for curing and for final test. All aboveoperations to be done in order and as directed and specified by Engineerin charge. With average thickness of 120mm and minimum thickness at khurra as 65 mm

Distempering with oil bound washable distemper of approved brand andmanufacture to give an even shade on New work (two or more coats) overand including priming coat with water thinnable cement primer

Providing and fixing aluminum work for doors, windows, ventilators and partitions with extruded built up standard tubular sections/appropriate Zsections and other sections of approved make conforming to IS: 733 and IS: 1285, fixed with dash fastener of required dia. and size including necessary filling up of gaps at junctions i.e, at top, bottom and sides with required EPDM rubber / neoprene gasket felt etc. Aluminum sections shall be smooth, rust free, straight, mitred and jointed mechanically wherever required including cleat angle, Aluminum snap beading forglazing / panelling, C.P. brass / stainless steel screws, all complete as per architectural drawings and the directions of Engineer-in-Charge (glazing, panelling and dash fasteners to be paid for separately.)

For shutters of doors, windows & ventilators including providing and fixing hinges I pivots and making provision for fixing of fittings wherever required including the cost of EPDM rubber / neoprene gasket required (Fittings shall be paid for separately.)

Providing and fixing 12mm thick prelaminated particle boardflat pressed three layer or graded wood particle board (conforming to IS: 12823 Grade-l type-11) in panelling fixed in aluminium doors, windows shutters and partition frames with C. P. brass I stainless steel screws etc. complete as per architectural drawings and directions of engineer-in charge

Cement concrete flooring 1:2:4 (1cement: 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.50 mm thick with 20mm nominal size stone aggregate

Providing and fixing Ist quality ceramic glazed wall tiles conforming to IS : 15622 (thickness to be specified by the manufacturer), of approved make, in all colours, shades except burgundy, bottle green, black of any size as approved by Engineer- in?Charge, in skirting, risers of steps and dados over 12 mm thick bed of cement mortar 1:3 ( 1 cement : 3 coarse sand) and jointing with grey cement slurry @ 3.3 kg per sqm, including pointing in white cement mixed with pigment of matching shade complete

Providing and fixing white vitreous china pedestal type water closet (European type W.C . .pan) with seat and lid, 10 litre low level white P.V.C. flushing cistern including flush pipe with manually controlled device (handle lever) conforming to IS:7231, with all fittings and fixtures, complete including cutting and making good the walls and floors wherever requied: W.C. pan with lSI marked white solid plastic seat and lid.

Providing and fixing wash basin with C.I. brackets, 15mm C.P. brass pillar taps, 32 mm C.P. brass waste of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever required : White Vitreous China Wash basin size 630x450 mm with a single 15 mm C.P. brass pillar taps

Providing and fixing PTMT Bottle Trap for Wash basin and sink: Bottle trap 38 mm single piece moulded with height of 270 mm, effective length of tail pipe 260mm from the centre of the waste coupling 77 mm breadth with 25 mm minimum water seal, weighing not less than 263 gms.

Providing and fixing 15 mm nominal bore C.P. brass angle valve for basin mixer and geyser points of approved make conforming to IS : 8931 a) 15 mm nominal bore

Providing and fixing PTMT towel ring trapezoidal shape 215 mm long, 200mm wide with a minimum distance of 37 mm from wall face with concealed fittings arrangements of approved quality and colour, weighing not less than 88 gms.

Providing and fixing PTMT liquid soap container 109 mm wide, 125 mm high and 112 mm distance from wall of standard shape with brackets of the same materials with snap fittings of approved quality and colour, weighing not less than 105 gms.

