Construction of Polytechnic and Vocational Training Institute at Parbatjhora, District Kokrajhar, Assam.

ADMINSTRATIVE BUILDING EARTH WORKS 2.6.1. Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge. All kinds of soil

2.25. Filling available excavated ea

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

2.26. Extra for every additional lift of 1.5 m or part thereof in excavation / banking excavated or stacked materials.All kinds of soil BELOW GROUND 1.5 TO 3.0 M

1.1.2. Carriage of material by mechanical transport including loading, unloading to 5km.

2.35.3. Treatment of soil under existing floors using chemical emulsion @ one litre per hole, 300 mm apart including drilling 12 mm diameter holes and plugging with cement mortar 1 :2 (1 cement : 2 Coarse sand) to match the existing floor: 2.35.3.1. With Chlorpyriphos/Lindane E.C. 20% with 1% concentration

CONCRETE WORKS 4.1. Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 4.1.2. 1:1.5:3 (1 Cement : 1.5 coarse sand (zone-III) : 3 graded stone aggregate 20 mm nominal size)

4.1.8. 1:4:8 (1 Cement : 4 coarse sand (zone-III) : 8 graded stone aggregate 40 mm nominal size)

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

REINFORCED CEMENT CONCRETE WORK 5.9. Centering and shuttering including strutting, propping etc. and removal of form for : 5.9.1. Foundations, footings, bases of columns, etc. for mass concrete.

5.9.3. Suspended floors, roofs, landings, balconies and access platform.

5.9.4. Shelves (Cast in situ)

5.9.5. Lintels, beams, plinth beams, girders, bressumers and cantilevers

5.9.6. Columns, Pillars, Piers, Abutments, Posts and Struts.

5.9.7. Stairs, (excluding landings) except spiral-staircases.

5.9.16. Edges of slabs and breaks in floors and walls 5.9.16.1. Under 20 cm wide

5.9.19. Weather shade, Chajjas, corbels etc., including edges

5.11. Extra for 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 3.5 m, for every additional height of 1 metre or part thereof (Plan area to be measured). 5.11.1. Suspended floors, roofs, landing, beams and balconies (Plan area to be measured)

5.22.6. Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.Thermo Mechanically Treated bars of grade Fe-500D or more. 5.22A.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.

5.33. Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete. Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement. 5.33.1.1. All works upto plinth level. Concrete of M25 grade with minimum cement content of 330 kg /cum

5.33.1.2. Concrete of M30 grade with minimum cement content of 350 kg /cum

5.33.2.1. All works above plinth level upto floor V level. Concrete of M25 grade with minimum cement content of 330 kg /cum

5.33.2.2. Concrete of M30 grade with minimum cement content of 350 kg /cum

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

DSR-5.18.2. Providing precast cement concrete Jali 1:2:4 (1 cement : 2 coarse sand(zone-III) : 4 graded stone aggregate 6mm nominal size ), reinforced with 1.6 mm dia mild steel wire, including centering and shuttering, roughening cleaning, fixing and finishing in cement mortar 1:3 (1 cement: 3 fine sand) etc. complete, excluding plastering of the jambs, sills and soffits. 40 mm Thick

BRICK WORK 6.1.2. Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: Cement mortar 1:6 (1 cement : 6 coarse sand)

6.4.2. 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 1:6 (1 cement : 6 coarse sand)

6.13.1. Half brick masonry with common burnt clay (non modular) bricks of class- 7.5 in superstructure above plinth level up to floor V level. Cement mortar 1:3 (1 cement : 3 coarse sand)

6.15. Extra for providing and placing in position 2 Nos 6mm dia. M.S. bars at every third course of half brick masonry.

AR(DSR). C/O Apron drain of width 150mm and depth as per required of site but minimum 150 mm with neat finish & required slope as per apporoved by E/I.

MARBLE & GRANITE WORK 8.2. Providing and fixing 18mm thick gang saw cut ,mirror polished, premoulded and prepolished, machine cut for kitchen platforms, vanity counters, window sills , facias and similar locations of required size , approved shade, colour and texture laid over 20mm thick base cement mortar 1:4 (1 cement : 4 coarse sand) with joints treated with white cement, mixed with matching pigment, epoxy touch ups, including rubbing, curing, moulding and polishing to edge to give high gloss finish etc. complete at all levels. 8.2.2. Granite of any colour and shade 8.2.2.2. Area of slab over 0.50 Sqm.

8.4. Extra for fixing marble / granite stone over and above corresponding basic item, in facia and drops of width upto 150mm with epoxy resin baesd adhesive including cleaning etc. complete.

8.5. Extra for providing opening of required size & shape for wash basins/ kitchen sink in kitchen platform, vanity counters and similar location in marble/Granite/Stone work including necessary holes for pillar taps etc. including rubbing and polishing of cut edge etc. complete.

WOOD & PVC WORK 9.21. Providing and fixing ISI marked flush door shutters conforming to IS : 2202 (Part I) non-decorative type, core of block board construction with frame of 1st class hard wood and well matched commercial 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters: 9.21.1. 35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws

DSR-9.97. Providing and fixing aluminium tower bolts, ISI 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 : DSR-9.97.2. 250x10 mm

DSR-9.84. Providing and fixing aluminium extruded section body tubular type universal hydraulic door closer (having brand logo with ISi, IS : 3564, embossed on the body, door weight upto 36 kg to 80 kg and door width from 701 mm to 1000 mm), with double speed adjustment with necessary accessories and screws etc. complete.

DSR-9.100. Providing and fixing aluminium handles, ISI 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 : DSR. 125 mm

DSR-9.101. Providing and fixing aluminium hanging floor door stopper, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour and shade, with necessary screw

s etc. complete. DSR-9.101.1. Single rubber stopper

DSR-9.103. Providing and fixing bright finished brass 100 mm mortice latch and lock, ISI marked, with six levers and a pair of anodised (anodic coating not less than grade AC 10 as per IS : 1868) aluminium lever handles of approved quality with necessary screws etc. complete.

DSR-9.147. Providing and fixing factory made UPVC white colour sliding glazed window upto 1.50 m in height dimension comprising of UPVC multi-chambered frame with in built roller track and sash extruded profiles duly reinforced with 1.60 ± 0.2 mm thick galvanized mild steel section made from roll forming process of required length (shape & size according to uPVC profile), appropriate dimension of uPVC extruded glazing beads and UPVC extruded interlocks, EPDM gasket, wool pile, zinc alloy (white powder coated) touch locks with hook, zinc alloy body with single nylon rollers (weight bearing capacity to be 40 kg), G.I fasteners 100 x 8 mm size for fixing frame to finished wall and necessary stainless steel screws etc. Profile of frame & sash shall be mitred cut and fusion welded at all corners, including drilling of holes for fixing hardware's and drainage of water etc. After fixing frame the gap between frame and adjacent finished wall shall be filled with weather proof silicon sealent over backer rod of required size and of approved quality, all complete as per approved drawing & direction of Engineer-in-Charge. (Single / double glass panes, wire mesh and silicon sealent shall be paid separately) DSR-9.147D.4. Three track three panels sliding window with fly proof S.S wire mesh (Two nos. glazed & one no. wire mesh panels) made of (big series) frame 116 x 45 mm & sash 46 x 62 mm both having wall thickness of 2.3 ± 0.2 mm and single glazing bead / double glazing bead of appropriate dimension. (Area of window above 1.75 sqm).

STEEL WORK 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-incharge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.).

DSR-10.25. 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. DSR-10.25.1. In stringers, treads, landings etc. of stair cases, including use of chequered plate wherever required, all complete

DSR- 10.13. Providing and fixing T-iron frames for doors, windows and ventilators of mild steel Tee-sections, joints mitred and welded, including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer. DSR-10.13.1. Fixing with 15x3 mm lugs 10 cm long embedded in cement concrete block 15x10x10 cm of C.C. 1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size).

DSR- 10.11. Providing and fixing factory made ISI marked steel glazed doors, windows and ventilators, side /top /centre hung, with beading and all members such as F7D,F4B, K11 B and K12 B etc. complete of standard rolled steel sections, joints mitred and flash butt welded and sash bars tenoned and riveted, including providing and fixing of hinges, pivots, including priming coat of approved steel primer, but excluding the cost of other fittings, complete all as per approved design, (sectional weight of only steel members shall be measured for payment). DSR -10.11.1. Fixing with 15x3 mm lugs 10 cm long embedded in cement concrete block 15x10x10 cm of C.C. 1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size)

DSR-9.10. Providing and fixing factory made laminated veneer lumber glazed shutter conforming to IS: 14616 and TADS 15:2001 (Part B), using 4 mm thick float glass panes for doors, windows and clerestory windows fixing with butt hinges of required size with necessary screws, all as per directions of Engineer-in-charge. (Note:- Butt hinges and necessary screws shall be paid separately) DSR-9.10.1 . 30 mm thick shutters

CLADDING WORK 8.9. Stone tile (polished) work for wall lining over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand) and cement slurry @ 3.3 kg/sqm including pointing in white cement complete 8.9.1. 8 mm thick 8.9.1.2. Granite of any colour and shade

DSR-11.31 . Extra for pre finished nosing to treads of steps of kota stone.

DSR-11.32. Extra for kota stone flooring in treads of steps and risers using single length up to 2.00 metre.

11.26. Kota stone in flooring 20 mm thick and joint filled 1:2 cement and coarse sand with approved colouring materials to be given and even shade with 12 mm base coat (bedding) of 1:4 cement and coarse sand mortar and polished by hand or machine and finally finished with french manson polish or other approved polish including supply of all materials, labour T & P etc. requird for proper completion of the work excluding base concrete. 11.26.1. 25 mm thick

11.27. Kota stone slabs 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 and polishing complete.

11.39. Providing and laying antiskid rectified Glazed Ceramic floor tiles of size 300x300 mm or more (thickness to be specified by the manufacturer), of 1st quality conforming to IS : 15622, of approved make, in all colours, shades, except White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick Cement Mortar 1:4 (1 Cement : 4 Coarse sand), jointing with grey cement slurry @ 3.3 kg/ sqm including pointing the joints with white cement and matching pigments etc., complete.

11.41. 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 (1 cement : 4 coarse sand), jointing with grey cement slurry @ 3.3 kg/ sqm including grouting the joints with white cement and matching pigments etc., complete. 11.41.2. Size of Tile 600x600 mm

11.46. Providing and laying Vitrified tiles in different 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), jointing with grey cement slurry @ 3.3 kg/ sqm including grouting the joint with white cement & matching pigments etc. complete. 11.46.2. Size of Tile 600x600 mm

11.56.1. Providing and laying Polished Granite stone flooring in required design and patterns, in linear as well as curvilinear portions of the building all complete as 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 and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing, curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge. Polished Granite stone slab jet Black, Cherry Red, Elite Brown, Cat Eye or equivalent.

16.90. Providing and laying tactile tile (for vision impaired persons as per standards) of size 300x300x9.8mm having with water absorption less than 0.5% and conforming to IS:15622 of approved make in all colours and shades in for outdoor floors such as footpath, court yard, multi modals location etc., laid on 20mm thick base of cement mortar 1:4 (1 cement : 4 coarse sand) in all shapes & patterns including grouting the joints with white cem

ent mixed with matching pigments etc. complete as per direction of Engineer-in-Charge.

ROOFING 12.21.1. Providing and laying gola 75x75mm in cement concrete M15 grade including finishing with cement mortar 1:3 (1 cement : 3 fine sand) as per standard design in 75x75 mm deep chase.

12.22. 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.

12.31. Providing 10 mm thick plaster of Paris (gypsum anhydrous) ceiling up to a height of 5 m above floor level, over first class kail wood strips 25x6 mm with 10 mm gap in between and reinforced with rabbit wire mesh fixed to wooden frame (frame work to be paid separately): 12.31.1. Flat surfaces

12.31.2. Curved surfaces

12.45. 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 37mm, at 1200 mm centre to centre, one flange fixed to the ceiling with dash fastener 12.5 mm dia x 50mm long with 6mm 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 25mm 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 3.5 x 25 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 12.45.1. painting with : 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 12.5 mm thick tapered edge gypsum plain board conforming to IS: 2095- (Part I) : 2011 (Board with BIS certification marks)

FINISHING WORK 13.4.2. 12 mm cement plaster of mix: 1:6 (1 cement: 6 coarse sand) ON INNER SURFACE

13.5.2. 15 mm cement plaster in single coat on rough side of single or half brick wall for interior plastering upto floor two level including internal rounded angles not exceeding 80mm in girth and finished even and smooth (i) 1 cement: (iii) 1 cement: 6 coarse sand A. 0 M TO 10 M

DSR=13.22 . Extra for plastering exterior walls of height more than 10 m from ground level for every additional height of 3 m or part thereof. B. 10 M TO 13 M

C. 13 M TO 16 M

13.16. 6 mm cement plaster of mix : 13.16.1. 1:3 (1 cement : 3 fine sand)

DSR-13.41. Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade : 13.41.1. New work (two or more coats) over and including water thinnable priming coat with cement primer

13.45. Finishing walls with textured exterior paint of required shade : 13.45.1. Finishing walls with textured exterior paint of required shade : New work (Two or more coats applied @ 3.28 ltr/10 sqm) over and including priming coat of exterior primer applied @ 2.20kg/10 sqm

13.61. Painting with synthetic enamel paint of approved brand and manufacture to give an even shade : 13.61.1. Two or more coats on new work

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

DSR-21.1. Providing and fixing aluminium 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 rawl plugs and screws or with fixing clips, or with expansion hold fasteners including necessary filling up of gaps at junctions, at top, bottom and sides with required PVC/neoprene felt etc. Aluminium sections shall be smooth, rust free, straight, mitred and jointed echanically wherever required including cleat angle, Aluminium snap beading for glazing / paneling, C.P. brass / stainless steel screws, all complete as per architectural drawings and the directions of Engineer-in charge. Glazing and paneling to be paid for separately) : DSR-21.1.1. For fixed portion. DSR-21.1.1.1. Anodised aluminium (anodised transparent or dyed to required shade according to IS: 1868, Minimum anodic coating of grade AC 15)

