Construction of Convension centre at Karakulam in Thiruvananthapuram District

Amount

SITE PREPARATION AND EARTH WORK

2.33.1 Felling trees of the girth (measured at a height of 1 m above ground level) including cutting of trunks and branches, removing the roots and stacking of serviceable material and disposal of unserviceable material.Beyound 30 cm girth up to and including 60 cm girth

2.31 Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared

2.2.1 Earth work in rough excavation, banking excavated earth in layers not exceeding 20 cm in depth, breaking clods, watering, rolling each layer with 1/2 tonne roller or wooden or steel rammers, and rolling every 3rd and top-most layer with power roller of minimum 8 tonnes and dressing up in embankments for roads, flood banks, marginal banks and guide banks or filling up ground depressions, lead up to 50 m and lift up to 1.5 m:All kinds of soil

2.3.1 Banking excavated earth in layers not exceeding 20 cm in depth, breaking clods, watering, rolling each layer with 1/2 tonne roller, or wooden or steel rammers, and rolling every 3rd and top-most layer with power roller of minimum 8 tonnes and dressing up, in embankments for roads, flood banks, marginal banks, and guide banks etc., lead up to 50 m and lift up to 1.5 m :All kinds of soil

2.8.1 Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.All kinds of soil

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

50.2.25.1 Filling with contractor's own 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 up to 50 m and lift up to 1.5 m as per direction of site Engineer-in-charge

2.26.1 Extra for every additional lift 1.5 m or part there of in excavation / banking excavated or stacked materials.All kinds of soil

YARD WORK

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

16.91.2 Providing and laying factory made chamfered edge Cement Concrete paver blocksin footpath, parks, lawns, drive ways or light traffic parking etc, of required strength,thickness & size/ shape, made by table vibratory method using PU mould, laid inrequired colour & pattern over 50mm thick compacted bed of sand, compacting andproper embedding/laying of inter locking paver blocks into the sand bedding layerthrough vibratory compaction by using plate vibrator, filling the joints with sand andcutting of paver blocks as per required size and pattern, finishing and sweepingextra sand. complete all as per direction of Engineer-in-Charge.80 mm thick C.C. paver block of M-30 grade with approved color design and pattern.

Supplying dressing and laying natural granitr cobble stones thickness not less than 100 mm ( size 100 mm X 100 mm to 350 mm X 350 mm as directed by architect/Engineer in charge) including preparing base laying to lines and levels filling intermediate gaps best quality stones free from damages and cracks including all cost conveyance and labour charges complete

10.1 Structural steel work in single section, fixed with or without connecting plate, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete.

10.16.1 Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing 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

50.6.1.1 Solid block masonry using pre cast solid blocks ( factory made) of size 40x20x20cm or nearest available size confirming to IS 2185 part 1 of 1979 for foundation and plinth with thickness 20 cm and above in: CM 1:6 ( 1 cement : 6 coarse sand) etc complete

50.6.1.7 Solid block masonry using pre cast solid blocks ( Factory made) of size 40x20x15cm or nearest available size confirming to IS 2185 part I of 1979 for foundation and plinth with thickness 15 cm in : CM 1:6 ( 1 cement : 6 coarse sand ) etc complete

13.1.1 12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand)

13.2.1 15 mm cement plaster on the rough side of single or half brick wall of mix:1:4 (1 cement :4 fine sand

FOUNDATION- PILE

20.2A.1 Boring, providing and installation bored cast-in-situ reinforced cement concrete piles of garde M-25 ofspecified diameter and length below pile cap, to carry a safe working load not less than specified,excluding the cost of steel reinforcement but including the cost of boring with bentonite solution andtemporary casing of appropriate length for setting out and removal of same and the length of the pile tobe embedded in the pile cap etc. by Crawler mounted, telescopic boom hydraulic pilling Rig all complete,including removal of excavated earth with all its lifts and leads (length of pile for payment shall bemeasured up to bottom of pile cap).Note: Truck Mounted rotary/TMR/Tube well boring machine shall not be used.600 mm dia piles

Boring, providing and installation bored cast-in-situ reinforced cement concrete piles of garde M-25 ofspecified diameter and length below pile cap, to carry a safe working load not less than specified,excluding the cost of steel reinforcement but including the cost of boring with bentonite solution andtemporary casing of appropriate length for setting out and removal of same and the length of the pile tobe embedded in the pile cap etc. by Crawler mounted, telescopic boom hydraulic pilling Rig all complete,including removal of excavated earth with all its lifts and leads (length of pile for payment shall bemeasured up to bottom of pile cap).Note: Truck Mounted rotary/TMR/Tube well boring machine shall not be used.800 mm dia piles

Boring, providing and installation bored cast-in-situ reinforced cement concrete piles of garde M-25 ofspecified diameter and length below pile cap, to carry a safe working load not less than specified,excluding the cost of steel reinforcement but including the cost of boring with bentonite solution andtemporary casing of appropriate length for setting out and removal of same and the length of the pile tobe embedded in the pile cap etc. by Crawler mounted, telescopic boom hydraulic pilling Rig all complete,including removal of excavated earth with all its lifts and leads (length of pile for payment shall bemeasured up to bottom of pile cap).Note: Truck Mounted rotary/TMR/Tube well boring machine shall not be used.900 mm dia piles

5.35 Add for using extra cement in the items of design mix over and above the specified cement content therein

20.6.1.1 Vertical load testing of piles in accordance with IS 2911( Part IV) including installation of loading platform and preparation of pile head or construction of test cap and dismantling of test cap after test etc. complete as per specification & the direction of engineer -in-Charge.Single pile upto 50 tonne capacityInitial test

2.6.1.2 Vertical load testing of piles in accordance with IS 2911( Part IV) including installation of loading platform and preparation of pile head or construction of test cap and dismantling of test cap after test etc. complete as per specification & the direction of engineer -in-Charge.Single pile upto 50 tonne capacityRoutine test

20.6.2.1 Vertical load testing of piles in accordance with IS 2911( Part IV) including installation of loading platform and preparation of pile head or construction of test cap and dismantling of test cap after test etc. complete as per specification & the direction of engineer -in-Charge.Single pile above 50 tonne and upto 100 tonne capacityInitial test

20.6.2.2 Vertical load testing of piles in accordance with IS 2911( Part IV) including installation of loading platform and preparation of pile head or construction of test cap and dismantling of test cap after test etc. complete as per specification & the direction of engineer -in-Charge.Single pile above 50 tonne and upto 100 tonne capacityRoutine test

20.8.1 Lateral load testing of single pile in accordance with IS Code of practice IS : 2911 ( Part IV) for determining safe allowable lateral load on pile:Upto 50 tonne capacity pile

20.8.2 Lateral load testing of single pile in accordance with IS Code of practice IS : 2911 ( Part IV) for determining safe allowable lateral load on pile:Above 50 tonne and upto 100 tonne capacity pile.