Providing and fixing mirror of superior glass( of approved quality) and of required shape and size with plastic . moulded frame of approved make and shade with 6 mm thick hard board backing Rectangular shape 453x357 mm

Providing and fixing 15 mm nominal bore C.P. brass bib cock of approved quality conforming to IS : 8931 15 mm nominal bore

Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot and cold water supply, including all CPVC plain and brass threaded fittings. This includes jointing of pipes and fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer-in-charge. Internal work Concealed fixing the pipe with clamps at1.00 meter spacing including cutting chases and making good the wall etc. 15mm nominal outer dia pipe

Constructing brick masonry chamber for underground C.I. inspection chamber and bend with common burnt clay (non modular) bricks of class designation 7.5 in cement mortar 1:4 ( 1 cement : 4 coarse sand) C.I. cover with frame (light duty) 455x610 mm internal dimensions, total weight of cover with frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15 kg ) R.C.C. top slab with 1:1 ½ : 3 mix ( 1 cement : 1 ½ coarse sand : 3 graded stone aggregate 20 mm nominal size),foundation concrete 1:5:10 (1 cement: 5 fine sand: 10 graded stone aggregate 40mm nominal size), inside plastering 12 mm thick with cement mortar 1:3 ( 1 cement : 3 coarse sand) finished smooth with a floating coat of neat cement on walls and bed concrete etc. complete as per standard design : Inside dimensions 455x61 0 mm and 45 cm deep for single pipe line

Making soak pit 2.5 m diameter 3.0 meter deep with 45x45 cm dry brick honey comb shaft with common burnt clay (non modular) bricks of class designation 7.5 bricks and S.W. drain pipe 100 mm diameter, 1.8 m long complete as per standard design.

Providing and fixing Stainless Steel A ISI 304 (18/8) kitchen sink as per I.S. 13983 with C.I. brackets and stainless steel plug 40 mm, including painting of fittings and brackets, cutting and making good the walls wherever required : 610x510mm bowl depth 200mm

Providing and placing on terrace (at all floor levels) polyethylene water storage tank ISI : 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank

Providing and laying vitrified floor tiles in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to lS: 15622 of approved make in all colours and shades, laid on 20mm thick cement mortar 1:4 (1 cement :4 coarse sand) including grouting the joints with white cement and matching pigments etc. complete. Size of tile 500x500 mm

Finishing walls with water proofing cement paint of required shade New work (two or more coats applied @ 3.84 kg/10sqm)

Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade on New work (two or more coats) over and including priming coat with water thinnable cement primer

Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade on New work (two or more coats) over and including priming coat with water thinnable cement primer

Providing and fixing double scaffolding system (cup lock type) on the exterior side, up to seven storey height made with 40 mm dia M.S. tube 1.5 m centre to centre horizontal and vertical tubes joining with cup and lock system with M.S. tubes, M.S. tube challies, M.S. clamps and M.S. staircase system in the scaffoldings for working platform etc. and maintaining it in a serviceable condition for the required duration as approved and removing it thereafter. The scaffolding system shall be stiffened with bracings, runners, connection with the building etc. wherever required for inspection of work at required locations with essential safety features for the workmen etc complete as per directions and approval of Engineer-in-charge. The elevational area of the scaffolding shall be measured for payment purpose. The payment will be made once irrespective of duration of scaffolding. NOTE:- To be used for maintenance work judicially necessary deduction for scaffolding in the existing item to be done

Providing and laying vitrified floor tiles in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS:15622 of approved make, in all colours and shades, laid on 20mm thick cement mortar 1:4 (1cement :4 coarse sand) including grouting the joints with white cement and matching pigments etc. complete Size of tile 600x600 mm

Repair of Existing Compound Wall

For Electrical fitting (Tube Ligth, Exhoust Fan, Switches etc)

Cleaning of under ground sump, Over Head R.C.C. Tank (independent staging) including disposal of slit and rubbish, all as per direction of Engineer-in-Charge. The cleaning shall consist following operations:- (i)Tank shall be emptied of water by pumping & bottom shall be cleaned of silt and other deposits. (ii) Entire surface area of the sump shall then scrubbed thoroughly with wire brush etc. and pressure washed with water. (iii) Chlorination of RCC internal surface by liquid chlorine. (iv) The treated surface shall be dried using air jetting and all loose particles shall be removal from the surface. (v) Finally the surface shall be treated with ultraviolet radiation etc. as per direction of Engineer-in?Charge.