DSR-21.1.2. For shutters of doors, windows & ventilators including providing and fixing hinges/ 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) DSR-21.1.2.1. Anodised aluminium (anodised transparent or dyed to required shade according to IS: 1868, Minimum anodic coating of grade AC 15)

DSR-21.2. Providing and fixing 12 mm thick prelaminated particle board flat pressed three layer or graded wood particle board conforming to IS: 12823 Grade l Type ll, in panelling fixed in aluminum doors, windows shutters and partition frames with C.P. brass / stainless steel screws etc. complete as per architectural drawings and directions of engineerin- charge. DSR-21.2.2 . Pre-laminated particle board with decorative lamination on both sides

DSR-21.3. Providing and fixing glazing in aluminium door, window, ventilator shutters and partitions etc. with EPDM rubber / neoprene gasket etc. complete as per the architectural drawings and the directions of engineer-in-charge . (Cost of aluminium snap beading shall be paid in basic item): DSR-21.3.2. With float glass panes of 5 mm thickness (weight not less than 12.50 kg/ sqm)

DSR-21.4. Providing and fixing double action hydraulic floor spring of approved brand and manufacture conforming to IS : 6315, having brand logo embossed on the body / plate with double spring mechanism and door weight upto 125 kg, for doors, including cost of cutting floors, embedding in floors as required and making good the same matching to the existing floor finishing and cover plates with brass pivot and single piece M.S. sheet outer box with slide plate etc. complete as per the direction of Engineer-in-charge. DSR-21.4.1 . With stainless steel cover plate minimum 1.25 mm thickness

DSR-21.8. Filling the gap in between aluminium frame and adjacent RCC/Brickwork/ Stone Work by providing weather silicon sealant over backer rod of approved quality as per architectural drawings and direction of Engineer-in-charge DSR-21.8.1. Upto 5mm depth and 5mm width

DSR-21.17. Providing and fixing anodised aluminium grill (anodised transparent or dyed to required shade according to IS: 1868 with minimum anodic coating of grade AC 15) of approved design/pattern, with approved standard section and fixed to the existing window frame with C.P. brass/ stainless steel screws @ 200 mm centre to centre, including cutting the grill to proper opening size for fixing and operation of handles and fixing approved anodised aluminium standard section around the o

pening, all complete as per requirement and direction of Engineer-in-charge. (Only weight of grill to be measured for payment).

2.25. Filling available excavated ea

DSR-21.18. Providing and fixing 12 mm thick frameless toughened glass door shutter of approved brand and manufacture, including providing and fixing top & bottom pivot & double action hydraulic floor spring type fixing arrangement and making necessary holes etc. for fixing required door fittings, including all patch fittings all complete as per drawings, direction of Engineer-in-charge (Door handle, lock and stopper etc. to be paid separately).

WATER PROOFING DSR-22.3. Providing and laying water proofing treatment to vertical and horizontal surfaces of depressed portions of W.C., kitchen and the like consisting of : (i) Ist course of applying cement slurry @ 4.4 Kg/Sqm mixed with water proofing compound conforming to IS 2645 in recommended proportions including rounding off junction of vertical and horizontal surface. (ii) IInd course of 20mm cement plaster 1:3 (1 cement : 3 coarse sand) mixed with water proofing compound in recommended proportion including rounding off junction of vertical and horizontal surface. (iii) IIIrd course of applying blown or residual bitumen applied hot at 1.7 Kg. per Sqm of area. (iv) IVth course of 400 micron thick PVC sheet. (Overlaps at joints of PVC sheet should be 100 mm wide and pasted to each other with bitumen @ 1.7 Kg/Sqm.)

1.1.2. Carriage of material by mechanical transport including loading, unloading to 5km.

NDSR. Supplying and Stacking Filling sunken floor with over burnt jhama brick aggregate 90mm to 45mm including compacting of materials complete as specified and directed for all levels.

4.1.8. 1:4:8 (1 Cement : 4 coarse sand (zone-III) : 8 graded stone aggregate 40 mm nominal size)

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

REINFORCED CEMENT CONCRETE WORK 5.9. Centering and shuttering including strutting, propping etc. and removal of form for : 5.9.1. Foundations, footings, bases of columns, etc. for mass concrete.

WORKSHOP EARTH WORKS 2.6.1. Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge. All kinds of soil

5.9.5. Lintels, beams, plinth beams, girders, bressumers and cantilevers

Extra for every additional lift of 1.5 m or part thereof in excavation / banking excavated or stacked materials. All kinds of soil BELOW GROUND 1.5 TO 3.0 M

1.1.2. Carriage of material by mechanical transport including loading, unloading to 5km.

5.9.19. Weather shade, Chajjas, corbels etc., including edges

CONCRETE WORKS 1:4:8 (1 Cement : 4 coarse sand (zone-III) : 8 graded stone aggregate 40 mm nominal size)

5.9.5. Lintels, beams, plinth beams, girders, bressumers and cantilevers

5.9.16.1. Under 20 cm wide

5.33. Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete. Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement. 5.33.1.1. All works upto plinth level. Concrete of M25 grade with minimum cement content of 330 kg /cum

5.09.19. Weather shade, Chajjas, corbels etc., including edges

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

5.33.2.2. Concrete of M30 grade with minimum cement content of 350 kg /cum

5.22A.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.

5.33. 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/less cement used as per design mix is payable/recoverable separately). 5.33.1.1. All works upto plinth level. Concrete of M25 grade with minimum cement content of 330 kg /cum

5.33.2. All works above plinth level upto floor V level. Concrete of M25 grade with minimum cement content of 330 kg /cum

5.33.2.2. Concrete of M30 grade with minimum cement content of 350 kg /cum

5.18.2. Providing precast cement concrete Jali 1:2:4 (1 cement : 2 coarse sand(zone-III) : 4 graded stone aggregate 6mm nominal size ), reinforced with 1.6 mm dia mild steel wire, including centering and shuttering, roughening cleaning, fixing and finishing in cement mortar 1:3 (1 cement: 3 fine sand) etc. complete, excluding plastering of the jambs, sills and soffits. 40 mm Thick

BRICK WORK 6.1.2. Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 150 in foundation and plinth in: Cement mortar 1:6 (1 cement : 6 coarse sand)

6.4.2. Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 150 in superstructure above plinth level up to floor V level in all shapes and sizes in :Cement mortar 1:6 (1 cement : 6 coarse sand)

AR. C/O Apron drain of width 150mm and depth as per required of site but minimum 150 mm with neat finish & required slope as per apporoved by E/I.

WOOD & PVC WORK 9.20.1. Providing and fixing ISI marked flush door shutters conforming to IS : 2202 (Part I) decorative type, core of block board construction with frame of 1st class hard wood and well matched teak 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters. 35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws

9.97. Providing and fixing aluminium tower bolts, ISI 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 : 9.97.2. 250x10 mm

9.84. Providing and fixing aluminium extruded section body tubular type universal hydraulic door closer (having brand logo with ISi, IS : 3564, embossed on the body, door weight upto 36 kg to 80 kg and door width from 701 mm to 1000 mm), with double speed adjustment with necessary accessories and screws etc. complete.

9.100. Providing and fixing aluminium handles, ISI 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 : 9.100.1. 125 mm

9.101. Providing and fixing aluminium hanging floor door stopper, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour and shade, with necessary screws etc. complete. 9.101.1. Single rubber stopper

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

STEEL WORK 10.11. Providing and fixing factory made ISI marked steel glazed doors, windows and ventilators, side /top /centre hung, with beading and all members such as F7D,F4B, K11 B and K12 B etc. complete of standard rolled steel sections, joints mitred and flash butt welded and sash bars tenoned and riveted, including providing and fixing of hinges, pivots, including priming coat of approved steel primer, but excluding the cost of other fittings, complete all as per approved design, (sectional weight of only steel members shall be measured for payment). 10.11.1. Fixing with 15x3 mm lugs 10 cm long embedded in cement concrete block 15x10x10 cm of C.C. 1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size)

10.13.1. Providing and fixing T-iron frames for doors, windows and ventilators of mild steel Tee-sections, joints mitred and welded, including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer. 10.13.1. Fixing with 15x3 mm lugs 10 cm long embedded in cement concrete block 15x10x10 cm of C.C. 1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size).

10.25. 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. 10.25.1. In stringers, treads, landings etc. of stair cases, including use of chequered plate wherever required, all complete

10.29. Providing & fixing fly proof wire gauze to windows, clerestory windows & doors with M.S. Flat 15x3

16.90. Providing and laying tactile tile (for vision impaired persons as per standards) of size 300x300x9.8mm having with water absorption less than 0.5% and conforming to IS:15622 of approved make in all colours and shades in for outdoor floors such as footpath, court yard, multi modals location etc., laid on 20mm thick base of cement mortar 1:4 (1 cement : 4 coarse sand) in all shapes & patterns including grouting the joints with white cem

12.31. Providing 10 mm thick plaster of Paris (gypsum anhydrous) ceiling up to a height of 5 m above floor level, over first class kail wood strips 25x6 mm with 10 mm gap in between and reinforced with rabbit wire mesh fixed to wooden frame (frame work to be paid separately): 12.31.1. Flat surfaces

mm and nuts & bolts complete. 10.29.2. Stainless steel (grade 304) wire gauze of 0.5 mm dia wire and 1.4 mm aperture on both sides

13.5.2. 15 mm cement plaster in single coat on rough side of single or half brick wall for interior plastering upto floor two level including internal rounded angles not exceeding 80mm in girth and finished even and smooth (i) 1 cement: (iii) 1 cement: 6 coarse sand A. 0 M TO 10 M

9.10. Providing and fixing factory made laminated veneer lumber glazed shutter conforming to IS: 14616 and TADS 15:2001 (Part B), using 4 mm thick float glass panes for doors, windows and clerestory windows fixing with butt hinges of required size with necessary screws, all as per directions of Engineer-in-charge. (Note:- Butt hinges and necessary screws shall be paid separately) 9.10.1. 30 mm thick shutters

FLOORING & CLADDING WORK 11.6. Cement plaster skirting up to 30 cm height, with cement mortar 1:3 (1 cement : 3 coarse sand), finished with a floating coat of neat cement. 11.6.1. 18 mm thick

11.40. 52 mm thick cement concrete flooring with concrete hardener topping, under layer 40 mm thick cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) and top layer 12mm thick cement hardener consisting of mix 1:2 (1 cement hardener mix : 2 graded stone aggregate 6 mm nominal size) by volume, hardening compound mixed @ 2 litre per 50 kg of cement or as per manufacturer’s specifications. This includes cost of cement slurry, but excluding the cost of nosing of steps etc. complete.

C. 13 M TO 16 M

ROOFING 12.21. Providing and laying gola 75x75mm in cement concrete M15 grade including finishing with cement mortar 1:3 (1 cement : 3 fine sand) as per standard design in 75x75 mm deep chase.

13.5.2. 15 mm cement plaster on rough side of single or half brick wall of mix: 1:6 (1 cement: 6 coarse sand) External plaster

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

13.26. Providing and applying plaster of paris putty of 2 mm thickness over plastered surface to prepare the surface even and smooth complete.

13.41. Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade : 13.41.1. New work (two or more coats) over and including water thinnable priming coat with cement primer

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

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

13.83.2. Two coats

WATER PROOFING Providing and laying integral cement based water proofing treatment including preparation of surface as required for treatment of roofs, balconies, terraces etc consisting of following operations: (a) Applying a slurry coat of neat cement using 2.75 kg/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 300 mm height including cleaning the surface before treatment.(b) Laying brick bats with mortar using broken bricks/brick bats 25mm to 115 mm size with 50% of cement mortar 1:5 (1 cement: 5 coarse sand) admixed with water proofing compoundconforming to IS : 2645 and approved by Engineer-in-chargeover 20 mm 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 Engineer-in-charge to required slope and treating similarly the adjoining walls upto 300 mm height including rounding of junctions of walls and slabs.(c) After two days of proper curing applying a second coat of cement slurry using 2.75 kg/ sqm of cement admixed with water proofing compound conforming to IS : 2645 and approved by Engineerin-charge. (d) Finishing the surface with 20 mm thick jointless cement mortar of mix 1:4 (1 cement :4 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineerin-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 300x300 mmsquare 3 mm 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 above operations to be done in order and as directed and specified by the Engineer-in-Charge :

PRINCIPAL QUARTER EARTH WORK 2.6.1. Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge. All kinds of soil

REINFORCED CEMENT CONCRETE WORK 5.9. Centering and shuttering including strutting, propping etc. and removal of form for : 5.9.1. Foundations, footings, bases of columns, etc. for mass concrete.

5.9.3. Suspended floors, roofs, landings, balconies and access platform.

2.35.3. Treatment of soil under existing floors using chemical emulsion @ one litre per hole, 300 mm apart including drilling 12 mm diameter holes and plugging with cement mortar 1:2 (1) cement: 2 Coarse sand) to match the existing floor: 2.35.3.1. With Chlorpyriphos/Lindane E.C. 20% with 1% concentration

CONCRETE 4.1. Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level: 4.1.8. 1:4:8 (1 Cement: 4 coarse sand (zone-III): 8 graded stone aggregate 40 mm nominal size)

5.9.5. Lintels, beams, plinth beams, girders, bressumers and cantilevers

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

4.13. Providing & applying a coat of residual petroleum bitumen of grade of VG-10 of approved quality using 1.7kg per square metre on damp proof course after cleaning the surface with brushes and finally with apiece of cloth lightly soaked in kerosene oil.

REINFORCED CEMENT CONCRETE 5.9 Centering and shuttering including strutting, propping etc. and removal of form for : 5.9.1 Foundations, f

5.33.2.1. All works above plinth level upto floor V level. Concrete of M25 grade with minimum cement content of 330 kg /cum

ootings, bases of columns, etc. for mass concrete.