Pile chipping the excess parts from top to required depth to remove un compacted loose concrete and to bring to required level of pile cap bottom, shaping the pile head as per direction of engineer in charge using chisel and light hammer with out damaging the remaining parts of pile as per codes and standard manuals

7.1.1 Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) up to plinth level with:Cement mortar 1:6 (1 cement : 6 coarse sand)

PCC AND ANTI-TERMITE

4.1.8 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 nominal size)

4.10 Providing and laying damp-proof course 40 mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 12.5 mm nominal size).

4.11 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).

2.35.1.1 Diluting and injecting chemical emulsion for POST -CONSTRUCTIONAL anti-termite treatment (excluding the cost of chemical emulsion):Along external wall where the apron is not provided using chemical emulsion @ 7.5 litres / sqm of the vertical surface of the substructure to a depth of 300mm including excavation channel along the wall & rodding etc. complete:With Chlorpyriphos /Lindane E.C. 20% with 1% concentration

Diluting and floating chemical emulsion for pre-constructional anti termite treatment. Treatment of soil before floor concreating by providing 400 mm deep injection pits on rammed earth fill at a spacing of 500 mm both ways and using 20 mm metal bars and flooding the holes with 5 % chlorpyrifos solution (1 liter chemical in 19 liter water) in repeated trials to for a through barrier.

REINFORCED CEMENT CONCRETE,STEEL REINFORCEMENT WORKS

5.1.2 Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level:1:1:5:3 (1 cement 1.5 coarse sand :3 graded stone aggregate 20 mm nominal size

50.5.33.1 Providing and laying in position machine batched and machine mixed design mix M- 20 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-in-charge.Note: Cement content considered in this item is @ 330 kg/ cum. Excess or less cement used as per design mix is payable or recoverable separately. All work up to plinth level

50.5.33.2 Providing and laying in position machine batched and machine mixed design mix M-20 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-in-charge.Note:- Cement content considered in this item is @ 330 kg/cum. Excess or less cement used as per design mix is payable or recoverable separately. All work above plinth level upto floor V level

5.33.1 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 - in-charge. Note:- Cement content considered in this item is @ 330 kg/ cum. Excess or less cement used as per design mix is payable or recoverable separately.All work upto plinth level

5.33.2 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 - in-charge. Note:- Cement content considered in this item is @ 330 kg/ cum. Excess or less cement used as per design mix is payable or recoverable separately.All work above plinth level upto floor V leve

5.17 Providing, hoisting and fixing up to floor five level precast reinforced cement concrete in vertical & horizontal fins individually or forming box louvers setting in cement mortar 1:2 ( 1 cement : 2 coarse sand), including the cost of required centering, shuttering but excluding the cost of reinforcement, with 1:1.5:3 (1 cement : 1.5 coarse sand (Zone - III) : 3 graded stone aggregate 20 mm nominal size)

5.31 Extra for laying reinforced cement concrete in or under water and /or liquid mud including cost of pumping or bailling out water and removing slush etc., complete.Note:- The quantity will be calculated by multiplying the depth measured from the subsoil water level upto the centre of gravity of the R.C.C. under subsoil water with the quantity of R.C.C. in cubic metre executed under subsoil water. The depth of centre of gravity shall be reconed correct to 0.1m. 0.05 m or more shall be taken as 0.1 and less than 0.05 m ignored. No extra payment shall be made for placing reinforcement or centering & shuttering under subsoil water conditions.

5.34.3 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-40 grade concrete instead of M-25 grade BMC/RMC.(Note : Cementcontent considered in M-40 is @ 360 kg/cum).

5.34.1 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. (Note:- Cement content considered in M-30 is @ 340 kg/cum).

5.34.2 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-35 grade concrete instead of M-25 grade BMC/RMC. (Note: Cement content considered in M-35 is @ 350 Kg/cum).

5.2.2 Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. up tot floor five level excluding cost of centering, shuttering, finishing and reinforcement :1:1.5:3( 1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size)

5.3 Reinforced cement concrete work in beams, suspended floors, roofs, having slope up to 150 landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases up to floor five level excluding the cost of centering, shuttering, finishing and reinforcement, with1:1.5:3 (1 cement : 1.5 coarse sand (Zone III) : 3 graded stone aggregate 20 mm nominal size).

5.4 Providing and laying up to floor five level reinforced cement concrete in kerbs, steps and the like excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand (Zone - III) : 3 graded stone aggregate 20 mm nominal size)

5.5 Reinforced cement concrete work in arches, archribs, domes, vaults, shells, folded plate and roofs having slope more than 15 up to floor five level excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 ( 1 cement :1.5 coarse sand(Zone III) : 3 graded stone aggregate 20 mm nominal size)

5.8 Reinforced cement concrete work in vertical and horizontal fins individually or forming box louvers, facias and eaves boards up to floor five level excluding the cost of centering, shuttering, finishing and reinforcement, with 1:11/2:3 (1 cement : 11/2 coarse sand : 3 graded stone aggregate 20 mm nominal size)

5.28 Providing and fixing in position 12mm thick bitumin impregnated fibre board conforming to IS : 1838, including cost of primer , sealing compound in expansion joints

5.29.1.2 Providing and fixing sheet covering over expansion joints with iron screws as per design.200 mm wide

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

5.22 A.6 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

FORM WORK

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

5.9.2 Centering and shuttering including strutting, etc. and removal of form for:Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.

5.9.3 Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platform

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

5.9.6 Centering and shuttering including strutting, etc. and removal of form for:Columns, Pillars, Piers, Abutments, Posts and Struts

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

5.9.9 Centering and shuttering including strutting, etc. and removal of form for:Arches, domes, vaults up to 6m span

5.9.13 Centering and shuttering including strutting, etc. and removal of form for:Vertical and horizontal fins individually for forming her Engineering Organisation

5.9.15 Centering and shuttering including strutting, etc. and removal of form for:Small lintels not exceeding 1.5 m clear span, moulding as in cornices, window sills, string courses, bands, copings, bed plates, anchor blocks and the like

5.9.16.1 Centering and shuttering including strutting, etc. and removal of form for:Edges of slabs and breaks in floors and wallsUnder 20 cm wide

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

MASNORY WORK

50.6.1.2 Solid block masonry using pre cast solid blocks (Factory made) of size 40x20x20cm or nearest available size confirming to IS 2185 part I of 1979 for super structure up to floor two level thickness 20cm and above in: CM 1:6 ( 1cement : 6 coarse sand ) etc complete .