Providing and fixing hand rail of approved size by welding etc. to steel ladder railing, balcony railing, staircase railing and similar works, including applying priming coat of approved steel primer. G.I. pipes

Providing and fixing glazing in aluminum door, window, ventilator shutters and partitions etc. with EPDM rubber / neoprene gasket etc.complete as per the architectural drawings and the directions of engineerin-charge. (Cost of aluminum snap beading shall be paid in basic item.) With floating glass panes of 4.0 mm thickness (weight not less than 10.00 kg / sqm)

Providing and fixing aluminium round shape handle of outer dia 100 mm with SS screws etc. Complete as per direction of Engineer in-charge Powder coated minimum thickness 50 micron aluminum

Providing and fixing aluminium tower bolts lSI marked anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour or shade with necessary screws etc. complete :100 X 10 mm

Providing and fixing bright finished brass 100 mm mortice latch and lock, ISI marked, with six levers and a pair of anodized (anodic coating not less than grade AC 10 as per IS : 1868) aluminum lever handles of approved quality with necessary screws etc. complete

Carriage of Sand ,Up to a lead of 35 Km by Mechanical Transport incl. loading, unloading and staking.

Carriage of Stone aggregate below 40 mm nominal size.Up to a lead of 8 Km by Mechanical Transport incl. loading, unloading and staking.

Carrige of Cement and Steel lead up to 3 Km by Mechanical Transport incl. loading, unloading and staking

Carrige of bricks lead up to 90 Km by Mechanical Transport incl. loading, unloading and staking

Machinery & Equipments for New intake Providing, carriage, loading, unloading of pump-set 03 nos :-30000 GPH X 150m head multistage 1400 RPM with suitable TEFC cooled induction motor 4 pole, 380v+-15% at pump room.