5.9.5. Lintels, beams, plinth beams, girders, bressumers and

5.9.6. Columns, Pillars, Piers, Abutments, Posts and Struts.

5.33. Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland admixtures in recommended cement, /Portland Slag proportions as per IS: 9103 to accelerate retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete. Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement. 5.33.1.1. All works upto plinth level. Concrete of M25 grade with minimum cement content of 330 kg /cum

5.33.1.2. Concrete of M30 grade with minimum cement content of 350

5.33.2.1. All works above plinth level upto floor V level. Concrete of M25 grade with minimum cement content of 330 kg /cum

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

5.18.2. Providing precast cement concrete Jali 1:2:4 (1 cement: 2 coarse sand(zone-III): 4 graded stone aggregate 6mm nominal size), reinforced with 1.6 mm dia mild steel wire, including centering and shuttering, roughening cleaning, fixing and finishing in cement mortar 1:3 (1 cement: 3 fine sand) etc. complete, excluding plastering of the jambs, sills and soffits. 40 mm Thick

BRICK WORK 6.1.2. Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: Cement mortar 1:6 (1 cement : 6 coarse sand)

6.4.2. 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 1:6 (1 cement : 6 coarse sand) G. FLOOR

TERRACE

6.13.1. Half brick masonry with common burnt clay (non modular) bricks of class- 7.5 in superstructure above plinth level up to floor V level. Cement mortar 1:3 (1 cement: 3 coarse sand) G FLOOR

6.44. Brick edging 7cm wide 11.4cm. deep to plinth protection with bricks of class designation 75 including grouting with cement

DOOR WINDOW WORK 9.96.1. Providing and fixing aluminium sliding door bolts, ISI marked anodised (anodic coating not less than grade AC 10 as per IS: 1868), transparent or dyed to required colour or shade, with nuts and screws etc. complete : 300x16 mm

9.97. Providing and fixing aluminium tower bolts, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS: 1868) transparent or dyed to required colour or shade, with 9.97.2. 250X10 mm

9.100. Providing and fixing aluminium handles, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS: 1868) transparent or dyed to required colour or shade, with 9.100.1. 125 mm

9.101. Providing and fixing aluminium hanging floor door stopper, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS: 1868) transparent or dyed to required colour 9.101.1. Single rubber stopper

MR. Providing and fixing door buffer of material stainless steel ISI marked with nuts and screws etc. complete as directed by Engineer in Charge:

9.83. Providing and fixing aluminium dye cast tubular type universal hydraulic door closer (having brand logo with ISI, IS : 3564, embossed on the body, door weight upto 35 kg to 80 kg and door width from 700 mm to 1000 mm), with double speed adjustment with necessary accessories and screws etc. complete.

9.79.2. Providing and fixing special quality bright finished brass cupboard or ward robe locks with four levers of approved quality including necessary screws etc. complete. 9.79.2. 50 mm

9.1. Providing wood work in frames of doors, windows, clerestory windows and other frames, wrought framed and fixed in position with hold fast 9.1.2. Sal wood

9.20. Providing and fixing ISI marked flush door shutters conforming to IS: 2202 (Part I) decorative type, core of block board construction with frame of 1st class hard wood and well matched teak 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters. 9.20.1. 35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws

9.20.3. 25 mm thick (for cupboard) including ISI marked nickel plated bright finished M.S. piano hinges with necessary screws

9.31.1. Providing and fixing wire gauge laminated veneer lumber shutters conforming to IS: 14616, and as per TADS 15 :2001 (Part B) using galvanised wire gauge with average width of aperture 1.4 mm in both directions with wire of dia 0.63 mm as per IS 1568, for doors, windows and clerestory windows, including ISI marked M.S. pressed butt hinges bright finished of required size with necessary screws, as per directions of Engineer-in-charge: 35 mm thick shutters

9.119. Providing and fixing factory made P.V.C. door frame of size 50x47 mm with awall thickness of 5 mm, made out of extruded 5mm rigid PVC foam sheet, mitred at corners and joined with 2 Nos of 150 mm long brackets of 15x15 mm M.S. square tube, the vertical door frame profiles to be reinforced with 19x19 mm M.S. square tube of 19 gauge, EPDM rubber gasket weather seal to be provided through out the frame. The door froma to be fixed to the wall using MS corous of

9.120. Providing and fixing factory made panel PVC door shutter consisting of frame made out of M.S. tubes of 19 gauge thickness and size of 19 mm x 19 mm for styles and 15x15 mm for top & bottom rails. M.S. frame shall have a coat of steel primers of approved make and manufacture. M.S. frame covered with 5 mm thick heat moulded PVC 'C' channel of size 30 mm thickness, 70 mm width out of which 50 mm shall be flat and 20 mm shall be tapered in 45 degree angle on both side forming styles and 5 mm thick, 95 mm wide PVC sheet out of which 75mm shall be flat and 20 mm shall be tapered in 20 mm wide cross PVC sheet be provided as gap insert for top rail & bottom rail, paneling of 5 mm thick both side PVC sheet to be fitted in the M.S. frame welded sealed to the styles & rails with 7 mm (5 mm+2 mm) thick x 15 mm wide PVC sheet beading on inner side, and joined together with solvent cement adhesive. An additional 5 mm thick PVC strip of 20 mm width is to be stuck on the interior side of the 'C' Channel using PVC 9.120.1. 30 mm thick plain PVC door shutters

M.S. WORK DSR-10.25. 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. DSR-10.25.1. In stringers, treads, landings etc. of stair cases, including use of chequered plate wherever required, all complete

10.30.1. Providing & fixing glass panes with putty and glazing clips in steel doors, windows, clerestory windows, all complete with

10.6. Supplying and fixing rolling shutters of approved make, made of required size M.S. laths, interlocked together through their entire length and jointed together at the end by end locks, mounted on specially designed pipe shaft with brackets, side guides and arrangements for inside and outside locking with push and pull operation complete, including the cost of providing and fixing necessary 27.5 10.6.2. 80x1.20 mm M.S. laths with 1.20 mm thick top cover

523. Providing and fixing ball bearing for rolling shutters.

WATER PROOFING 22.7. Providing and laying integral cement based water proofing treatment including preparation of surface as required for treatment of roofs, balco

nies, terracesetc consisting of following operations: (a) Applying a slurry coat of neat cement using 2.75 kg/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 300 mm height including cleaning the surface before treatment. (b) Laying brick bats with mortar using broken bricks/brick bats 25 mm to 115 mm 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 Engineerin- charge over 20 mm thick layer of cement mortar of (d) Finishing the surface with 20 mm thick jointless 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 300x300 mm square 3 mm deep. SUB HEAD: 22- WATER PROOFING 1548 (a) The whole terrace so finished shall be flooded with water 22.7.1. With average thickness of 120 mm and minimum thickness at

22.5. Providing and laying water proofing treatment in sunken portion of WCs, bathroom etc., by applying cement slurry mixed with water proofing cement compound consisting of applying: (a) First layer of slurry of cement @ 0.488 kg/sqm mixed with water proofing cement compound @ 0.253 kg/ sqm. This layer will be allowed to air cure for 4 hours. (b) Second layer of slurry of cement @ 0.242 kg/sqm mixed with water proofing cement compound @ 0.126 kg/sqm. This lover will be allowed to air cura for 4

FINISHING 13.5.2. 15 mm cement plaster in single coat on rough side of single or half brick wall for interior plastering upto floor two level including internal rounded angles not exceeding 80mm in girth 13.5.2. (1 cement: 6 fine sand)

13.4.2. 12 mm cement plaster of mix: 1:6 (1 cement: 6 coarse sand)

13.16. 6 mm cement plaster of mix : 13.16.1. 1:3 (1 cement: 3 fine sand)

13.21. Extra for providing and mixing water proofing material in cement plaster work in proportion recommended by the

DSR- Distempering with oil bound washable distemper of approved 13.41.1. New work (two or more coats) over and including water

13.60.1. Wall painting with acrylic emulsion paint of approved brand and manufacture to give an even shade: Two or more coats on new work

13.47.1. Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives of required shade: New work (Two or more coats applied @ 1.43 ltr/10 sqm over

13.80.PProviding and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, lover the plastered wall surface to prepare the surface even and Painting with synthetic enamel paint of approved brand and

13.61. painting with acrylic emulsion paint of approved brand and 13.61.1. Two or more coats on new work

TILES AND STONE FLOORING WORK 11.13.1. Providing and fixing glass strips in joints of terrazo cement concrete floors. 40 mm wide and 4 mm thick. (In

11.39. Providing and laying antiskid rectified Glazed Ceramic floor tiles of size 300x300 mm or more (thickness to be specified by the manufacturer), of 1st quality conforming to IS: 15622, of approved make, in all colours, shades, except White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick Cement Mortar 1:4 (1 Cement 4 Coarse sand), jointing with grey cement

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 20mm thick cement mortar 1:4 (1 cement: 4 coarse sand), including

11.3. Cement concrete flooring 1:2:4 (1 cement: 2 coarse sand: 4 graded stone aggregate) finished with a floating coat of neat cement, including cement slurry, but excluding the cost of nosing of steps etc. complete 11.3.1. 40 mm thick with 20 mm nominal size stone aggregate

11.6. Cement plaster skirting up to 30 cm height, with cement mortar 1:3 (1 cement: 3 coarse sand), finished with a floating coat of neat cement. 11.6.1. 18 mm thick

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

11.56.1. Providing and laying Polished Granite stone flooring in required design and patterns, in linear as well as curvilinear per the portions of the building all complete as 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 with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing, curing and polishing etc. all complete

8.2. Providing and fixing 18mm thick gang saw cut,mirror polished, premoulded and prepolished, machine cut for kitchen platforms, vanity counters, window sills, facias and similar locations of required size, approved shade, colour and texture laid over 20mm thick base cement mortar 1:4 (1 cement : 4 coarse sand) with joints treated with white cement, mixed with 8.2.2.2. Area of slab over 0.50 sqm.

8.4. Extra for fixing marble granite stone over and above corresponding basic item, in facia and drops of width upto 150mm with enoxy resin baesd adhesive including cleaning

REINFORCED CEMENT CONCRETE WORK 5.9. Centering and shuttering including strutting, propping etc. and removal of form for : 5.9.1. Foundations, footings, bases of columns, etc. for mass concrete.

5.9.3. Suspended floors, roofs, landings, balconies and access platform.

5.9.4. Shelves (Cast in situ)

5.9.5. Lintels, beams, plinth beams, girders, bressumers and cantilevers

8.5. Extra for providing opening of 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

TYPE 4 (1 NOS) EARTH WORK 2.6.1. Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge. All kinds of soil

5.33. Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete. Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement. 5.33.1.1. All works upto plinth level. Concrete of M25 grade with minimum cement content of 330 kg /cum

REINFORCED CEMENT CONCRETE 5.9 Centering and shuttering including strutting, propping etc. and removal of form for : 5.9.1 Foundations, f

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

ootings, bases of columns, etc. for mass concrete.

2.26. Extra for every additional lift of 1.5 m or part thereof in excavation / banking excavated or stacked materials. All kinds of soil BELOW GROUND 1.5 TO 3.0 M

5.9.6. Columns, Pillars, Piers, Abutments, Posts and Struts.

5.33. Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland admixtures in recommended cement, /Portland Slag proportions as per IS: 9103 to accelerate retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete. Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement. 5.33.1.1. All works upto plinth level. Concrete of M25 grade with minimum cement content of 330 kg /cum

5.33.1.2. Concrete of M30 grade with minimum cement content of 350

2.35.3. Treatment of soil under existing floors using chemical emulsion @ one litre per hole, 300 mm apart including drilling 12 mm diameter holes and plugging with cement mortar 1:2 (1 cement: 2 Coarse sand) to match the existing floor: 2.35.3.1. With Chlorpyriphos/Lindane E.C. 20% with 1% concentration

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

4.13. Providing & applying a coat of residual petroleum bitumen of grade of VG-10 of approved quality using 1.7kg per square metre on damp proof course after cleaning the surface with brushes and finally with apiece of cloth lightly soaked in kerosene oil.

REINFORCED CEMENT CONCRETE 5.9. Centering and shuttering including strutting, propping etc, and removal of form for : 5.9.1. Foundations, footings, bases of columns, etc. for mass concrete.

6.4.2. 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 1:6 (1 cement : 6 coarse sand) G. FLOOR

5.22A.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.

5.33. Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete. Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to ei

6.44. Brick edging 7cm wide 11.4cm. deep to plinth protection with bricks of class designation 75 including grouting with cement

ther re-design the mix or bear the cost of extra cement. 5.33.1.1. All works upto plinth level. Concrete of M25 grade with minimum cement content of 330 kg /cum

5.18.2. Providing precast cement concrete Jali 1:2:4 (1 cement: 2 coarse sand(zone-III): 4 graded stone aggregate 6mm nominal size ), reinforced with 1.6 mm dia mild steel wire, including centering and shuttering, roughening cleaning, fixing and finishing in cement mortar 1:3 (1 cement: 3 fine sand) etc. complete, excluding plastering of the jambs, sills and soffits. 40 mm Thick

6.13.1. Half brick masonry with common burnt clay (non modular) bricks of class- 7.5 in superstructure above plinth level up to floor V level. Cement mortar 1:3 (1 cement: 3 coarse sand) G. FLOOR

6.44. Brick edging 7cm wide 11.4cm. deep to plinth protection with bricks of class designation 75 including grouting with cement mortar 1:4 (1 cement: 4 fine sand)

DOOR WINDOW WORK 9.96.1. Providing and fixing aluminium sliding door bolts, ISI marked anodised (anodic coating not less than grade AC 10 as per IS: 1868), transparent or dyed to required colour or shade, with nuts and screws etc. complete : 300x16 mm

9.101. Providing and fixing aluminium hanging floor door stopper, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS: 1868) transparent or dyed to required colour 9.101.1. Single rubber stopper

9.97. Providing and fixing aluminium tower bolts, ISI 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: 9.97.2. 250X10 mm

9.100. Providing and fixing aluminium handles, ISI 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 : 9.100.1. 125 mm

9.101. Providing and fixing aluminium hanging floor door stopper, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS: 1868) transparent or dyed to required colour and shade, with necessary screws etc. complete. 9.101.1. Single rubber stopper

MR. Providing and fixing door buffer of material stainless steel ISI marked with nuts and screws etc. complete as directed by Engineer in Charge:

9.83. Providing and fixing aluminium dye cast tubular type universal hydraulic door closer (having brand logo with ISI, IS :3564, embossed on the body, door weight upto 35 kg to 80 kg and door width from 700 mm to 1000 mm), with double speed adjustment with necessary accessories and screws etc. complete.