50.6.1.7 Solid block masonry using pre cast solid blocks ( Factory made) of size 40x20x15cm or nearest available size confirming to IS 2185 part I of 1979 for foundation and plinth with thickness 15 cm in : CM 1:6 ( 1 cement : 6 coarse sand ) etc complete

6.4.1 Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in:Cement mortar 1:4 ( 1 cement : 4 coarse sand)

FINISHING

13.1.1 12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand)

13.7.1 12 mm cement plaster finished with a floating coat of neat cement of mix:1:3 ( 1 cement : 3 fine sand)

13.24.2 Extra for plastering done on moulding cornices or architraves including neat finish to line and level:In two coats

50.13.1 9 mm cement plastering of mix : 1:3 (1 cement : 3 fine sand ) including all cost of materials, labour charges etc complete

13.80 Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete.

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

13.46.1 Finishing walls with Acrylic Smooth exterior paint of required shade:New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm)

13.48.1 Finishing with Deluxe Multi surface paint system for interiors and exteriors using primer as per manufacturers specifications:Two or more coats applied on walls @ 1.25 ltr/10 sqm over and including one coat of special primer applied @ 0.75 ltr /10 sqm

13.48.3 Finishing with Deluxe Multi surface paint system for interiors and exteriors using primer as per manufacturers specifications:Painting Steel work with Deluxe Multi Surface Paint to give an even shade. Two or more coat applied @ 0.90 ltr/10 sqm over an under coat of primer applied @ 0.80 ltr/10 sqm of approved brand and manufacture

STEEL WORK

10.1Structural steel work in single section, fixed with or without connecting plate, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete.

10.2 Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete.

10.3 Providing and fixing in position collapsible steel shutters with vertical channels 20x10x2 mm and braced with flat iron diagonals 20x5 mm size, with top and bottom rail of T-iron 40x40x6 mm, with 40 mm dia steel pulleys, complete with bolts, nuts,locking arrangement, stoppers, handles, including applying a priming coat of approved steel primer .

10.16.1 Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing 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

10.25.1Item Shifted to head 14 as item 14.74Steel work welded in built up sections/framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required.In stringers, treads,landings etc. of stair cases, including use of chequered plate wherever required, all complete

10.25.2 Item Shifted to head 14 as item 14.74Steel 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

10.26.1 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 approves steel primer.M.S. tube

10.26.3 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 approves steel primer.G.I. pipes

10.28 Providing and fixing stainless steel (Grade 304) railing made of Hollow tubes, channels, plates etc.,including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, i/c fixing the railing with necessary accessories & stainless steel dash fasteners, stainless steel bolts etc., of required size on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-in-charge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.)

10.31 Providing and fixing angle iron frames for doors, windows and ventilators of mildsteel Angle sections of size 35x35x5 mm, joints mitred and welded by angle iron35x35x5 mm or 35x 5 mm flat pieces to the existing T-iron frame or to the wall withdash fastener, including fixing of necessary butt hinges and screws and applying apriming coat of approved steel primer, all complete as per the direction ofEngineer In charge.

Providing designer type roofing shingles best quality (Saint Gobain or equivalent ) of color, texture and brand as per the architectural specification and directed by Architect/Engineer in charge over a layer of fibre cement board 8 mm thick ( bison, shera or equivalent ) including water proofing provisions with proper overlap ets complete

Providing and fixing Aluminiun sheet 0.25mm thick over truss work with necessary overlap not less than 150mm both laterally and longitudinally fixing with nails etc complete

FLOORING

11.41.2 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 20 mm 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 600 x 600 mm.

Providing and laying vitrified matt finished 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 20 mm thick cement mortar 1:4 (1 cement : 4 coarse sand), including grouting the joints with white cement and matching pigments etc., complete.<br>Size of Tile 800x 800 mm

11.41.4 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 20 mm 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 1000x1000 mm

11.46.4 Providing and laying Vitrified tiles indifferent sizes (thickness to be specified by manufacturer), with water absorption less than 0.08 % and conforming to I.S. 15622, of approved make, in all colours & shade, in skirting, riser of steps, over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand), including grouting the joint with white cement & matching pigments etc. complete.Size of Tile 1000x1000 mm

11.48.2 Grouting the joints of flooring tiles having joints of 3 mm width, using epoxy grout mix 0.70 kg of organic coated filler of desired shade (0.10 kg of hardener and 0.20 kg of resin per kg). including filling /grouting and finishing complete as per direction of Engineer-in-charge.Size of Tile 600x600 mm

11.48.3 Grouting the joints of flooring tiles having joints of 3 mm width, using epoxy grout mix 0.70 kg of organic coated filler of desired shade (0.10 kg of hardener and 0.20 kg of resin per kg). including filling /grouting and finishing complete as per direction of Engineer-in-charge.Size of Tile 800x800mm

11.48.4 Grouting the joints of flooring tiles having joints of 3 mm width, using epoxy grout mix 0.70 kg of organic coated filler of desired shade (0.10 kg of hardener and 0.20 kg of resin per kg). including filling /grouting and finishing complete as per direction of Engineer-in-charge.Size of Tile 1000x1000 mm

11.55.1 Providing and laying flamed finish Granite stone flooring in required designand patterns, in linear as well as curvilinear portions of the building all completeas per the architectural drawings with 18 mm thick stone slab over 20 mm(average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid andjointed with cement slurry and pointing with white cement slurry admixed withpigment of matching shade including rubbing, curing and polishing etc. allcomplete as specified and as directed by the Engineer-in-Charge :Flamed finish granite stone slab Jet Black, Cherry Red, Elite Brown, Cat Eye orequivalent.

Providing and laying Lapotra Granite stone flooring in required design and<br>patterns, in linear as well as curvilinear portions of the building all complete as<br>per the architectural drawings with 18 mm thick stone slab over 20 mm (average)<br>thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with<br>cement slurry and pointing with white cement slurry admixed with pigment of<br>matching shade including rubbing , curing and polishing etc. all complete as<br>specified and as directed by the Engineer-in-Charge.<br>Polished Granite stone slab jet Black, Cherry Red, Elite Brown,Cat Eye or <br>equivalent.

11.56.1 Providing and laying Polished Granite stone flooring in required design andpatterns, in linear as well as curvilinear portions of the building all complete asper the architectural drawings with 18 mm thick stone slab over 20 mm (average)thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed withcement slurry and pointing with white cement slurry admixed with pigment ofmatching shade including rubbing , curing and polishing etc. all complete asspecified and as directed by the Engineer-in-Charge.Polished Granite stone slab jet Black, Cherry Red, Elite Brown, Cat Eye or equivalent.