INSTALLATION of Pump sets:- Foundation Block( 3 NOs):-Construction of R.C.C. foundation block as per pump size inside the pump room at pump room for installation of pumping units by excavation of soil to finish with required dimensions of the pit, removal of excavated material and disposing off the same outside the pump room at suitable place as per site conditions. The job also includes demolishing the existing flooring of requisite area with jack hammer, high carbon steel chisels and sledge hammer, providing and laying of crushed stones 40 mm and ramming properly. Laying of one layer of 1:3:6 concrete mass 30 mm thick. Fabrication& Providing of steel foundation bolts of – 8 Nos. having threaded portion at one end and an anchor at the other end. Also providing fabrication of steel hexagonal nuts and washers for the foundation bolts. Fabrication of steel reinforced cuboidal structure of requisite size for the foundation block out of T.M.T steel bars 10 mm thick by way of cutting, the steel bars of required length and placing in position at proper spacing longitudinally and transversally and binding with black annealed wire them properly so that internal cube meshes of 6” size are formed. Job includes fabrication charges as well hirer charges of welding set. Lowering the reinforced/cuboidal steel structure in the pit and then placing the base frame of the pump over the steel reinforced cuboidal steel structure making proper leveling and alignment of the base frame over the cuboidal steel structure. Placing the threaded end of the foundation bolts in upright vertical position at required distance in position and in alignment after lowering through holes of base frame. Binding of the foundation bolts with the steel mesh of cuboidal steel reinforced structure at various spots and then fastening the base frame over the reinforced steel structure by tightening the nuts of the foundation bolts, simultaneously ensuring proper leveling and alignment of the base frame over the reinforced cuboidal steel structure. The job further includes laying of M-20 grade cement concrete block including steel reinforcement, machine mixing laying and compaction with vibrator using stone aggregate 1:11/2:3 mix (1 cement 11/2 coarse sand and 3 graded stone mixture of specified grade of nominal size 20mm) including binding chemical up to top level from inside the base frame and up to the bottom line of base frame from outside of the base frame – also plastering the exposed surface of block. Construction of drain for draining out the occasional leakage water of pump. Also repairing of damaged flooring wherever required with cement concrete mixture using chemical bonding material for smooth finish of the flooring of the pump room, and proper curing of cement works for proper strength for a minimum of 07 days. The whole job also includes cost of material and carriage charges for all material from various sources by Mech. Transport as well as head load, hire charges of shuttering material, vibrator and concrete mixture and welding set, POL for vibrator and concrete mixture, labour charges for laying of foundation block, including skilled and semi-skilled workers deployed for execution of job. Carriage (03 nos ):- Carriage of pumping machinery (pump, motor, coupling set, base frame to site of work by Mech. Transportation and Head Load up to Pump Room. The job also includes dismantling the pumping unit, unfastening the coupling bolts, nuts, bolts of the base frame for separating each component viz. motor pump, coupling set, base frame etc., for their proper handling and carriage. Installation (03 nos):- Installation of new 30000 GPH X 150M. Head H.C. pump set on the foundation blocks at pump room by way of providing and fitting of bolts with nuts and washers for fitting of new pump and motor on each base frame, Also leveling of pump and motor in proper alignment with each other. Tightening the nut bolts of the base frame. Providing and fitting graphite gland packing with fitting of pump glands. Coupling the pump and motor by way of fixing of coupling bolts. Job includes cost of graphite gland packing, nut bolts of the base frame and labour charges for skilled and semiskilled workers deployed for execution of job. Suction Manifold (01 No): - Fabrication of suction manifold out of MS Pipe 10 - 15 fts length by pluging both the extreme ends by weilding 02 Nos blind flanges at each end and placing in position at required height out side the pump room and anchoring by laying of RCC cublicl lock 02 Nos. Finally the connection manifold to be connected with suction line of the sump tank by creating a whole of required size in the manifold by way of gas cutting making V-groove all along the circumference of the cut and then weilding of by way of joining of suction line of sump tank to the manifold by proper weilding works in a preciese manners. Delivery Manifold (01 No):-Fabrication of delivery manifold out of M.S. pipe 10-15 feet length by plugging both the ends by welding 1 No. blind flange at each end and placing in position and required height outside the pump room and anchoring by laying of RCC Cubical blocks 2 nos. Of required size over the manifold with required foundation of blocks beneath the manifolds and curing properly the RCC cubical blocks for proper strength and finally the delivery manifold to be connected with the Rising main by creating a hole of required size in the delivery manifold by gas cutting making v-groove all along the circumference of the cut by way of joining of rising main to the manifold by proper welding work in a precise manner-1 Job Suction Line (03 Nos) :- Fabrication of suction line of dia equivalent to pump inlet dia, for each pump set out of M.S. pipes, Cast Steel Sluice Valve- 1 No. for each line , M.S. bends - quantity