9.79.2. Providing and fixing special quality bright finished brass cupboard or ward robe locks with four levers of approved quality including necessary screws etc. complete. 9.79.2. 50 mm

9.1. Providing wood work in frames of doors, windows, clerestory windows and other frames, wrought framed and fixed in position with hold fast lugs or with dash fasteners of required dia & length (hold fast lugs or dash fastener shall be paid for separately) 9.1.2. Sal wood

9.31.1. Providing and fixing wire gauge laminated veneer lumber shutters conforming to IS: 14616, and as per TADS 15:2001 (Part B) using galvanised wire gauge with average width of aperture 1.4 mm in both directions with wire of dia 0.63 mm as per IS:1568, for doors, windows and clerestory windows, including ISI marked M.S. pressed butt hinges bright finished of required size with necessary screws, as per directions of Engineer-in-charge: 35 mm thick shutters

9.119. Providing and fixing factory made P.V.C. door frame of size 50x47 mm with awall thickness of 5 mm, made out of extruded 5mm rigid PVC foam sheet, mitred at corners and joined with 2 Nos of 150 mm long brackets of 15x15 mm M.S. square tube, the vertical door frame profiles to be reinforced with 19x19 mm M.S. square tube of 19 gauge, EPDM rubber gasket weather seal to be provided through out the frame. The door frame to be fixed to the wall using M.S. screws of 65/100 mm size, complete as per manufacturer's specification and direction of Engineerin-Charge.

9.120. Providing and fixing factory made panel PVC door shutter consisting of frame made out of M.S. tubes of 19 gauge thickness and size of 19 mm x 19 mm for styles and 15x15 mm for top & bottom rails. M.S. frame shall have a coat of steel primers of approved make and manufacture. M.S. frame covered with 5 mm thick heat moulded PVC 'C' channel of size 30 mm thickness, 70 mm width out of which 50 mm shall be flat and 20 mm shall be tapered in 45 degree angle on both side forming styles and 5 mm thick, 95 mm wide PVC sheet out of which 75mm shall be flat and 20 mm shall be tapered in 45 degree on the inner side to form top and bottom rail and 115 mm wide PVC sheet out of which 75 mm shall be flat and 20 mm shall be tapered on both sides to form lock rail. Top, bottom and lock rails shall be provided both side of the panel. 10 mm (5 mm x 2) thick, 20 mm wide cross PVC sheet be provided as gap insert for top rail & bottom rail, paneling of 5 mm thick both side PVC sheet to be fitted in the M.S. frame welded/ sealed to the styles & rails with 7 mm (5 mm+2 mm) thick x 15 mm wide PVC sheet beading on inner side, and joined together with solvent cement adhesive. An additional 5 mm thick PVC strip of 20 mm width is to be stuck on the interior side of the 'C' Channel using PVC solvent adhesive etc. complete as per direction of Engineer-in- charge, manufacturer's specification & drawing. 9.120.1. 30 mm thick plain PVC door shutters

M.S. WORK 10.25. 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. 10.25.1. In stringers, treads, landings etc. of stair cases, including use of chequered plate wherever required, all complete

10.30.1. Providing & fixing glass panes with putty and glazing clips in steel doors, windows, clerestory windows, all complete with 4.0 mm thick glass panes

WATER PROOFING 22.7. Providing and laying integral cement based water proofing treatment including preparation of surface as required for treatment of roofs, balconies, terraceseto consisting of following operations: (a) Applying a slurry coat of neat cement using 2.75 kg/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 300 mm height including cleaning the surface before treatment. (b) Laying brick bats with mortar using broken bricks/brick bats 25 mm to 115 mm 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 Engineerin- charge over 20 mm 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 Engineer in-charge to required slope and treating similarly the adjoining walls upto 300 mum height including rounding of junctions of walls and slabs. (c) After two days of proper curing applying a second coat of cement slurry using 2.75 kg/sqm of cement admixed with water proofing compound conforming to IS: 2645 and approved by Engineer-in- charge.. (d) Finishing the surface with 20 mm thick jointless 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 300x300 mm square 3 mm deep. SUB HEAD: 22- WATER PROOFING 1548 (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 above operations to be done in order and as directed and specified by the Engineer-in-Charge: 22.7.1. With average thickness of 120 mm and minimum thickness at khurra as 65 mm.

22.5. Providing and laying water proofing treatment in sunken portion of WCs, bathroom etc., by applying cement slurry mixed with water proofing cement compound consisting of applying: (a) First layer of slurry of cement @ 0.488 kg/sqm mixed with water proofing cement compound @ 0.253 kg/ sqm. This layer will be allowed to air cure for 4 hours. (b) Second lay

er of slurry of cement @ 0.242 kg/sqm mixed with water proofing cement compound @ 0.126 kg/sqm. This layer will be allowed to air cure for 4 hours followed with water curing for 48 hours. The rate includes preparation of surface, treatment and sealing of all joints, corners, junctions of pipes and masonry with polymer mixed slurry.

FINISHING 13.5.2. 15 mm cement plaster in single coat on rough side of single or half brick wall for interior plastering upto floor two level including internal rounded angles not exceeding 80mm in girth and finished even and smooth (i) 1 cement: (iii) 1 cement: 6 coarse sand 13.5.2. 1:3 (1 cement: 6 fine sand)

13.4.2. 12 mm cement plaster of mix: 1:6 (1 cement: 6 coarse sand) ON INNER SURFACE

13.16. 6 mm cement plaster of mix : 13.16.1. 1:3 (1 cement: 3 fine sand)

11.41. 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 (1 cement : 4 coarse sand), jointing with grey cement slurry @ 3.3 kg/ sqm including grouting the joints with white cement and matching pigments etc., complete. 11.41.2. Size of Tile 600x600 mm

13.21. Extra for providing and mixing water proofing material in cement plaster work in proportion recommended by the manufacturers.

13.41. Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade: 13.41.1. New work (two or more coats) over and including water thinnable priming coat with cement primer

13.47.1. Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives of required shade: New work (Two or more coats applied @ 1.43 ltr/10 sqm over and including priming coat of exterior primer applied @2.20 kg/10 sqm)

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.

13.61. Painting with synthetic enamel paint of approved brand and manufacture to give an even shade : 13.61.1. Two or more coats on new work

TILES AND STONE FLOORING WORK 11.13.1. Providing and fixing glass strips in joints of terrazo/ cement concrete floors. 40 mm wide and 4 mm thick. (In Appron)

11.39. Providing and laying antiskid rectified Glazed Ceramic floor tiles of size 300x300 mm or more (thickness to be specified by the manufacturer), of 1st quality conforming to IS: 15622, of approved make, in all colours, shades, except White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick Cement Mortar 1:4 (1 Cement: 4 Coarse sand), jointing with grey cement slurry @ 3.3 kg/ sqm including pointing the joints with white cement and matching pigments etc., complete.

WATER PROOFING Providing and laying integral cement based water proofing treatment including preparation of surface as required for treatment of roofs, balconies, terraces etc consisting of following operations: (a) Applying a slurry coat of neat cement using 2.75 kg/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 300 mm height including cleaning the surface before treatment.(b) Laying brick bats with mortar using broken bricks/brick bats 25mm to 115 mm size with 50% of cement mortar 1:5 (1 cement: 5 coarse sand) admixed with water proofing compoundconforming to IS : 2645 and approved by Engineer-in-chargeover 20 mm 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 Engineer-in-charge to required slope and treating similarly the adjoining walls upto 300 mm height including rounding of junctions of walls and slabs.(c) After two days of proper curing applying a second coat of cement slurry using 2.75 kg/ sqm of cement admixed with water proofing compound conforming to IS : 2645 and approved by Engineerin-charge. (d) Finishing the surface with 20 mm thick jointless cement mortar of mix 1:4 (1 cement :4 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineerin-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 300x300 mmsquare 3 mm 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 above operations to be done in order and as directed and specified by the Engineer-in-Charge :

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 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 600 x 600 mm)

11.6. Cement plaster skirting up to 30 cm height, with cement mortar 1:3 (1 cement: 3 coarse sand), finished with a floating coat of neat cement. 11.6.1. 18 mm thick

8.2. Providing and fixing 18mm thick gang saw cut,mirror polished, premoulded and prepolished, machine cut for kitchen platforms, vanity counters, window sills, facias and similar locations of required size, approved shade, colour and texture laid over 20mm thick base cement mortar 1:4 (1 cement : 4 coarse sand) with joints treated with white cement, mixed with matching pigment, epoxy touch ups, including rubbing, curing, moulding and polishing to edge to give high gloss finish etc. complete at all levels. 8.2.2.2. Area of slab over 0.50 sqm.

8.4. Extra for fixing marble / granite stone over and above corresponding basic item, in facia and drops of width upto 150mm with epoxy resin baesd adhesive including cleaning etc. complete.

8.5. Extra for providing opening of 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.

TYPE 3 & DINING ( 2 NOS) EARTH WORK 2.6.1. Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge. All kinds of soil

2.35.3. Treatment of soil under existing floors using chemical emulsion @ one litre per hole, 300 mm apart including drilling 12 mm diameter holes and plugging with cement mortar 1 :2 (1 cement : 2 2.35.3.1. With Chlorpyriphos/Lindane E.C. 20% with 1% concentration

4.13. Providing & applying a coat of residual petroleum bitumen of grade of VG-10 of approved quality using 1.7kg per square metre on damp proof course after cleaning the surface with brushes and finally with apiece of cloth lightly soaked in kerosene oil.

REINFORCED CEMENT CONCRETE 5.9 Centering and shuttering including strutting, propping etc. and removal of form for : 5.9.1 Foundations, f

CONCRETE 4.1. Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level: 4.1.8. 1:4:8 (1 Cement: 4 coarse sand (zone-III): 8 graded stone aggregate 40 mm nominal size)

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

REINFORCED CEMENT CONCRETE 5.9. Centering and shuttering including strutting, propping etc. and 5.9.1. Foundations, footings, bases of columns, etc. for mass

5.9.6. Columns, Pillars, Piers, Abutments, Posts and Struts.

5.9.3. Suspended floors, roofs, landings, balconies and access

5.33.1.2. Concrete of M30 grade with minimum cement content of 350

2.35.3. Treatment of soil under existing floors using chemical emulsion @ one litre per hole, 300 mm apart including drilling 12 mm diameter holes and plugging with cement mortar 1:2 (1 cement: 2 Coarse sand) to match the existing floor: 2.35.3.1. With Chlorpyriphos/Lindane E.C. 20% with 1% concentration

5.33.1.2. Concrete of M30 grade with minimum cement content of 350

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

4.13. Providing & applying a coat of residual petroleum bitumen of grade of VG-10 of approved quality using 1.7kg per square metre on damp proof course after cleaning the surface with brushes and finally with apiece of cloth lightly soaked in kerosene oil.

5.9.4. Shelves (Cast in situ)

5.9.5. Lintels, beams, plinth beams, girders, bressumers and

5.22A.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.

5.9.6. Columns Pillars Piers Abutments Posts and Struts

6.44. Brick edging 7cm wide 11.4cm. deep to plinth protection with bricks of class designation 75 including grouting with cement

5.22A.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

5.33. Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering chuttering finishing and reinforcement 55 Per Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement. 5.33.1.1. All works upto plinth level. Concrete of M25 grade with

5.33.2.2. Concrete of M30 grade with minimum cement content of 350

5.35. Add for using extra cement in the items of design mix over and

5.18.2. Providing precast cement concrete Jali 1:2:4 (1 cement : 2 coarse sand(zone-III): 4 graded stone aggregate 6mm nominal size), reinforced with 1.6 mm dia mild steel wire, including centering and shuttering, roughening cleaning, fixing and finishing in cement mortar 1:3 (1 cement: 3 fine sand) etc. complete, excluding plastering of the jambs, sills and soffits. 40 mm Thick

6.4.2. 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 1:6 (1 cement : 6 coarse sand) G. FLOOR

9.97. Providing and fixing aluminium tower bolts, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS: 1868) transparent or dved to required colour or shade with 9.97.2. 1250X10 mm

9.100. Providing and fixing aluminium handles, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS: 1868) transparent for dved to required colour or shade with necessary 9.100.1. 125 mm

9.101. Providing and fixing aluminium hanging floor door stopper, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS: 1868) transparent or dyed to required colour and 9.101.1. Single rubber stopper

9.20. Providing and fixing ISI marked flush door shutters conforming to IS: 2202 (Part I) decorative type, core of block board construction with frame of 1st class hard wood and well matched teak 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters. 9.20.1. 35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws

MR. Providing and fixing door buffer of material stainless steel ISI marked with nuts and screws etc. complete as directed by

3. Providing and fixing aluminium dye cast tubular type universal hydraulic door closer (having brand logo with ISI, IS 3564, embossed on the body, door weight upto 35 kg to 80 kg and door width from 700 mm to 1000 mm), with double speed

9.79.2. Providing and fixing special quality bright finished brass cupboard or ward robe locks with four levers of approved quality including necessary screws etc complete 9.79.2. 150 mm

9.1. Providing wood work in frames of doors, windows, clerestory windows and other frames, wrought framed and fixed in position with hold fast lugs or with dash fasteners of required dia & length (hold fast 9.1.2. Sal wood

9.20. Providing and fixing ISI marked flush door shutters conforming to IS: 2202 (Part I) decorative type, core of block board construction with frame of 1st class hard wood and well matched teak 3 ply veneering with vertical grains or cross bands and face 9.20.1. 35 mm thick including ISI marked Stainless Steel butt hinges

9.31.1. Providing and fixing wire gauge laminated veneer lumber shutters conforming to IS: 14616, and as per TADS 15:2001 (Part B) using galvanised wire gauge with average width of aperture 1.4 mm in both directions with wire of dia 0.63 mm as per IS :1568, for doors, windows and clerestory windows, including ISI marked M.S. pressed butt hinges bright finished of required size with necessary screws, 35 mm thick shutters

9.119. Providing and fixing factory made P.V.C. door frame of size 50x47 mm with awall thickness of 5 mm, made out of extruded 5mm rigid PVC foam sheet, mitred at corners and joined with 2 Nos of 150 mm long brackets of 15x15 mm M.S. square tube, the vertical door frame profiles to be reinforced with 19x19 mm M.S. square tube of 19 gauge, EPDM rubber gasket weather seal to be provided through out the frame. The door frame to be fived to the wall