8.3.2 Providing edge moulding to 18 mm thick marble stone counters, vanities etc., including machine polishing to edge to give high gloss finish etc. complete as per design approved by Engineer -in-Charge.Granite work

8.5 Extra for providing opening or required size & shape for wash basin/kitchen sink in kitchen platform, vanity counter and similar location in marble/granite/ stone work, including necessary holes for pillar taps etc. including moulding, rubbing and polishing of cut edges etc. complete.

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

FALSE CEILING

12.45.1 Providing and fixing false ceiling at all height including providing and fixing of frame work made of special sections, power pressed from M.S. sheets and galvanized with zinc coating of 120 gms/ sqm (both side inclusive) as per IS : 277 and consisting of angle cleats of size 25 mm wide x 1.6 mm thick with flanges of 27 mm and 37 mm, at 1200 mm centre to centre, one flange fixed to the ceiling with dash fastener 12.5mm dia x 50 mm long with 6 mm dia bolts, other flange of cleat fixed to the angle hangers of 25x10x0.50mm of required length with nuts & bolts of required size and other end of angle hanger fixed with intermediate G.I. channels 45x15x0.9 mm running at the spacing of 1200 mm centre to centre, to which the ceiling section 0.5 mm thick bottom wedge of 80 mm with tapered flanges of 26 mm each having lips of 10.5 mm, at 450 mm centre to centre, shall be fixed in a direction perpendicular to G.I. intermediate channel with connecting clips made out of 2.64 mm dia x 230 mm long G.I. wire at every junction,including fixing perimeter channels 0.5 mm thick 27 mm high having flanges of 20 mm and 30 mm long, the perimeter of ceiling fixed to wall/partition with the help of rawl plugs at 450 mm centre, with 25 mm long dry wall screws @ 230 mm interval, including fixing of gypsum board to ceiling section and perimeter channel with the help of dry wall screws of size 3.5x25 mm at 230 mm c/c, including jointing and finishing to a flush finish of tapered and square edges of the board with recommended jointing compound, jointing tapes, finishing with jointing compound in 3 layers covering upto 150 mm on both sides of joint and two coats of primer suitable for board, all as per manufacturer's specification and also including the cost of making openings for light fittings, grills, diffusers, cutouts made with frame of perimeter channels suitably fixed, all complete as per drawings, specification and direction of the Engineer in Charge but excluding the cost of painting with:12.5 mm thick tapered edge gypsum plain board conforming to IS : 2095-Part 1

12.58.1 Providing and fixing tiled false ceiling of approved materials of size 595x595 mm in true horizontal level,suspended on interlocking metal grid of hot dipped galvanized steel sections (galvanized @ 120 grams/sqm, both side inclusive) consisting of main "T" runner with suitably spaced joints to get required lengthand of size 24x38 mm made from 0.30 mm thick (minimum) sheet, spaced at 1200 mm center to center and cross "T" of size 24x25 mm made of 0.30 mm thick (minimum) sheet, 1200 mm long space between main "T" at 600 mm center to center to form a grid of 1200x600 mm and secondary cross "T" of length 600 mm and size 24x25 mm made of 0.30 mm thick (minimum) sheet to be interlocked at middle of the 1200x600 mm panel to form grids of 600x600 mm and wall angle of size 24x24x0.3 mm and laying false ceiling tiles of approved texture in the grid including, required cutting/making, opening of services like diffusers, grills, light fittings, fixtures, smoke detectors etc. Main "T" runners to be suspended from ceiling using GI slotted cleats of size 27 x 37 x 25 x 1.6 mm fixed to ceiling with 12.5 mm dia and 50 mm long dash fasteners, 4 mm GI adjustable rods with galvanized butterfly level clips of size 85 x 30 x 0.8 mm spaced at 1200 mm center to center along main T, bottom exposed width of 24 mm of all T-sections shall be pre-painted with polyester paint, all complete for all heights as per specifications, drawings and as directed by Engineer-in-charge.8 mm thick fully perforated calcium silicate board made with Calcareous & Siliceous materials reinforced with cellulose fiber manufactured through autoclaving process to give stable crystalline structure with minimum compressive strength 225 Kg/ sq. cm, bending strength 100 Kg/sq. cm, of size 595x595 mm, having perforation of dia, 10 mm with minimum perforated area 18% with non woven tissue on the back side, having an NRC (Noise Reduction Coefficient) of 0.85, with 50 mm thick rockwool of 48 Kg/cum backing.

12.45.3 Providing and fixing false ceiling at all height including providing and fixing of frame work made of special sections, power pressed from M.S. sheets and galvanized with zinc coating of 120 gms/ sqm (both side inclusive) as per IS : 277 and consisting of angle cleats of size 25 mm wide x 1.6 mm thick with flanges of 27 mm and 37 mm, at 1200 mm centre to centre, one flange fixed to the ceiling with dash fastener 12.5 mm dia x 50 mm long with 6 mm dia bolts, other flange of cleat fixed to the angle hangers of 25x10x0.50 mm of required length with nuts & bolts of required size and other end of angle hanger fixed with intermediate G.I. channels 45x15x0.9 mm running at the spacing of 1200 mm centre to centre, to which the ceiling section 0.5 mm thick bottom wedge of 80 mm with tapered flanges of 26 mm each having lips of 10.5 mm, at 450 mm centre to centre, shall be fixed in a direction perpendicular to G.I. intermediate channel with connecting clips made out of 2.64 mm dia x 230 mm long G.I. wire at every junction, including fixing perimeter channels 0.5 mm thick 27 mm high having flanges of 20 mm and 30 mm long,the perimeter of ceiling fixed to wall/partition with the help of rawl plugs at 450 mm centre, with 25 mm long dry wall screws @ 230 mm interval, including fixing of gypsum board to ceiling section and perimeter channel with the help of dry wall screws of size 3.5x25 mm at 230 mm c/c, including jointing and finishing to a flush finish of tapered and square edges of the board with recommended jointing compound, jointing tapes, finishing with jointing compound in 3 layers covering upto 150 mm on both sides of joint and two coats of primer suitable for board, all as per manufacturer's specification and also including the cost of making openings for light fittings, grills, diffusers, cutouts made with frame of perimeter channels suitably fixed, all complete as per drawings, specification and direction of the Engineer in Charge but excluding the cost of painting with:12.5 mm thick tapered edge gypsum moisture resistant board