as per site requirement. MS flanges – qty as per site requirement for connecting pump suction inlet to suction manifold/sump tank. The job includes cutting the pipe in required lengths as per alignment/layout condition of the suction line at site, the cut edges have to be grinded to give them smooth and even surface for proper welding. Welding the flanges to bends and to the pipe pieces at proper ends, and then joining of the suction line to the suction manifold by way of proper welding works in precise manner. Also fitting of sluice valve at appropriate place in the suction line and joining of the other end of the suction line to the pump suction inlet by providing fitting of hexagonal fasteners and rubber insertion sheet. Job also involves creation of a hole of appropriate size in the wall and then properly dressing the hole by cement concrete mix for passing through of the suction line. Delivery Line (03 Nos):- Fabrication of delivery line of dia equivalent to pump outlet dia for each pump set , out of M.S pipe (300mm dia) Cast Steel reflex valve 01 no., cast steel sluice valve 01 No. M.S. bends– qty. as per site requirement M.S. flanges qty. as per site requirement for connecting pump delivery outlet to the delivery manifold. The job involves cutting the pipe in required lengths as per alignment/layout conditions of delivery line at site, the cut edges have to be grinded with grinder to give them smooth and even surface for proper welding. welding the flanges to bends and to the pipe pieces at proper ends in a precise manner, fitting of sluice valve and reflex valve at appropriate place in the delivery line and jointing of one end of the delivery line to pump delivery outlet by providing and fitting of hexagonal fasteners and rubber insertion sheet then jointing the other end of the delivery line to the delivery manifold by creating a hole of required size in the manifold by gas cutting and then jointing to the delivery manifold by way of proper welding work in a precise manner making v-groove all along the circumference of the cut and butt welding. Job also includes creation of a hole in the wall and then dressing to appropriate size by cement concrete mix for passing through it the delivery line of the pump. The whole job includes cost of material i-e., M.S. Pipes, Reflex Valve, Sluice Valve welding rods, M.S. flanges, M.S. bends, nut bolts, rubber insertion sheet, oxygen acetylene gas used and POL used by DG set, hire charges/carriage charges of welding set, DG set, gas cutting apparatus and labour charges for skilled and semi-skilled workers deployed for execution of job. LT control Panel (03 NOs):- Installation, Testing and Commissioning of LT Control Panel of 415 volts, AC 3 phase, 50 HZ for motor Installed-120/150 HP at pump room. Contactor of schneideer make LT control panel must be equiped with all protection relays. Testing and Commissioning of control panel by making connecting to incoming terminals and outgoing terminal of control panel. The job includes providing/ Laying/ fitting of suitable PVC copper conductor properly thimbles at the ends. Testing the performance of the panel on no load and on full load. The job includes the cost of all types of material and labour and carriage charges. Voltage Stabilizer (01 NO):- Supplying/Providing/fitting of 400 KVA oil cooled manual operated step up/Down voltage stabilizer with following Specifications :- Input Voltage Range 290 ( Phase to Phase) out 400-410 Volts + 5% (Phase to Phase) The stabilizer should be fitted with MCCB 630 Amp at output side of Stabilizer. The Stabilizer shall filled with fresh T-oil. Complete job includes mechanical transport/Manual labour for delivery of Stabilizer at Site. Complete job Air Circuit bearker (1 No): - Providing, installation, testing, Commissioning of 800 Amp. 03 pole air circuit breaker along with all relays (including thermal relay). Painting:-Cleaning all the surfaces of suction and delivery lines by scrubbing with emery paper, sand paper, wire brushes and then applying a single coat of red oxide primer, drying out at moderate temperature then applying two coats of black synthetic enamel paint for smooth and even shades. Job includes cost of material and labour charges. Cables :-providing and fitting of following size of PVC insulated copper cable with thimbles :- 1. Providingand fitting of copper cables with suitable current carrying capacity. 2. Providing and fitting of copper cables with suitable current carrying capacity. All the cables shall be of requisite current carrying capacity as per the equipment and shall be routed through the flexible conduit and firmly connected to the electric points of stabilizer, main switch starter and motors. Chemical Earthing (04 Nos):- Providing and fixing of Chemical Earthing by way of digging of pit approximately 2Mtr. Providing and fitting of copper electrode with chemical material and Providing and laying of copper wire with proper nut-bolts. Complete job includes cost of material, labour charges, and tools-tackles for working at site. Complete job includes the cost of material and labour charges for skilled and semi-skilled workers deployed for execution of work. Testing Commissioning:-Testing commissioning of the newly installed pumping units pump room along with allied starting and controlling devices for their smooth functioning. Rectifying the faults noticed during testing and also setting, adjusting the instruments of the panel Board , LT Control Panel and tightening of each cable thimbles of electrical points of stabilizer, main switch, starters and motors and realignment/leveling of pump & motor and checking the leakage of water from suction and delivery line if any. Job includes labour charges for skilled and semiskilled workers deployed to complete the job.