9.120. Providing and fixing factory made panel PVC door shutter consisting of frame made out of M.S. tubes of 19 gauge thickness and size of 19 mm x 19 mm for styles and 15x15 mm for top & bottom rails. M.S. frame shall have a coat of steel primers of approved make and manufacture. M.S. frame covered with 5 mm thick heat moulded PVC 'C' channel of size 30 mm thickness, 70 mm width out of which 50 mm shall be flat and 20 mm shall be tapered in 45 degree angle on both side forming styles and 5 mm thick, 95 mm wide PVC sheet out of which 75mm shall be flat and 20 mm shall be tapered in 45 degree on the inner side to form top and bottom rail land 115 mm wide PVC sheet out of which 75 mm shall be flat and 20 20 mm wide cross PVC sheet be provided as gap insert for top rail & bottom rail, paneling of 5 mm thick both side PVC sheet to be fitted in the M.S. frame welded/ sealed to the styles & rails with 7 mm (5 mm+2 mm) thick x 15 mm wide PVC sheet beading on inner side, and joined together with solvent cement adhesive. An additional 5 mm thick PVC strip of 20 mm width is to be stuck on the interior side of 9.120.1. 30 mm thick plain PVC door shutters

MS WORK 10.25. 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. 10.25.1. In stringers, treads, landings etc. of stair cases, including use of

WATER PROOFING 22.7. Providing and laying integral cement based water proofing treatment including preparation of surface as required for treatment of roofs, balconies, terracesetc consisting of following operations:(a) Applying a slurry coat of neat cement using 2.75 kg/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 300 mm height including cleaning the surface before treatment. (b) Laying brick bats with mortar using broken bricks/brick bats 25 mm to 115 mm 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 Engineerin- charge over 20 mm thick layer of cement mortar of mix 1:5 (1 cement :5 coarse sand) admixed with water proofing compound conforming (d) Finishing the surface with 20 mm thick jointless 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 300x300 mm square 3 mm deep. SUB HEAD: 22- WATER PROOFING 1548 22.7.1. With average thickness of 120 mm and minimum thickness at

22.5. Providing and laying water proofing treatment in sunken portion of WCs, bathroom etc., by applying cement slurry mixed with water proofing cement compound consisting of applying: (a) First layer of slurry of cement @ 0.488 kg/sqm mixed with water proofing cement compound @ 0.253 kg/ sqm. This layer will be allowed to air cure for 4 hours. (b) Second layer of slurry of cement @ 0.242 kg/sqm mixed with water proofing cement compound @ 0.126 kg/sqm. This layer will be allowed to air cure for 4 hours followed with water curing for 48 hours.

FINISHING 13.5.2. 15 mm cement plaster in single coat on rough side of single or half brick wall for interior plastering upto floor two level including internal rounded angles not exceeding 80mm in girth and finished 13.5.2. 1.3 (1 cement · 6 fine sand)

13.4.2. 12 mm cement plaster of mix: 1:6 (1 cement: 6 coarse sand)

13.16. 16 mm cement plaster of mix 13.16.1. 1:3 (1 cement: 3 fine sand)

13.21. Extra for providing and mixing water proofing material in cement. plaster work in proportion recommended by the

13.41. Distempering with oil bound washable distemper of approved 13.41.1. New work (two or more coats) over and including water

13.60.1. Wall painting with acrylic emulsion paint of approved brand and manufacture to give an even shade: Two or more coats on new work

13.47.1. Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives of required shade: New work (Two or more coats applied @ 1.43 ltr/10 sqm over land including priming coat of exterior primer applied @ 2.20 kg/10

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

13.61. Painting with synthetic enamel paint of approved brand and 13.61.1. Two or more coats on new work

TILES AND STONE FLOORING WORK 11.13.1. Providing and fixing glass strips in joints of terrazo/ cement concrete floors. 40 mm wide and 4 mm thick. (In Appron)

11.39. Providing and laying antiskid rectified Glazed Ceramic floor tiles of size 300x300 mm or more (thickness to be specified by the manufacturer), of 1st quality conforming to IS: 15622, of approved make, in all colours, shades, except White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick Cement Mortar 1:4 (1 Cement: 4 Coarse sand), jointing with grey cement slurry @ 3.3 kg/ sqm including pointing the joints with white cement and matching pigments

TILES AND STONE FLOORING WORK 11.13.1. Providing and fixing glass strips in joints of terrazo/ cement concrete floors. 40 mm wide and 4 mm thick. (In Appron)

11.39. Providing and laying antiskid rectified Glazed Ceramic floor tiles of size 300x300 mm or more (thickness to be specified by the manufacturer), of 1st quality conforming to IS: 15622, of approved make, in all colours, shades, except White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick Cement Mortar 1:4 (1 Cement: 4 Coarse sand), jointing with grey cement slurry @ 3.3 kg/ sqm including pointing the joints with white cement and matching pigments etc., complete.

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 20mm thick cement mortar 1:4 (1 cement: 4 coarse sand), including grouting the

11.3. Cement concrete flooring 1:2:4 (1 cement: 2 coarse sand : 4 graded stone aggregate) finished with a floating coat of neat cement, including cement slurry but excluding the cost of 11.3.1. 40 mm thick with 20 mm nominal size stone aggregate

11.6. Cement plaster skirting up to 30 cm height, with cement mortar 1:3 (1 cement: 3 coarse sand), finished with a floating coat of neat cement. 11.6.1. 18 mm thick

5.9.3. Suspended floors, roofs, landings, balconies and access platform.

8.4. Extra for fixing marble / granite stone over and above corresponding basic item, in facia and drops of width upto 150mm with epoxy resin baesd adhesive including cleaning etc. complete.

5.9.5. Lintels, beams, plinth beams, girders, bressumers and cantilevers

11.6. Cement plaster skirting up to 30 cm height, with cement mortar 1:3 (1 cement: 3 coarse sand), finished with a floating coat of 11.6.1. 18 mm thick

11.26. Kota stone slab flooring over 20 mm (average) thick base laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab, including rubbing and polishing complete with base 11.26.1. 25 mm thick

8.2. Providing and fixing 18mm thick gang

saw cut,mirror polished, premoulded and prepolished, machine cut for kitchen platforms, vanity counters, window sills, facias and similar locations of required size, approved shade, colour and texture laid over 20mm thick base cement mortar 1:4 (1 cement: 4 coarse sand) with joints treated with white cement, mixed with matching Inigment epoxy touch ups including rubbing curing moulding and 8.2.2.2. Area of slab over 0.50 sam

8.4. Extra for fixing marble granite stone over and above corresponding basic item, in facia and drops of width upto 150mm with epoxy resin baesd adhesive including cleaning

8.5. Extra for providing opening of 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

5.9.6. Columns, Pillars, Piers, Abutments, Posts and Struts.

TYPE 2 ( 1 NOS) EARTH WORK 2.6.1. Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge. All kinds of soil

2.26. Extra for every additional lift of 1.5 m or part thereof in excavation / banking excavated or stacked materials. All kinds BELOW GROUND 1.5 TO 3.0 M

2.35.3. Treatment of soil under existing floors using chemical emulsion @ one litre per hole, 300 mm apart including drilling 12 mm diameter holes and plugging with cement mortar 1:2 (1 cement: 2 Coarse sand) to match the existing floor: 2.35.3.1. With Chlorpyriphos/Lindane E.C. 20% with 1% concentration

2.35.3. Treatment of soil under existing floors using chemical emulsion @ one litre per hole, 300 mm apart including drilling 12 mm diameter holes and plugging with cement mortar 1 :2 (1 cement: 2 Coarse sand) to match the 2.35.3.1. With Chlorpyriphos/Lindane E.C. 20% with 1% concentration

4.13. Providing & applying a coat of residual petroleum bitumen of grade of VG-10 of approved quality using 1.7kg per square metre on damp proof course after cleaning the surface with brushes and finally with apiece of cloth lightly soaked in kerosene oil.

REINFORCED CEMENT CONCRETE 5.9. Centering and shuttering including strutting, propping etc. and 5.9.1. Foundations, footings, bases of columns, etc. for mass

5.9.5. Lintels, beams, plinth beams, girders, bressumers and

5.22A.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.

5.22A.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

5.33. Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland / Portland Slag per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but ......... Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement 5.33.1.1. All works upto plinth level. Concrete of M25 grade with

5.33.1. Concrete of M30 grade with minimum cement content of 350

5.33.2.1 All works above plinth level upto floor V level. Concrete of M25 grade with minimum cement content of 330 kg /cum

5.33.2.2. Concrete of M30 grade with minimum cement content of 350

5.35. Add for using extra cement in the items of design mix over and

6.4.2. 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 G. FLOOR

9.101. Providing and fixing aluminium hanging floor door stopper, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS: 1868) transparent or dyed to required colour 9.101.1. Single rubber stopper

TERRACE

6.44. Brick edging 7cm wide 11.4cm. deep to plinth protection with bricks of class designation 75 including grouting with cement mortar 1:4 (1

DOOR WINDOW WORK 9.96.1. Providing and fixing aluminium sliding door bolts, ISI marked anodised (anodic coating not less than grade AC 10 as per IS: 1868), transparent or dyed to required colour or shade, with nuts and screws etc. complete : 300x16 mm

9.97. Providing and fixing aluminium tower bolts, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS: 1868) transparent or dved to required colour or shade with 9.97.2. 250X10 mm

9.20. Providing and fixing ISI marked flush door shutters conforming to IS: 2202 (Part I) decorative type, core of block board construction with frame of 1st class hard wood and well matched teak 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters. 9.20.1. 35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws

9.100. Providing and fixing aluminium handles, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS: 1868) transparent or dyed to required colour or shade with necessary. 9.100. 125 mm

9.101. Providing and fixing aluminium hanging floor door stopper, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS: 1868) transparent or dyed to required colour and 9.101. Single rubber stopper

MR. Providing and fixing door buffer of material stainless steel ISI marked with nuts and screws etc. complete as directed by

10.30.1. Providing & fixing glass panes with putty and glazing clips in steel doors, windows, clerestory windows, all complete with

9.83. Providing and fixing aluminium dye cast tubular type universal hydraulic door closer (having brand logo with ISI, IS : 3564, embossed on the body, door weight upto 35 kg to 80 kg and door width from 700 mm to 1000 mm), with double speed adjustment with

9.120. Providing and fixing factory made panel PVC door shutter consisting of frame made out of M.S. tubes of 19 gauge thickness and size of 19 mm x 19 mm for styles and 15x15 mm for top & bottom rails. M.S. frame shall have a coat of steel primers of approved make and manufacture. M.S. frame covered with 5 mm thick heat moulded PVC 'C' channel of size 30 mm thickness, 70 mm width out of which 50 mm shall be flat and 20 mm shall be tapered in 45 degree angle on both side forming styles and 5 mm thick, 95 mm wide PVC sheet out of which 75mm shall be flat and 20 mm shall be tapered in 45 degree on the inner side to form top and bottom rail and 115 mm wide PVC sheet out of which 75 mm shall be flat and 20 mm shall be tapered on both sides to form lock rail. Top, bottom and lock rails shall be provided both side of the panel. 10 mm (5 mm x 2) thick, 20 mm wide cross PVC sheet be provided as gap insert for top rail & bottom rail, paneling of 5 mm thick both side PVC sheet to be fitted in the M.S. frame welded/ sealed to the styles & rails with 7 mm (5 mm+2 mm) thick x 15 mm wide PVC sheet beading on inner side, and joined together with solvent cement adhesive. An additional 5 mm thick PVC strip of 20 mm width is to be stuck on the interior side of the 'C' Channel using PVC solvent adhesive etc. complete as per direction of Engineer-in- charge, manufacturer's specification & drawing. 9.120.1. 30 mm thick plain PVC door shutters

9.79.2. Providing and fixing special quality bright finished brass cupboard or ward robe locks with four levers of approved quality including necessary screws etc complete 9.79.2. 50 mm

9.20. Providing and fixing ISI marked flush door shutters conforming to IS: 2202 (Part I) decorative type, core of block board construction with frame of 1st class hard wood and well matched teak 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters. 9.20.1. 35 mm thick including ISI marked Stainless Steel butt hinges

9.31.1. Providing and fixing wire gauge laminated veneer lumber shutters conforming to IS: 14616, and as per TADS 15 :2001 (Part B) using galvanised wire gauge with average width of aperture 1.4 mm in both directions with wire of dia 0.63 mm as per IS :1568, for doors, windows and clerestory windows, including ISI marked M.S. pressed butt hinges bright finished of required size with necessary screws, as per directions of 35 mm thick shutters

9.119. Providing and fixing factory made P.V.C. door frame of size 50x47 mm with awall thickness of 5 mm, made out of extruded 5mm rigid PVC foam sheet, mitred at corners and joined with 2 Nos of 150 mm long brackets of 15x15 mm M.S. square tube, the vertical door frame profiles to be reinforced with 19x19 mm M.S. square tube of 19 gauge, EPDM rubber gasket weather seal to be provided through out the frame. The door frame to be fixed to the wall using M.S. screws of 65/100 mm size, complete as per manufacturer's specification and direction of Engineerin-Charge.