12.45.4 Providing and fixing false ceiling at all height including providing and fixing of frame work made of special sections, power pressed from M.S. sheets and galvanized with zinc coating of 120 gms/ sqm (both side inclusive) as per IS : 277 and consisting of angle cleats of size 25 mm wide x 1.6 mm thick with flanges of 27 mm and 37 mm, at 1200 mm centre to centre, one flange fixed to the ceiling with dash fastener 12.5 mm dia x 50 mm long with 6 mm dia bolts, other flange of cleat fixed to the angle hangers of 25x10x0.50mm of required length with nuts & bolts of required size and other end of angle hanger fixed with intermediate G.I. channels 45x15x0.9 mm running at the spacing of 1200 mm centre to centre, to which the ceiling section 0.5 mm thick bottom wedge of 80 mm with tapered flanges of 26 mm each having lips of 10.5 mm, at 450 mm centre to centre, shall be fixed in a direction perpendicular to G.I. intermediate channel with connecting clips made out of 2.64 mm dia x 230 mm long G.I. wire at every junction, including fixing perimeter channels 0.5 mm thick 27 mm high having flanges of 20 mm and 30 mm long, the perimeter of ceiling fixed to wall/partition with the help of rawl plugs at 450 mm centre, with 25 mm long dry wall screws @ 230 mm interval, including fixing of gypsum board to ceiling section and perimeter channel with the help of dry wall screws of size 3.5x25 mm at 230 mm c/c, including jointing and finishing to a flush finish of tapered and square edges of the board with recommended jointing compound, jointing tapes, finishing with jointing compound in 3 layers covering upto 150 mm on both sides of joint and two coats of primer suitable for board, all as per manufacturer's specification and also including the cost of making openings for light fittings, grills, diffusers, cutouts made with frame of perimeter channels suitably fixed, all complete as per drawings, specification and direction of the Engineer in Charge but excluding the cost of painting with:Fully Perforated Gypusm Plaster Board of size 1200 x 2400 x 12.5 mm having approx. 15% perforated area with perforation size and pattern as approved by the Engineer - in- charge and as per manufacturer's specification, with all 4 side tapered and backed by acoustical tissue with NRC value not less than 0.60.

26.26.1 Providing & fixing false ceiling at all heights with GRG (Glass Fibre ReinforcedGypsum) false ceiling tiles of Size 595x595 mm of approved texture, designand patterns having moisture content less than 2%, humidity resistance of99%, NRC0.50 to 0.75 as per IS 8225:1987, Non combustible as per BS 476(part 4)-1970 and light reflectance of 85% (minimum) to be laid in true horizontallevel suspended on inter-locking metal T-Grid of hot dipped galvanised ironsection of 0.33mm thick (galvanized @ 120 grams per sqm including bothsides) comprising of main-T runners of size 15x32 mm of length 3000 mm,cross - T of size 15x32 mm of length 1200 mm and secondary intermediate cross-T of size 15x32 mm of length 600mm to form grid module of size 600 x600 mm, suspended from ceiling using galvanised mild steel items (galvanizing@ 80 grams per sqm) i.e. 50 mm long, 8 mm outer diameter M-6 dash fasteners,6 mm dia fully threaded hanger rod upto 1000 mm length and L-shape leveladjuster of size 85x25x2 mm. Galvanised iron perimeter wall angle of size24x24x0.40 mm of length 3000 mm to be fixed on periphery wall / partition withthe help of plastic rawl plugs at 450 mm center to center and 40 mm long drywall wood screws. The work shall be carried out as per specifications, drawingand as per directions of the Engineer- in-Charge.With semi perforated 12 mm thick micro tegular edged GRG false ceiling tiles.

26.27.1 Providing and fixing mineral fibre false ceiling tiles at all heights of size595X595mm of approved texture,design and pattern. The tiles should haveHumidity Resistance (RH) of 99%, Light Reflectance ?85%,ThermalConductivity k = 0.052 - 0.057 w/m K, Fire Performance as per (BS 476 pt - 6&7)in true horizontal level suspended on interlocking T-Grid of hot dipped allround galvanized iron section of 0.33 mm thick (galvanized @120 gsm )comprising of main T runners of 15x32 mm of length 3000 mm, cross T of size15x32mm of length 1200 mm and secondary intermediate cross T of size 15x32mm of length 600mm to form grid module of size 600x600 mm suspendedfrom ceiling using galvanized mild steel item (galvanised@80gsm) 50 mmlong 8mm outer diameter M-6 dash fasteners, 6 mm diameter fully threaded hanger rod up to 1000 mm length and L-shape level adjuster of size 85x25x2mm, spaced at 1200 mm centre to centre along main ‘T’. The system shouldrest on periphery walls /partitions with the help of GI perimeter wall angle of size24x24X3000 mm made of 0.40 mm thick sheet, to be fixed to the wall withhelp of plastic rawl plug at 450 mm centre to centre & 40 mm long dry wall S.S.screws. The exposed bottom portion of all T-sections used in false ceilingsupport system shall be pre-painted with polyester baked paint, for all heights.The work shall be carried out as per specifications, drawings and as perdirections of the engineer-in-charge.With 16 mm thick beveled tegular mineral fibre false ceiling tile (NRC 0.55 to0.6)

WATER PROOFING

No specifications added under this estimate

PLUMBING

Providing and fixing rimless wall mounted water closet P trap with soft close slim seat cover, hinges,accessories set, concealed slim flushing cistern with floor mounting frame, drain pipe connection set for wall hung WC, and dual flush fittings (6/3L) including nuts, bolts etc complete in all respect as per directions of Engineer-in-Charge.

Providing and fixing white vitreous china urinal of approx.size 480x300x740 mm with fixing accessories and Battery operated sensor flushing valve with complete kit including fixing to wall with suitable brackets all as per manufacturers specification and direction of Engineer - in-charge.

Providing and fixing White vitreous china Wall hung integrated wash basin 490x430x390mm or nearest size with fixing accessories, 32 mm C.P. brass waste, including painting of fittings and brackets, cutting and making good the walls wherever require:<br>

Supplying and fixing white glazed wall hung European water closet with UF soft close seat cover,concealed slim flushing cistern with floor mounting frame, twin flush fittings (6/3L), wall hung wash basin of 650x560x150mm size, 600x100 hinged hand rail-1 nos, 600mm long grab bars-4 nos and all associated accessories like, CP brass elbow operated pillar tap, 32mm cp brass waste coupling etc. to make the toilet functional for special need persons including cutting and making good the walls and floor whereever required

18.21.2.1Providing and fixing uplasticised PVC connection pipe with brass unions:45 cm length15 mm nominal bore

17.28.2.1 Flexible pipe32 mm dia

18.53.1 Providing and fixing C.P. brass angle valve for basin mixer and geyser points of approved quality conforming to IS: 893115 mm nominal bore

17.31 Providing and fixing 600x450 mm beveled edge mirror of superior glass (of approved quality) complete with 6 mm thick hard board ground fixed to wooden cleats with C.P. brass screws and washers complete.