P/I/T/C of monobloc pumpset of 30000 GPH X 20m head at GSR/Sump Ghiyala 03 Nos to be installed.

Design, Fabrication, Providing, Installation, Testing & commissioning of fully automated 3 ton EOT crane and Providing, Testing & commissioning of High Mast Light at Site (Completed Job)

Electro Mechanical component (Machnery and Equipment) for Existing WTP (10,000 GPH) at Kalka Station Clariflaculator Clariflaculator : Design, Supply, installation, testing & commissioning of Peripheral type Clariflocculator with along with motors, Panel,Current Collector, Railing,, Brige With Flooring, End Gurders complete in all respcts for Mechanism with Wier ( V- Notch) Flocculator Size = 3.70 M Dia. X 0.225 m SWD Clarifier Size = 8.25 m Dia. X 0.225 m SWD Depth = 3.55 mtr.

Flash Mixer with Agitator : Supply,Installations, Testing & Commissioning including Packaging, Handling, Transportation ,Storage ) of Ss 304 Flash Mixers Agitators, Assembly , Reduction worn gear along with motor suitable for dia of tank 1.0 mtr & depth 1.5 mtr.

Air Blower Air Blower: Supply,installation,testing & commissioning of Roots Air ower?7.5 HP Pressure-0.35 kg/cm2& Acoustic Enclosure for Filter House

Back Wash pump motor unit : Supply , installation , testing & commissioning of Back wash pump of Capcity 20 m^3 /hr with motor 5 hp , Head 20 mtr with Controll valves Strainer complete in all respects. (Backwash pump)

Flow Control Gate Supply,Installations, Testing & Commissioning including Packaging,Handling, Transportation, Storage of Flow Contoll System , Electronic Digital type loss of head indicator & with Electronic & digital type rate flow indicator complete in all respects for filter House & Sludge Control.

Chlorination System Supply & Installation (including Packaging, Handling, , Insurance, Storage and Inspection & Testing at the manufacturer's works) of Gaese type vacum operated Chlorinated plant along with Eot crane & all required equipments, accessories & sfety equipments & complete in all respects suitable for the capcity of 0.55MGD

Chlorination System Supply & fixing of Chlorine Gas tuners 1 tonne Capcity

EOT Crane for Chlorination System EOT Crane: Supply, Installation, commissioning Packaging,Transportation, and Inspection & Testing of 3T capacity overhead monorail crane with Gantry Mechanism. complete in all respect as per IS 3177-1999 Location indoor Span 4 mtr Lift 10 mtr as per the relevant clauses in technical specifications

Providing and Fixing Chlorinator and Flow Meter SITC of Liquid Chlorinator dosing pump along with allied work. and supply of Hypochlorite solution in drums of suitable capacities for 12 months requirement.(L.S).

Providing and fixing Bulk Flow Meters complete with allied work. 100 mm dia

Providing and fixing Bulk Flow Meters complete with allied work. 150 mm dia

Const. of Mainfold Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting , hoisting , fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete. Hot finished welded type tubes 150 mm dia. MS Pipe (wall thickness 7.11mm) 100 mm dia. MS Pipe (wall thickness 6.02mm)

Providing and fixing C.I. sluice valves (with cap) complete with bolts, nuts, rubber insertions etc. (the tail pieces if required will be paid separately). 100 mm dia Class II

Providing and fixing C.I. sluice valves (with cap) complete with bolts, nuts, rubber insertions etc. (the tail pieces if required will be paid separately). 150 mm dia Class II

Operation and Maintence Cost of Scheme for 5 years (after completion of Defect Liability period) complete in all respects by operating and maintaining all the instruments during warranty period and maintence periods for 5 years with replacement / repair of all damaged or non functioning units / components incl. accessories. 1st year

2nd YEAR

3rd YEAR

4th YEAR

5th YEAR

M/s cee kay Traders (BID ID -2140214)