9.120. Providing and fixing factory made panel PVC door shutter consisting of frame made out of M.S. tubes of 19 gauge thickness and size of 19 mm x 19 mm for styles and 15x15 mm for top & bottom rails. M.S. frame shall have a coat of steel primers of approved make and manufacture. M.S. frame covered with 5 mm thick heat moulded PVC 'C' channel of size 30 mm thickness, 70 mm width out of which 50 mm shall be flat and 20 mm shall be tapered in 45 degree angle on both side forming styles and 5 mm thick, 95 mm wide PVC sheet out of which 75mm shall be flat and 20 mm shall be tapered in 45 degree on the inner side to form top and bottom rail and 115 mm wide PVC sheet out of which 75 mm shall be flat and 20 mm shall be Itapered on both sides to form lock rail. Ton bottom and lock rails shall be 20 mm wide cross PVC sheet be provided as gap insert for top rail & bottom rail, paneling of 5 mm thick both side PVC sheet to be fitted in the M.S. frame welded/ sealed to the styles & rails with 7 mm (5 mm+2 mm) thick x 15 mm wide PVC sheet beading on inner side, and joined together with solvent cement adhesive. An additional 5 mm thick PVC strip of 20 mm width is to be stuck on the interior side of the 'C' Channel using PVC solvent adhesive etc. complete as per direction of Engineer-in- charge, manufacturer's specification & drawing. 9.12.1. 30 mm thick plain PVC door shutters

MS WORK 10.25. Steel work welded in built up sections/ framed work, including cutting, h

oisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc as required 10.25.1. In stringers, treads, landings etc. of stair cases, including use of

10.5.1. Providing and fixing 1mm thick M.S. sheet door with frame of 40x40x6 mm angle iron and 3 mm 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. angels 40x40x6 mm for diagonal braces

WATER PROOFING 22.7. Providing and laying integral cement based water proofing treatment including preparation of surface as required for treatment of roofs, balconies, terracesetc consisting of following operations: (a) Applying a slurry coat of neat cement using 2.75 kg/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 300 mm height including cleaning the surface before treatment. (b) Laying brick bats with mortar using broken bricks/brick bats 25 mm to 115 mm 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 Engineerin- charge over 20 mm 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 Engineer-in-charge to required slope and treating similarly the adjoining walls upto 300 mm height (d) Finishing the surface with 20 mm thick jointless 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 300x300 mm square 3 mm deep. SUB HEAD: 22- WATER PROOFING 1548 (e) The whole terrace so finished shall be flooded with water for a 22.7.1. With average thickness of 120 mm and minimum thickness at

13.47.1. Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives of required shade: New work (Two or more coats applied @ 1.43 ltr/10 sqm over land including priming coat of exterior primer applied @ 2.20 kg/10

13.47.1. Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives of required shade: New work (Two or more coats applied @ 1.43 ltr/10 sqm over and including priming coat of exterior primer applied @2.20 kg/10 sqm)

22.5. Providing and laying water proofing treatment in sunken portion of WCs, bathroom etc., by applying cement slurry mixed with water proofing cement compound consisting of applying: (a) First layer of slurry of cement @ 0.488 kg/sqm mixed with water proofing cement compound @ 0.253 kg/ sqm. This layer will be allowed to air cure for 4 hours. (b) Second layer of slurry of cement @ 0.242 kg/sqm mixed with water proofing cement compound @ 0.126 kg/sqm. This layer will be allowed to air cure for 4 hours followed with water curing for 48 hours.

FINISHING 13.5.2. 15 mm cement plaster in single coat on rough side of single or half brick wall for interior plastering upto floor two level including internal rounded angles not exceeding 80mm in girth and finished even and smooth (i) 1 cement: 13.5.2. 1:3 (1 cement : 6 fine sand)

13.16. 6 mm cement plaster of mix· 13.16.1. 1:3 (1 cement: 3 fine sand)

13.41. Distempering with oil bound washable distemper of approved 13.41.1. New work (two or more coats) over and including water

13.61. Painting with synthetic enamel paint of approved brand and 13.61.1. Two or more coats on new work

TILES AND STONE FLOORING WORK 11.13.1. Providing and fixing glass strips in joints of terrazo/ cement concrete floors. 40 mm wide and 4 mm thick. (In Appron)

11.39. Providing and laying antiskid rectified Glazed Ceramic floor tiles of size 300x300 mm or more (thickness to be specified by the manufacturer), of 1st quality conforming to IS: 15622, of approved make, in all colours, shades, except White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick Cement Mortar 1:4 (1 Cement: 4 Coarse sand), jointing with grey cement slurry

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 20mm thick cement mortar 1:4 (1 cement 4 coarse sand), including grouting the joints with white cement and matching pigments etc.,

11.3. Cement concrete flooring 1:2:4 (1 cement: 2 coarse sand : 4 graded stone aggregate) finished with a floating coat of neat cement, including cement slurry but excluding the cost of 11.3.1. 40 mm thick with 20 mm nominal size stone aggregate

5.9.4. Shelves (Cast in situ)

11.6. Cement plaster skirting up to 30 cm height, with cement mortar 1:3 (1 cement : 3 coarse sand), finished with a floating coat of 11.6.1. 18 mm thick

11.56.1. Providing and laying Polished Granite stone flooring in required design and patterns, in linear as well as curvilinear portions of the building all complete as 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 and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing, curing by and polishing etc. all complete as specified and as the Engineer-in-Charge. Polished Granite stone slab jet Black, Cherry Red, Elite Brown, Cat Eye or equivalent.

8.2. Providing and fixing 18mm thick gang saw cut,mirror polished, premoulded and prepolished, machine cut for kitchen platforms, vanity counters, window sills, facias and similar locations of required size, approved shade, colour and texture laid over 20mm thick base cement mortar 1:4 (1 cement: 4 coarse sand) with joints treated with white cement, mixed with matching pigment, epoxy touch ups, including rubbing, curing, moulding and polishing to edge to give high gloss finish etc. complete at all levels. 8.2.2.2. Area of slab over 0.50 sqm.

UG TANK EARTH WORK 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 upto 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.

2.26.1. Extra for every additional lift of 1.5 m or part thereof in excavation banking excavated or stacked materials. All kinds of soil BELOW GROUND 1.5 TO 3.00 M

PCC WORK 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 (zone-III): 8 graded stone

RCC WORK 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/less cement used as per All works 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/less cement used as per design mix is payable/recoverable separately). All works above plinth level upto floor V level

SHUTTERING WORK 5.9. Centering and shuttering including strutting, propping etc. and removal of form for: 5.9.1. Foundations, footings, bases of columns, etc. for mass concrete

5.9.2. Walls (any thickness) including attached pilasters, butteresse

s, plinth and string courses etc.

5.9.3. Suspended floors, roofs, landings, balconies and access platform

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

5.22A.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.

WORKSHOP EARTH WORKS 2.6.1. Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge. All kinds of soil

5.9.5. Lintels, beams, plinth beams, girders, bressumers and cantilevers

230 MM BRICK WORK 6.4.2. Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 150 in superstructure above plinth level up to floor V level in all shapes and sizes in :Cement mortar 1:6 (1 cement : 6 coarse sand)

MS WORK 10.25.2. 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

FLOORING / CLADDING 11.36. 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 @ 3.3kg per sqm, including pointing in white cement mixed with pigment of matching shade complete.

PLASTER WORK 13.5.2. 15 mm cement plaster on rough side of single or half brick wall of mix: 1:6 (1 cement: 6 coarse sand) External plaster

PAINTING WORK 13.47.1. Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives of required shade: New work (Two or more coats applied @ 1.43 ltr/ 10 sqm over and including priming coat of exterior primer applied @ 2.20

13.60.1. Wall painting with acrylic emulsion paint of approved brand and manufacture to give an even shade: Two or more coats on new work

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.

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

WATER PROOFING 22.3. Providing and laying water proofing treatment to vertical and horizontal surfaces of depressed portions of W.C., kitchen and the like consisting of: (i) Ist course of applying cement slurry @ 4.4 kg/sqm mixed with water proofing compound conforming to IS 2645 in recommended proportions including rounding off junction of vertical and horizontal surface. (ii) IInd course of 20 mm cement plaster 1:3 (1 cement: 3 coarse sand) mixed with water proofing compound in recommended proportion including rounding off junction of vertical and horizontal surface. (iii) IIIrd course of applying blown or residual bitumen applied hot at 1.7 kg. per sqm of area. (iv) IVth course of 400 micron thick PVC sheet. (Overlaps at joints of PVC sheet should be 100 mm wide and pasted to each other with bitumen @ 1.7 kg/sqm).

BOUNDARY WALL EARTH WORKS 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 upto 1.5 m, including getting out the excavated

CONCRETE WORKS 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 (zone-III): 8 graded stone aggregate 40 mm nominal size)

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

REINFORCED CEMENT CONCRETE WORK 5.9. Centering and shuttering including strutting, propping etc. and removal of form for : 5.9.1. Foundations, footings, bases of columns, etc. for mass concrete.

5.09.17. Cornices and mouldings

REINFORCED CEMENT CONCRETE WORK 5.22.6. Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.

5.22A.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.

5.33. 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/less cement used as per design mix is payable/recoverable separately). 5.33.1. All works upto plinth level.

5.33.2. All works above plinth level upto floor V level.

BRICK WORK 6.4.2. Class-150 brick work in 1:6 cement and COARSE sand mortar in SUPERSTRUCTURE including supply of all materials, labour tools and plants, etc. Required for proper

STEEL WORK 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.

FINISHING WORK 13.5.2. 12 mm cement plaster in single coat on rough side of single or half brick wall for interior plastering upto floor two level including internal rounded angles not exceeding 80mm in girth and finished even and smooth (i) 1 cement: 6 coarse sand

5.29. Providing and fixing sheet covering over expansion joints with iron screws as per design. 5.29.2.2. Aluminium fluted strips 3.15 mm thick. 200 mm wide

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)

13.80. 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.

BOREWELL 23.1. Boring/drilling bore well of required dia for casing / strainer pipe, by suitable method prescribed in IS:2800 (part 1), including collecting 23.1.2. Rocky strata including Boulders 23.1.2.1. 300mm dia

23.2. Boring/drilling bore well of required dia for casing / strainer pipe, by suitable method prescribed in IS:2800 (part 1), including collecting samples from different strata, preparing and submitting strata chart/ 23.2.2. Rocky strata including Boulders 23.2.2.1. 300mm dia

Providing and fixing G.I. pipes complete with G.l. fittings including trenching and 18.12.7. 65 mm dia. nominal bore

23.3. Supplying, assembling, lowering and fixing in vertical position in bore well, unplasticized PVC medium well casing (CM) pipe of required dia, conforming to IS: 12818, including required hire and labour charges, fittings & accessories etc. all complete, for all depths, 23.3.2. 150 mm nominal size dia

23.4. Supplying, assembling, lowering and fixing in vertical position in bore well unplasticized PVC medium well screen (RMS) pipes with ribs conforming to IS: 12818, including hire and labour charges, fittings & accessories etc. all complete, for all depths, as per 23.4.2. 150 mm nominal size dia

23.8. Gravel packing in tubewell construction in accordance with IS: 4097, including providi

ng gravel fine/medium/ coarse, in required grading & sizes as per actual requirement, all complete as per direction of Engineer- in -charge.

23.12. Development of tube well in accordance with IS: 2800 (part I) and IS:11189, to establish maximum rate of usable water yield without sand

23.13. Providing and fixing suitable size threaded mild steel cap or spot welded 23.13.3. 200 mm dia

Providing and fixing M.S. clamp of required dia to the top of casing/housing pipe of tubewell as per IS: 2800 (part I), including necessary bolts & nuts of required size 23.14.2. 150 mm clamp

23.15. Providing and fixing bail plug / bottom plug of required dia at the bottom of the pipe assambley as per IS: 2800 (Part-1). 23.15.2. 150 mm dia

MR-1. Supply, installation testing & commissioning of submersible pumping set suitable to operate on 410 volts 3 phase 50 HZ A.C. power supply including water proof joint free cable, motor control panel, 50 mm dia, G.I. pipe (medium class) column with fittings, clamps etc. complete in

EXTERNAL WATER SUPPLY 2.10. Excavating trenches of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, depth upto 1.5 m, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm in depth, including consolidating each deposited laver by ramming, watering, etc. and 2.10.1. All kind of soil 2.10.1.1. Pipes, cables etc, not exceeding 80 mm dia.

18.9. 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 18.9.6. 50 mm nominal outer dia Pipes

18.17. Providing and fixing gun metal gate valve with C.I. wheel of approved 18.17.4. 50 mm nominal bore

Constructing masonry Chamber 60x60x75 cm inside, in brick work in 18.33.1. With common burnt clay F.P.S.(non modular) bricks of class designation 7.5

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 graded stone aggregate 20 mm nominal size), i/c necessary excavation, 18.37.1. With common burnt clay F.P.S.(non modular) bricks of class designation 7.5

Providing and fixing enclosed type water meter (bulk type) conforming to IS: 2373 and tested by Municipal Board complete with bolts, nuts, rubber insertions etc. (The tail pieces if required will be paid separately) : 18.60.1. 80 mm dia nominal bore

Providing and fixing C.l. dirt box strainer for bulk type water meter 18.61.1. 80 mm dia

SANITARY & PLUMBING WORKS ADMINSTRATIVE BUILDING SANITARY INSTALLATIONS & C.P FITTINGS 17.1. Providing and fixing water closet squatting pan (Indian type W.C. pan) with 100mm sand cast Iron P or S trap, 10 litre low level white P.V.C. flushing cistern with manually controlled device (handle lever) conforming to IS:7231, Parryware/Hindware/Seabird/Orient (Coral) with all fittings and fixtures complete including cutting and making good the walls and floors wherever 17.1.1. White Vitreous china Orissa pattern W.C. pan of size 580x440mm with integral type foot rests

17.2. 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 with manually controlled device (handle lever), conforming to IS: 7231, Parryware/ Hindware/ Seabrid /Orient (Coral) with all fittings and fixtures complete including cutting and making good the walls and floors wherever required: 17.2.2. W.C. pan with ISI marked black solid plastic seat

17.7. Providing & fixing white vitreous china wash basin with C.I. brackets painted white, 15 mm C.P. brass pillar taps, C.P. brass chain with rubber plug, 32mm C.P. brass waste of standerd pattern including cutting & making lgood the walls wherever required. 17.7.1. a)White Vitreous China Wash basin size 630x450 mm with a pair of 15 mm C.P. brass pillar taps

17.28. Providing and fixing P.V.C. waste pipe for sink or wash basin including P.V.C. waste fittings complete. 17.28.1. Semi rigid pipe 17.28.1.1. 32 mm dia

17.28.1.2. 40 mm dia

17.31. Providing and fixing 600x450mm bevelled edge mirror of superior glass (of approved quality) complete with 6mm thick hard board ground fixed to wooden cleats with C.P. brass screws and

17.5.2. Range of two half stall urinals with 5 litre PV.C. automatic flushing cistern

8.10. Providing and fixing stone slab table rubbed, edges rounded and polished of size 75x50cm deep and 1.8cm thick fixed in Urinal partitions by cutting a chase of appropriate width with chase cutter and embedding the stone in the chase with epoxy grout or with cement concrete 1:2:4 (1cement: 2coarse sand: 4graded stone 8.10.2. Granite Stone of approved shade

CP Brass fittings 18.21. Providing and fixing unplasticised PVC connection 18.21.2. 45 cm length 18.21.2.1. 15 mm nominal bore

17.16A. Providing and fixing 8 mm dia C.P. / S.S. Jet with flexible tube upto 1 metre long with S.S. triangular plate to Eureopean & Wall moutain type W.C. of quality and make as approved by Engineer charge.