50.17.1.2 Supplying and fixing CP Towel rod 45cm or nearest available length including cost of materials and labour charges etc complete as per the direction of site Engineer-in-charge.

Supplying and fixing CP towel ring of approved shape including cost of materials and labour charges etc complete as per the direction of site Engineer-in-charge.

Supply and fixing C.P. brass stop cock (concealed) of standard design and of approved make conforming to IS:8931.:<br>20 mm nominal bore. <br>

Providing and fixing C.P. Brass wall mounting pressmatic tap (auto closing) with wall flange for fixing in hand wash trough<br>

Providing and fixing C.P. brass long body bib cock with wall flange of approved quality in position

Providing and fixing C.P. brass quarter turn pillar tap of approved quality in position<br>

Providing and fixing C.P. brass single lever basin mixer without pop up waste with 450mm long braided hoses of approved quality in position

Providing and fixing Health faucet ABS body with wall hook and 1.2 metre SS braided rubber hose pipe in position

Providing and fixing SS Over head rain shower of size 200mm dia round shape (single flow) and 450mm long round shape shower arm (20mm dia) with wall flange in position.

Providing and fixing concealed and exposed part kit of Thermostatic shower mixer with 2 way diverter of approved make for over head shower and spout

Providing and fixing C.P. brass bath spout with wall flange of approved make in position

50.17.1.1 Supplying and fixing Stainless steel soap dish including cost of materials and labour charges etc complete as per the direction of site Engineer-in-charge.

Supplying, fixing testing and commissioning of electric storage water heater of 15L capacity

18.8.2 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes& fittings, with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer-in-Charge. Concealed work, including cutting chases and making good the wall etc.20 mm nominal outer dia pipes

18.8.3 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes& fittings, with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer-in-Charge. Concealed work, including cutting chases and making good the wall etc.25 mm nominal outer dia pipes

18.8.4 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes& fittings, with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer-in-Charge. Concealed work, including cutting chases and making good the wall etc.32 mm nominal outer dia pipes

18.7.2 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer -in-Charge. Internal work - Exposed on wall20 mm nominal outer dia pipes

18.7.3 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer -in-Charge. Internal work - Exposed on wall25 mm nominal outer dia pipes

18.7.4 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer -in-Charge. Internal work - Exposed on wall32 mm nominal outer dia pipes

18.7.5 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer -in-Charge. Internal work - Exposed on wall40 mm nominal outer dia pipes

18.7.6 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer -in-Charge. Internal work - Exposed on wall50 mm nominal outer dia pipes

18.9.3 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings. This includes jointing of pipes & fittings with one step CPVC solvent cement, trenching , refilling & testing of joints complete as per direction of Engineer- in-Charge. External work25 mm nominal outer dia pipes

18.17.1A Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) :20 mm nominal bore

18.17.1 Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) :25 mm nominal bore

18.17.2 Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) :32 mm nominal bore

18.17.3 Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) :40 mm nominal bore

18.17.4 Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) :50 mm nominal bore

18.19.2.1 Providing and fixing gun metal non-return valve of approved quality (screwed end):32 mm nominal boreHorizontal

Providing and fixing Forged brass air release valve : 20 mm nominal bore<br>

18.32.1 Constructing masonry chamber 30x30x50 cm inside, in brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for stop cock, with C.I. surface box 100x100x75 mm (inside) with hinged cover fixed in cement concrete slab 1:2:4 mix (1 cement : 2 coarse sand: 4 graded stone aggregate 20 mm nominal size), i/c necessary excavation, foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12 mm thick, finished with a floating coat of neat cement complete as per standard design:With common burnt clay F.P.S (non modular) bricks of class designation 7.5

18.37.1 Constructing masonry chamber 60x45x50 cm inside, in brick work in cement mortar 1:4 ( 1 cement : 4 coarse sand) for water meter complete with C.I double flap surface box 400x200x200 mm ( inside ) with locking arrangement and RCC top slab 1:2:4 mix ( 1 cement : 2 coarse sand : 4 grades stone aggregate 20 nominal size), i/c necessary excavation, foundation concrete 1:5:10 ( 1 cement : 5fine sand : 10 graded stone aggregate 40 mm nominal size) and inside plastering with cement mortar 1:3 ( 1 cement : 3 coarse sand) 12 mm thick, finished with a floating coat of neat cement complete as per standard design:With common burnt clay F.P.S. ( non modular ) bricks of class designation 7.5

Supplying and fixing PVC Floor Trap 100mmx75mm size without Jali including cutting open, fixing through RCC slabs and making good the damages.<br>

Supplying and fixing polypropylene 'P' Trap 100mmx100mm size including fixing through RCC slabs, fixing with drainage pipe and making good the damages. (For kitchen only)<br>

Supplying and fixing PVC SWR 'P' Trap 100mmx100mm size including fixing through RCC slabs, fixing with drainage pipe and making good the damages.

Supplying and fixing polypropylene Boss pipe (height riser) 100mmx75mmx50mm size including fixing with P trap and making good the damages. (For Kitchen only)<br>

Providing and fixing SS grating of approved quality. Rectangular type with openable circular lid : 150 mm nominal size square 100 mm diameter of the inner hinged round grating

18.76.1 Cutting holes up to 30x30 cm in walls including making good the same:With common burnt clay F.P.S. ( non modular ) brick

Providing floor openings up to 15x15cm or nearest size in R.C.C. floors and roofs for passing drain pipe etc. and repairing the hole after inserion of drain pipe etc. with cement concrete 1:2:4 (1 cement :2 coarse sand : 4 graded stone aggregate 20 mm nominal size) including non shrink grout and epoxy resin based putty followed by testing so as to make the opening leak proof

50.18.8.3.2 Providing and fixing PVC pipes, fittings including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step PVC solvent cement and testing of joints complete as per direction of Engineer-in-Charge. Concealed work, including cutting chases and making good the wall etc. 25 mm pipe 10kgf /cm2

50.18.8.6.2 Providing and fixing PVC pipes, fittings including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step PVC solvent cement and testing of joints complete as per direction of Engineer-in-Charge. Concealed work, including cutting chases and making good the wall etc. 50 mm pipe 6 kgf/cm2

Providing and fixing Mineral reinforced polypropylene hot water resistant drainage pipes and fittings including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes with push fit socket and testing of joints complete as per direction of Engineer-in-Charge. Concealed work, including cutting chased and making good the wall etc. 50 mm dia pipe (For kitchen)<br>

Supply and fixing SWR Type B sanitary concealed pipes and specials , jointing with solvent cement and fixing them on slabs, floors etc. in position for connecting various fixtures (including fixing of pipes in sleeves/ drilled holes before water proofing) and specials with brick or CC supports wherever necessary including cutting and chasing brick walls as required, making good the same with brick in CM 1:6 and plastering with CM 1:4, 12mm thick one coat, sealing joints between pipe and concrete, complete : 110 mm diameter<br>

Supply and fixing SWR Type B sanitary concealed pipes and specials , jointing with solvent cement and fixing them on slabs, floors etc. in position for connecting various fixtures (including fixing of pipes in sleeves/ drilled holes before water proofing) and specials with brick or CC supports wherever necessary including cutting and chasing brick walls as required, making good the same with brick in CM 1:6 and plastering with CM 1:4, 12mm thick one coat, sealing joints between pipe and concrete, complete : 75 mm diameter

Supply , jointing and fixing Mineral reinforced polypropylene hot water resistant drainage pipes and fittings with push fit socket and fixing the same to line, plumb and level on the sides of ducts, walls, suspended to slabs as the case may be by using slotted rails , U clamps, 8mm threaded rods and other required materials including drilling holes, making good the walls, cleaning etc. and finishing complete : 110 mm diameter (For kitchen)<br>

Supply , jointing and fixing Mineral reinforced polypropylene hot water resistant drainage pipes and fittings with push fit socket and fixing the same to line, plumb and level on the sides of ducts, walls,suspended to slabs as the case may be by using slotted rails , U clamps, 8mm threaded rods and other required materials including drilling holes, making good the walls, cleaning etc. and finishing complete : 50 mm diameter (For Kitchen)

Supply , jointing and fixing SWR type B Sanitary exposed pipes and specials with good quality solvent cement and teflon tape and fixing the same to line, plumb and level on the sides of ducts, walls, suspended to slabs as the case may be by using slotted rails , U clamps, 8mm threaded rods and other required materials including drilling holes, making good the walls, cleaning etc. and finishing complete : 110 mm diameter

Supply , jointing and fixing SWR type B Sanitary exposed pipes and specials with good quality solvent cement and teflon tape and fixing the same to line, plumb and level on the sides of ducts, walls,suspended to slabs as the case may be by using slotted rails , U clamps, 8mm threaded rods and other required materials including drilling holes, making good the walls, cleaning etc. and finishing complete : 75 mm diameter

50.18.7.6.2 Providing and fixing PVC pipes, fittings including fixing the pipe with clamps at 1.00 m spacing . This includes jointing of pipes & fittings with one step PVC solvent cement and testing of joints complete as per direction of Engineer-in-Charge 50 mm dia 6 Kgf/cm2 - Internal work- Exposed on wall

50.18.7.5.2 Providing and fixing PVC pipes, fittings including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step PVC solvent cement and testing of joints complete as per direction of Engineer-in-Charge 40 mm dia 6Kgf/cm2 - Internal work - Exposed on wall

Supply , jointing and fixing SWR type A exposed pipes and specials (For vent) with good quality solvent cement and teflon tape and fixing the same to line, plumb and level on the sides of ducts, walls, suspended to slabs as the case may be by using slotted rails , U clamps, 8mm threaded rods and other required materials including drilling holes, making good the walls, cleaning etc. and finishing complete: 110mm diameter

Supply , jointing and fixing SWR type A exposed pipes and specials (For vent) with good quality solvent cement and teflon tape and fixing the same to line, plumb and level on the sides of ducts, walls, suspended to slabs as the case may be by using slotted rails , U clamps, 8mm threaded rods and other required materials including drilling holes, making good the walls, cleaning etc. and finishing complete: 75mm diameter

50.18.9.22.8 Providing and fixing PVC moulded fittings /accessories for Rigid PVC pipes, including jointing with PVC solvent cement -110 mm dia Vent cowl

50.18.9.21.7 Providing and fixing PVC moulded fittings/ accessories for Rigid PVC pipes, including jointing with PVC solvent cement - 75 mm dia Vent cowl

Supply , jointing and fixing uPVC 4kgf pipes and specials for Rain water with good quality solvent cement and teflon tape and fixing the same to line, plumb and level on the sides of ducts, walls, suspended to slabs as the case may be by using slotted rails , U clamps, 8mm threaded rods and other required materials including drilling holes, making good the walls, cleaning etc. and finishing complete:200mm diameter

Supply , jointing and fixing SWR type A exposed pipes and specials for Rain water with good quality solvent cement and teflon tape and fixing the same to line, plumb and level on the sides of ducts, walls, suspended to slabs as the case may be by using slotted rails , U clamps, 8mm threaded rods and other required materials including drilling holes, making good the walls, cleaning etc. and finishing complete:160mm diameter<br>

Supply , jointing and fixing SWR type A exposed pipes and specials for Rain water with good quality solvent cement and teflon tape and fixing the same to line, plumb and level on the sides of ducts, walls,suspended to slabs as the case may be by using slotted rails , U clamps, 8mm threaded rods and other required materials including drilling holes, making good the walls, cleaning etc. and finishing complete:110mm diameter<br>

Supply , jointing and fixing SWR type A exposed pipes and specials for Rain water with good quality solvent cement and teflon tape and fixing the same to line, plumb and level on the sides of ducts, walls, suspended to slabs as the case may be by using slotted rails , U clamps, 8mm threaded rods and other required materials including drilling holes, making good the walls, cleaning etc. and finishing complete:75mm diameter<br>

12.44 Providing and fixing to the inlet mouth of rain water pipe cast iron grating 15 cm diameter and weighing not less than 440 grams.

Constructing masonry shoe to the bottom of the rain water pipes with brick in cement mortar 1:6 over CC 1:4:8 using 40mm metal concrete, plastering the exposed surfaces using CM 1:5 one coat, forming the circular spout outlet, finishing etc. complete.

Supply and fixing Inline rain water filter suitable for area up to 225sqm having ss304 multi surface screen,110mm inlet, 75mm clear water outlet and 90mm drain outlet etc.

19.4.1.1 Providing and fixing square-mouth S.W. gully trap class SP -1 complete with C.I. grating brick masonry chamber with water tight C.I. cover with frame of 300x300 mm size (inside) the weight of cover to be not less than 4.50 kg and frame to be not less than 2.70 kg as per standard design:100x100 mm size P typeWith common burnt clay F.P.S. (non modular) bricks of class designation 7.5

19.4.2.1 150x100 mm size P typeWith common burnt clay F.P.S. (non modular) bricks of class designation 7.5

Supply and Laying 110 diameter SN 8 sewage pipes conforming to IS15328, lowering into trenches,placing in position, aligning to line and levels and jointing with solvent cement including earth work excavation in all classes of soil, refilling the trenches and transporting excess soil as recommended by the site engineer, complete. (For sewer lines & rain water harvesting).<br>

Supply and Laying 160 diameter SN 4 sewage pipes conforming to IS15328, lowering into trenches,placing in position, aligning to line and levels and jointing with solvent cement including earth work excavation in all classes of soil, refilling the trenches and transporting excess soil as recommended by the site engineer, complete. (For sewer lines & Rain water harvesting).