18.49. Providing and fixing C.P. brass bib cock of approved quality conforming to IS:8931 18.49.1. a) 15 mm nominal bore

18.53. Providing and fixing C.P. brass angle valve for basin mixer and gyser points of approved quality conforming to 18.53.1. a) 15 mm nominal bore

17.22A. Providing and fixing CP Brass 32mm size Bottle Trap of approved quality & make and as per the direction of Engineer-in-charge.

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

17.73. Providing and fixing PTMT towel rail complete with brackets fixed to wooden cleats with CP brass screws with concealed fittings arrangement of approved quality and colour. 17.73.1. 450 mm long towel rail with total length of 495 mm, 78 mm wide and effective height of 88 mm,

CT SOTI WASTE & VENT PIPES AND FITTINGS Providing & fixing soil, waste and vent pipes. 17.35.1.2. a) 100mm dia centrifugally cast iron S & S pipe.

17.35.2.2. b) 75mm dia centrifugally cast iron S & S pipe.

18.10. Providing and fixing GI clamps, including cutting basin waste) 18.10.4. 32mm dia nominal bore

Providing Lead caulked joints to sand cast iron/centrifugally cast (spun) iron pipes & fitting of 17.58.1. a) 100mm

Providing & fixing M.S. holder bat clamps of approved design to sand cast iron/centrifugally cast (Spun) iron S & S pipe embeded in & including cement concrete blocks 10x10x10cm. of 1:2:4 mix (1 cement 2 coarse : 4 graded stone aggregate size). Including cost of cutting holes & making good the walls etc. 17.37.1. a) for 100mm dia pipe.

17.37.2. b) for 75mm dia pipe.

Providing & fixing cast iron coller 17.57.1.2. a) 100mm dia.

17.57.2.2. b) 75mm dia.

Providing and fixing trap of self down or hinged grating with including cost of cutting 17.60.1.1. a) 100mm inlet & 100mm outlet.

17.60.2.1. a) 100mm inlet & 75mm outlet.

Providing and fixing bend of required degree with access door, insertion rubber washer 3mm thick, bolts and nuts 17.38.1.2. a) 100mm

Providing and fixing plain bend of required degree. 17.39.1.2. a) 100mm

Providing and fixing single equal plain junction of required degree with access door, insertion rubber washer 3 mm thick, bolts and nuts complete. 17.43.1.2. 100x100x100mm

Providing and fixing centrifugaly cast iron single 17.44.1.2. 100x100x100mm

Providing and fixing single unequal junction of required degree with access door, insertion rubber washer 3 mm thick, bolts and nuts complete : 17.47.1.2. 100x100x75mm

Providing and fixing single

unequal plain invert 17.52.1.2. 100x100x75mm

Providing and fixing door piece, insertion rubber washer 3mm thick, bolts & nuts complete :( c.o.p.) 17.55.1.2. a) 100mm

Providing and fixing cast iron terminal guard. 17.56.1.2. 100 mm

INTERNAL RAIN WATER DRAINAGE WORK 19.2.1. Providing and laying cement concrete 1:5:10(1 cement coarse sand : 10 graded stone aggregate 20mm nominal size) around P.V.C Soil and waste pipe including bed concrete as per standard design(embedded in the flooring / ground) 110 mm dia

12.41. Providing and fixing on wall face unplasticised-Rigid PVC rain water pipes conforming to IS: 13592 Type A including jointing with seal ring conforming to IS: 5382 leaving 10mm gap for thermal expansion. 12.41.2. 110 mm

12.42. Providing and fixing on wall face unplasticised PVC moulded fittings/accessories for unplasticised Rigid PVC rain water pipes conforming to IS:13592 Type A including jointing with seal ring conforming to IS:5382 leaving 10mm gap for thermal expansion. 12.42.5.2. Bend 87 5 degree 12.42.5.2. 110 mm Bend

12.42.6. Shoe (Plain) 12.42.6.2. 110 mm Shoe

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.

12.43. Providing and fixing unplasticised-PVC pipe clips of approved design to unplasticised-PVC rain water pipes by means of 50x50x50 mm hard wood plugs, screwed with MS screws of required length including cutting brick work and fixing in cement mortar 1:4 (1 cement: 4 coarse sand) and making good the 12.43.2. 110 mm

12.22. 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 PVC sheet 1m x 1 m x 400 micron, finished with 12 mm cement plaster 1:3 (1 cement : 3 coarse sand) and a coat of neat cement,punning,rounding the edges and making and finishing the outlet complete.

INTERNAL WATER SUPPLY WORKS 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 1.00m 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 testiang of joints complete as per direction of Engineer in Charge. Concealed work including cutting chases and 18.8.2. 20mm dia nominal outer dia pipes

18.8.3. 25mm dia nominal outer dia pipes

18.8.4. 32mm dia nominal outer dia pipes

Internal work-Exposed on wall 18.10.1.15mm dia nominal bore

18.10.2. 20mm dia nominal bore

18.10.3. 25mm dia nominal bore

18.10.4. 32mm dia nominal bore

18.10.5. 40mm dia nominal bore

18.10.6. 50mm dia nominal bore

Terrace and external work 18.12.7. 65mm dia nominal bore

18.12.8. 80mm dia nominal bore

Painting GI pipes and fittings with SYNTHETIC enamel paint over a ready mixed priming coat, both 18.38.2. 20mm dia nominal bore

18.38.3. 25mm dia nominal bore

18.38.4. 32mm dia nominal bore

18.38.5. 40mm dia nominal bore

18.38.6. 50mm dia nominal bore

Terrace and external work 18.40.7. 65mm dia nominal bore

18.40.8. 80mm dia nominal bore

Providing and fixing GI Union in GI pipes including cutting and threading the pipe and making long screws etc. complete (new work) 18.46.1. 15mm dia nominal bore

18.46.2. 20mm dia nominal bore

18.46.3. 25mm dia nominal bore

18.46.4. 32mm dia nominal bore

18.46.5. 40mm dia nominal bore

18.46.6. 50mm dia nominal bore

18.46.7. 65mm dia nominal bore

18.46.8. 80mm dia nominal bore

18.17. Providing and fixing gun metal gate valve with wheel of approved quality. 18.17.1A. 20mm dia nominal bore

18.17.1. 25mm dia nominal bore

18.17.2. 32mm dia nominal bore

18.17.3. 40mm dia nominal bore

18.17.4. 50mm dia nominal bore

18.17.5. 65mm dia nominal bore

18.17.6. 80mm dia nominal bore

18.18. Providing and fixing ball valve (brass) of approved quality, High or low pressure, with plastic floats complete : 18.18.3. 25 mm nominal bore

INTERNAL SEWERAGE SYSTEM 2.10. Excavating trenches of required width for pipes, cables etc. including excavation for sockets and dressing of sides, ramming of bottoms, depth upto 1.5m including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20cm in depth including consolidating each deposited layer by ramming, watering etc. and disposing of surplus excavated soil as directed. 2.10.1. All kinds of soil 2.10.1.2. Pipes, cables etc. exceeding 80mm dia but not

19.1. Providing, laying and jointing glazed stoneware pipes grade 'A' with stiff mixture of cement mortar in the proportion of 1:1 (1 cement 1 fine sand) including testing of joints etc. complete. 19.1.1. 100mm diameter

19.2. Providing and laying cement concrete 1:5:10 (1 cement: 5 coarse sand: 10 graded stone aggregate 40mm nominal size) all round S.W. Ipines including bed concrete as per standard design 19.2.1. 100mm dia SW pipe

18.17. Providing and fixing gun metal gate valve with C.I. wheel of approved 18.17.4. 50 mm nominal bore

19.6. Providing and laying Non pressure NP 2 class (light duty) RCC pipe with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1cement: 2 fine sand) including testing of joints etc. complete. 19.6.2. 150 mm. dia. RCC Pipes

19.3. Providing and laying cement concrete 1:5:10 (1 cement: 5 coarse sand: 10 graded stone aggregate 40mm nominal size) upto the haunches of pipes including bed concrete as per standard design 19.3.2. 150 mm. dia. RCC Pipes

19.4. Providing and fixing square-mouth S.W. gully trap grade'A' complete with C.I. grating, brick masonry chamber with water tight C.I. cover with frame of 300 x300 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 19.4.2. 150 x 100 mm size P type 19.4.2.2. With Sewer bricks conforming to IS: 4885

Providing and fixing C.l. dirt box strainer for bulk type water meter 18.61.1. 80 mm dia

19.7. Constructing brick masonry manhole in cement mortar 1:4 (1 cement :4 coarse sand) RCC top slab with 1:2:4 mix (1 cement :2 coarse sand :4 graded stone aggregate 20mm nominal size), foundation concrete 1:4:8 mix (1 cement :4 coarse sand :8 graded stone aggregate 40mm nominal size) inside plastering 12mm thick with cement mortar 1:3 (1 cement :3 coarse sand) finished with floating coat fo neat cement and making channels in cement Inside size 90x80cms and 45cms deep including CI cover with frame (light duty) 455x610mm internal diamensions total weight of cover and frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15kg) 19.7.1.1. With FPS bricks of class designation 75 (i) For Sewer Line

Extra for depth for manholes: 19.8.1.1. Size 90x80cm with FPS bricks(class I ).

19.15. Providing M.S. foot rests including fixing in manholes with 20x20x10 cm cement concrete blocks 1:3:6 (1 cement:3 coarse sand :6 graded stone aggregate 20 mm nominal size) as per standard design 19.15.1. With 20x20 mm square bar

NON DSR ITEM (R.O. PLANT & DWE) MR. RO Plant 250 LPH (Liter per hour) MR-1. PLANT CAPACITY - 250 LPH Treated Water Quality Turbidity: <1NTU pH: 6.5-7.0 Chlorides: < 10 ppm Sulphates: < 5 ppm TDS: < 150 ppm 500L STORAGE TANK AND DRINKING FOUNTAIN

MR-2. Supply installation, testing and commissioning of recessed bi level drinking water fountain, with double SS bubbler. Drinking water fountain with 8GPH cooling capacity, stainless steel body,approx size 1003mmx Depth 400 mmX hight 1035mm, SS bubbler guard operated between 50 to 120 PSI, with MDCU29 antimicrobial touch part, with water ways are lead free matterial chilling unit suitable for R134a refrigerant, adjustable thermo state, Green building, GRIHA,TUV And NSF Certifide, supply complete with all accessories with 100 micron stainer, Model- M8CRY-Oasis- Mechanical + Sensor Both Operation

17.31. Providing and fixing 600x450mm bevelled edge mirror of superior glass (of approved quality) complete with 6mm thick hard board ground fixed to wooden cleats with C.P. brass screws and

SANITARY & PLUMBING WORKS WORKSHOP SANITARY INSTALLATIONS & CP FITTINGS 17.2. 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 with m

8.10. Providing and fixing stone slab table rubbed, edges rounded and polished of size 75x50cm deep and 1.8cm thick fixed in Urinal partitions by cutting a chase of appropriate width with chase cutter and embedding the stone in the chase with epoxy grout or with cement concrete 1:2:4 (1cement: 2coarse sand: 4graded stone 8.10.2. Granite Stone of approved shade

anually controlled device (handle lever), conforming to IS : 7231, Parryware/ Hindware/ Seabrid /Orient (Coral) with all fittings and fixtures complete including cutting and making good the walls and floors wherever required: 17.2.2. W.C. pan with ISI marked black solid plastic seat

17.7. Providing & fixing white vitreous china wash basin with C.I. brackets painted white, 15 mm C.P. brass pillar taps, C.P. brass chain with rubber plug, 32mm C.P. brass waste of standerd pattern including cutting & making lgood the walls wherever required. 17.7.1. a)White Vitreous China Wash basin size 630x450 mm with a pair of 15 mm C.P. brass pillar taps

17.28. Providing and fixing P.V.C. waste pipe for sink or wash basin including P.V.C. waste fittings complete. 17.28.1. Semi riaid nine 17.28.1.1. 32 mm dia

17.31. Providing and fixing 600x450mm bevelled edge mirror of superior glass (of approved quality) complete with 6mm thick hard board ground fixed to wooden cleats with C.P. brass screws and

17.22A. Providing and fixing CP Brass 32mm size Bottle Trap of approved quality & make and as per the direction of Engineer-in-charge.

17.5.2. Range of two half stall urinals with 5 litre P.V.C. automatic flushing cistern.

17.73. Providing and fixing PTMT towel rail complete with brackets fixed to wooden cleats with CP brass screws with concealed fittings arrangement of approved quality and colour. 17.73.1. 450 mm long towel rail with total length of 495 mm, 78 mm wide and effective height of 88 mm,

CT SOTI WASTE & VENT PIPES AND FITTINGS Providing & fixing soil, waste and vent pipes. 17.35.1.2. a) 100mm dia centrifugally cast iron S & S pipe.

8.10. Providing and fixing stone slab table rubbed, edges rounded and polished of size 75x50cm deep and 1.8cm thick fixed in Urinal partitions by cutting a chase of appropriate width with chase cutter and embedding the stone in the chase with epoxy grout or with cement concrete 1:2:4 (1cement: 2coarse sand: 4graded stone aggregate 6mm nominal size) as per direction of Engineer-in-charge and finished 8.10.2. Granite Stone of approved shade

CP Brass fittings 18.21. Providing and fixing unplasticised PVC connection 18.21.2. 45 cm length 18.21.2.1. 15 mm nominal bore

Providing Lead caulked joints to sand cast iron/centrifugally cast (spun) iron pipes & fitting of 17.58.1. a) 100mm

18.49. Providing and fixing C.P. brass bib cock of approved quality conforming to IS:8931 18.49.1. a)15 mm nominal bore

Providing & fixing M.S. holder bat clamps of approved design to sand cast iron/centrifugally cast (Spun) iron S & S pipe embeded in & including cement concrete blocks 10x10x10cm. of 1:2:4 mix (1 cement 2 coarse : 4 graded stone aggregate size). Including cost of cutting holes & making good the walls etc. 17.37.1. a) for 100mm dia pipe.