Supply and Laying 200 diameter SN 4 sewage pipes conforming to IS15328, lowering into trenches,placing in position, aligning to line and levels and jointing with solvent cement including earth work excavation in all classes of soil, refilling the trenches and transporting excess soil as recommended by the site engineer complete.(For rain water harvesting)<br>

19.7.1.1 Constructing brick masonry manhole in cement mortar 1:4 ( 1 cement : 4 coarse sand) with R.C.C. top with 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), foundation concrete 1:4:8 mix ( 1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size,) inside plastering 12 mm thick with cement mortar 1:3 ( 1 cement : 3 coarse sand) finished with floating coat of neat cement and making channels in cement concrete 1:2:4 ( 1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size ) finished with a floating coat of neat cement complete as per standard design:Inside size 90x80 cm and 45 cm deep including C.I. cover with frame (light duty) 455x610 mm internal dimensions, total weight of cover and frame to be not less than 38 kg (weigh of cover 23 kg and weight of frame 15 kg):With common burnt clay F.P.S. (non modular) bricks of class designation 7.5

19.7.2.1 Constructing brick masonry manhole in cement mortar 1:4 ( 1 cement : 4 coarse sand) with R.C.C. top with 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), foundation concrete 1:4:8 mix ( 1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size,) inside plastering 12 mm thick with cement mortar 1:3 ( 1 cement : 3 coarse sand) finished with floating coat of neat cement and making channels in cement concrete 1:2:4 ( 1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size ) finished with a floating coat of neat cement complete as per standard design:Inside size 120x90 cm and 90 cm deep including C.I. cover with frame ( medium duty ) 500 mm internal diameter, total weight of cover and frame to be not less than 116 kg ( weight of cover 58 kg and weight of frame 58 kg):With common burnt clay F.P.S ( non modular) bricks of class designation 7.5

19.8.1.1 Extra for depth for manholesSize 90x80 cmWith common burnt clay F.P.S. ( non modular ) bricks of class designation 7.5

19.8.2.1 Extra for depth for manholesSize 120x90 cmWith common burnt clay F.P.S. ( non modular ) bricks of class designation 7.5

19.16 Providing orange colour safety foot rest of minimum 6 mm thick plastic encapsulated as per IS: 10910 on 12 mm dia steeel bar conforming to IS:1786, having minimum cross section as 23 mm x 25 mm and over all minimum length 263 mm and width as 165 mm with minimum 112 mm space between protruded legs having 2 mm tread on top surface by ribbing or chequering besides necessary and adequate anchoring projections on tail length on 138 mm as per standard drawing and suitable to with stand the bend test and chemical resistance test as per specifications and having manufactures permanent identification mark to be visible even after fixing including fixing in manholes with 30x20x15 cm cement concrete block 1:3:6 (1cement: 3 coarse sand: 6 graded stone aggregate 20 mm nominal size)Complete as per design

Supply, Erection, Testing and Commissioning of Open well submersible pump (Transfer pump) set capable of lifting 135 lpm of water against a total head of 23m - 2 nos (1 working and other standby) with accessories such as 65mm non return valve - 2nos, 65mm full way wheel valve - 2nos, pump panel having MCB, digital diaplay of voltage and current, Indicating lamps, manual switches, digital function capable of dry run prevention and automatic interchange system all enclosed within a single panel <br>(Approximately 2HP, Filling time 1.5 hour, For Flushing water)

Supply, Erection, Testing and Commissioning of Open well submersible pump (Transfer pump) set capable of lifting 135 lpm of water against a total head of 23m - 1 nos (1 working only) with accessoriessuch as 65mm non return valve - 1nos, pump panel having MCB, digital diaplay of voltage and current,Indicating lamps, manual switches, digital function capable of dry run prevention all enclosed within asingle panel <br>(Approximately 2HP, Filling time 1.5 hour, For Rain water)

Supply, testing and commissioning of Pressure Booster pump capable of delivering min 40Lpm discharge at a head of 2Bar, the system shall be capable of automatic start and stop operation and complete with Hydro tank of 24L capacity, pressure sensors, pressure gauge, pump panel, necessary cabling and bypass arrangements, with skid etc. complete.

Providing and fixing Chlorinated Polyvinyl Chloride (CPVC SCH 40) pipes, having thermal stability for hot& cold water supply including all CPVC plain & brass threaded fittings including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge. Internal work/external work -Exposed on wall 65mm nominal diameter pipe <br>(For Pumping main- Domestic, Flushing & Rain water)

18.9.7 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings. This includes jointing of pipes & fittings with one step CPVC solvent cement, trenching , refilling & testing of joints complete as per direction of Engineer- in-Charge. External work62.50 mm nominal inner dia pipes

18.18.2 Providing and fixing ball valve (brass) of approved quality, High or low pressure, with plastic floats complete:20 mm nominal bore

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

Supply and fixing of CPVC puddle pipe with flange minimum 60cm long or as suggested by plumbing contractor which ever is greater in water tank as directed by the engineer in charge<br>100mm inner diameter

Supply and fixing of CPVC puddle pipe with flange minimum 60cm long or as suggested by plumbing contractor which ever is greater in water tank as directed by the engineer in charge<br>75mm inner diameter<br>

Supply and fixing of CPVC puddle pipe with flange minimum 60cm long or as suggested by plumbing contractor which ever is greater in water tank as directed by the engineer in charge<br>62.50mm inner diameter

Supply and fixing of CPVC puddle pipe with flange minimum 60cm long or as suggested by plumbing contractor which ever is greater in water tank as directed by the engineer in charge<br>50mm outer diameter<br>

Supply and fixing of CPVC puddle pipe with flange minimum 60cm long or as suggested by plumbing contractor which ever is greater in water tank as directed by the engineer in charge<br>25mm outer diameter<br>

Supplying and fixing of heavy duty slotted rail, full threaded rod, U bolts, universal clamps, nuts and washers for clamping pipes, floor traps etc.in ducts and below ceiling

Supplying and fixing 8mm anchor fastner for fixing threaded rod in position.<br>

Supplying and fixing 10mm anchor fastner for fixing threaded rod in position.<br>

Providing and fixing C.P. Forged brass ball bib cock with hose union of approved quality : 15 mm nominal bore:

South Indian Constructions Private Limited

M/s Crescent Construction Company

Bidder Name

FINS Engineers and Contractors (P) Ltd

M/s Crescent Construction Company

South Indian Constructions Private Limited