17.37.2. b) for 75mm dia pipe.

Providing & fixing cast iron coller 17.57.1.2. a) 100mm dia.

18.53. Providing and fixing C.P. brass angle valve for basin mixer and gyser points of approved quality conforming to 18.53.1. a) 15 mm nominal bore

Providing and fixing trap of self down or hinged grating with including cost of cutting 17.60.1.1. a) 100mm inlet & 100mm outlet.

17.60.2.1. a) 100mm inlet & 75mm outlet.

17.22A. Providing and fixing CP Brass 32mm size Bottle Trap of approved quality & make and as per the direction of Engineer-in-charge.

17.73. Providing and fixing PTMT towel rail complete with brackets fixed to wooden cleats with CP brass screws with concealed fittings arrangement of approved quality and colour. 450 mm long towel rail with total length of 495 mm, 78 mm wide and effective height of 88 mm, weighing not less than 170 gms.

C.I. SOIL WASTE & VENT PIPES AND FITTINGS Providing & fixing soil, waste and vent pipes. 17.35.1.2. a) 100mm dia centrifugally cast iron S & S pipe.

17.35.2.2. b) 75mm dia centrifugally cast iron S & S pipe.

18.10. Providing and fixing GI pipes complete with GI fittings and and clamps, including cutting and making good walls etc. (for wash basin waste) 18.10.4. 32mm dia nominal bore

Providing lead caulked joints to sand cast iron/centrifugally cast (spun) iron pipes & fitting of 17.58.1. a) 100mm

Providing & fixing M.S. holder bat clamps of approved design to sand cast iron/centrifugally cast (Spun) iron S & S pipe embeded in & including cement concrete blocks 10x10x10cm. of 1:2:4 mix (1 cement 2 coarse 4 graded stone aggregate size). Including cost of cutting holes & making good the walls etc. 17.37.1. a) for 100mm dia pipe.

Providing & fixing cast iron coller 17.57.1.2. a) 100mm dia.

Providing and fixing single unequal junction of required degree with access door, insertion rubber washer 3 mm thick, bolts and nuts complete : 17.47.1.2. 100x100x75mm

Providing and fixing single

17.57.2.2. b) 75mm dia.

Providing and fixing door piece, insertion rubber washer 3mm thick, bolts & nuts complete :( c.o.p.) 17.55.1.2. a) 100mm

Providing and fixing trap of self cleansing design with screwed down or hinged grating with or without vent arm complete, including cost of cutting 17.60.1.1. a) 100mm inlet & 100mm outlet.

17.60.2.1. a) 100mm inlet & 75mm outlet.

INTERNAL RAIN WATER DRAINAGE WORK 19.2.1. Providing and laying cement concrete 1:5:10(1 cement coarse sand : 10 graded stone aggregate 20mm nominal size) around P.V.C Soil and waste pipe including bed concrete as per standard design(embedded in the flooring / ground) 110 mm dia

12.42. Providing and fixing on wall face unplasticised PVC moulded fittings/accessories for unplasticised Rigid PVC rain water pipes conforming to IS:13592 Type A including jointing with seal ring conforming to IS:5382 leaving 10mm gap for thermal expansion. 12.42.5.2. Bend 87 5 degree 12.42.5.2. 110 mm Bend

12.42.6. Shoe (Plain) 12.42.6.2. 110 mm Shoe

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.

12.43. Providing and fixing unplasticised-PVC pipe clips of approved design to unplasticised-PVC rain water pipes by means of 50x50x50 mm hard wood plugs, screwed with MS screws of required length including cutting brick work and fixing in cement mortar 1:4 (1 cement: 4 coarse sand) and making good the 12.43.2. 110 mm

12.22. 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 PVC sheet 1m x 1 m x 400 micron, finished with 12 mm cement plaster 1:3 (1 cement : 3 coarse sand) and a coat of neat cement,punning,rounding the edges and making and finishing the outlet complete.

18.8.3. 25mm dia nominal outer dia pipes

18.8.4. 32mm dia nominal outer dia pipes

Providing and fixing single equal plain junction of required degree with access door, insertion rubber washer 3 mm thick, bolts and nuts complete. 17.43.2.2. 75x75x75mm

INTERNAL RAIN WATER DRAINAGE WORK 19.2.1. Providing and laying cement concrete 1:5:10(1 cement : 5 coarse sand : 10 graded stone aggregate 20mm nominal size) around P.V.C Soll and waste pipe including bed concrete as per standard design(embedded in the flooring / ground) 110 mm dia.

12.41. Providing and fixing on wall face unplasticised-Rigid PVC rain water pipes conforming to IS: 13592 Type A including jointing with seal ring conforming to IS: 5382 leaving 10mm gap for thermal expansion. 12.41.2. 110 mm

Terrace and external work 18.12.7. 65mm dia nominal bore

18.12.8. 80mm dia nominal bore

Painting GI pipes and fittings with SYNTHETIC enamel paint over a ready mixed priming coat, both 18.38.2. 20mm dia nominal bore

18.38.3. 25mm dia nominal bore

18.38.4. 32mm dia nominal bore

12.42. Providing and fixing on wall face unplasticised PVC moulded fittings/accessories for unplasticised Rigid PVC rain water pipes conforming to IS:13592 Type A including jointing with seal ring conforming to IS:5382 leaving 10mm gap for thermal expansion. 12.42.5.2. Bend 87.5 degree 12.42.5.2. 110 mm Bend

18.38.6. 50mm dia nominal bore

Terrace and external work 18.40.7. 65mm dia nominal bore

18.40.8. 80mm dia nominal bore

Providing and fixing GI Union in GI pipes including cutting and threading the pipe and making long screws etc. complete (new work) 18.46.1. 15mm dia nominal bore

12.42.6. Shoe (Plain) 12.42.6.2. 110 mm Shoe

18.46.3. 25mm dia nominal bore

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.

12.43. Providing and fixing unplasticised-PVC pipe clips of approved design to Junplasticised-PVC rain water pipes by means of 50x50x50 mm hard wood plugs, screwed with MS screws of required length including cutting brick work and fixing in cement mortar 1:4 (1 cement 4 coarse sand) and making good the 12.43.2. 110 mm

12.22. 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 PVC sheet 1m x 1m x 400 micron, finished with 12 mm cement plaster 1:3 (1 cement : 3 coarse sand) and a coat of neat cement,punning,rounding the edges and making and finishing

18.46.7. 65mm dia nominal bore

INTERNAL WATER SUPPLY WORKS 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 1.00m 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 testiang of joints complete las per direction of Engineer in Charge. Concealed work including cutting chases and 18.8.2. 20mm dia nominal outer dia pipes

Providing and fixing GI pipes complete with GI fittings clamps, including cutting and Internal work-Exposed on wall 18.10.1. 15mm dia nominal bore

18.10.4. 32mm dia nominal bore

18.10.5. 40mm dia nominal bore

Terrace and external work 18.12.7. 65mm dia nominal bore

Providing and fixing GI Union in GI pipes including cutting and threading the pipe and making long screws etc. complete (new work) 18.46.1. 15mm dia nominal bor

18.46.2. 20mm dia nominal bore

Constructing masonry Chamber 60x60x75 cm inside, in brick work in 18.33.1. With common burnt clay F.P.S.(non modular) bricks of class designation 7.5

18.46.3. 25mm dia nominal bore

18.46.4. 32mm dia nominal bore

18.46.5. 40mm dia nominal bore

19.4. Providing and fixing square-mouth S.W. gully trap grade'A' complete with C.I. grating, brick masonry chamber with water tight C.I. cover with frame of 300 x300 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 19.4.2. 150 x 100 mm size P type 19.4.2.2. With Sewer bricks conforming to IS: 4885

18.46.6. 50mm dia nominal bore

18.17.3. 40mm dia nominal bor

INTERNAL SEWERAGE SYSTEM 2.10. Excavating trenches of required width for pipes, cables etc. including excavation for sockets and dressing of sides, ramming of bottoms, depth upto 1.5m including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20cm in depth including consolidating each deposited layer by ramming, watering etc. and disposing of surplus excavated soil as 2.10.1. All kinds of soil 2.10.1.2. Pipes, cables etc. exceeding 80mm dia but not

19.15. Providing M.S. foot rests including fixing in manholes with 20x20x10 cm cement concrete blocks 1:3:6 (1 cement:3 coarse sand :6 graded stone aggregate 20 mm nominal size) as per standard design 19.15.1. With 20x20 mm square bar

19.2. Providing and laying cement concrete 1:5:10 (1 cement: 5 coarse sand 10 graded stone aggregate 40mm nominal size) all round S.W. pipes including bed concrete as per standard design 19.2.1. 100mm dia SW pipe

19.6. Providing and laying Non pressure NP 2 class (light duty) RCC pipe with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1cement: 2 fine sand) including testing of joints letc. complete. 19.6.2. 150 mm. dia. RCC Pipes

19.3. Providing and laying cement concrete 1:5:10 (1 cement: 5 coarse sand 10 graded stone aggregate 40mm nominal size) upto the haunches of pipes including bed concrete as per standard design 19.3.2. 150 mm. dia. RCC Pipes

19.7. Constructing brick masonry manhole in cement mortar 1:4 (1 cement :4 coarse sand) RCC top slab with 1:2:4 mix (1 cement :2 coarse sand :4 graded stone aggregate 20mm nominal size), foundatio

n concrete 1:4:8 mix (1 cement :4 coarse sand :8 graded stone aggregate 40mm nominal size) inside plastering 12mm thick with cement mortar 1:3 (1 cement :3 coarse sand) finished with floating coat fo neat cement and making channels in cement concrete 1:2:4 (1 cement :2 coarse sand :4 graded stone aggregate 20mm nminal size) finished with a floating coat of neat cement 19.7.1. Inside size 90x80cms and 45cms deep including CI cover with frame (light duty) 455x610mm internal diamensions total weight of cover and frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15kg) 19.7.1.1. With FPS bricks of class designation 75 (i) For Sewer Line

19.15. Providing M.S. foot rests including fixing in manholes with 20x20x10 cm cement concrete blocks 1:3:6 (1 cement:3 coarse sand :6graded stone aggregate 20 mm nominal size) as per İstandard design 19.15.1. With 20x20 mm square bar

PRINCIPAL QUARTER SANITARY INSTALLATIONS & C.P FITTINGS 17.2. 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 with manually controlled device (handle lever), conforming to IS: 7231, Parryware/ Hindware/ Seabrid /Orient (Coral) with all fittings and fixtures complete including cutting and making good the walls and floors wherever required: 17.2.2. W.C. pan with ISI marked black solid plastic seat

17.7. Providing & fixing white vitreous china wash basin with C.I. brackets painted white, 15 mm C.P. brass pillar taps, C.P. brass chain with rubber plug, 32mm C.P. brass waste of standerd pattern including cutting & making loood the walls wherever required. 17.7.1. a)White Vitreous China Wash basin size 630x450 mm with a pair of 15 mm C.P. brass pillar taps

17.28. Providing and fixing P.V.C. waste pipe for sink or wash basin including P.V.C. waste fittings complete. 17.28.1. Semi rinid pine 17.28.1.1. 32 mm dia

17.22A. Providing and fixing CP Brass 32mm size Bottle Trap of approved quality & make and as per the direction of Engineer-in-charge.

17.5.2. Range of two half stall urinals with 5 litre P.V.C. automatic flushing cistern.

17.73. Providing and fixing PTMT towel rail complete with brackets fixed to wooden cleats with CP brass screws with concealed fittings arrangement of approved quality and colour. 17.73.1. 450 mm long towel rail with total length of 495 mm, 78 mm wide and effective height of 88 mm,

17.31. Providing and fixing 600x450mm bevelled edge mirror of superior glass (of approved quality) complete with 6mm thick hard board ground fixed to wooden cleats with C.P. brass Screws and

17.35.2.2. b) 75mm dia centrifugally cast iron S & S pipe.

18.10. Providing and fixing GI clamps, including cutting basin waste) 18.10.4. 32mm dia nominal bore

Providing Lead caulked joints to sand cast iron/centrifugally cast (spun) iron pipes & fitting of 17.58.1. a) 100mm

Providing & fixing M.S. holder bat clamps of approved design to sand cast iron/centrifugally cast (Spun) iron S & S pipe embeded in & including cement concrete blocks 10x10x10cm. of 1:2:4 mix (1 cement 2 coarse : 4 graded stone aggregate size). Including cost of cutting holes & making good the walls etc. 17.37.1. a) for 100mm dia pipe.

CP Brass fittings 18.21. Providing and fixing unplasticised PVC connection 18.21.2. 45 cm length 18.21.2.1. 15 mm nominal bore

18.53. Providing and fixing C.P. brass angle valve for basin mixer and gyser points of approved quality conforming to 18.53.1. a)15 mm nominal bore

17.22B. Providing and fixing CP Brass Single lever telephonic wall mixer of quality & make as approved 15 mm diameter

18.22. Providing and fixing C.P. brass shower rose with 15 18.22.2. 150 mm diameter

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

17.73. Providing and fixing PTMT towel rail complete with brackets fixed to wooden cleats with CP brass screws with concealed fittings arrangement of approved quality and colour. 17.73.1. 450 mm long towel rail with total length of 495 mm, 78 mm wide and effective height of 88 mm, weighing not less than 170 gms.

CT SOTL WASTE & VENT PTPES AND FITTINGS Providing & fixing soil, waste and vent pipes. 17.35.1.2. a) 100mm dia centrifugally cast iron S & S pipe.

18.10. Providing and fixing GI pipes complete with GI fittings and and clamps, including cutting and making good walls etc. (for wash basin waste) 18.10.4. 32mm dia nominal bore

18.10. Providing and fixing GI pipes complete with GI fittings and clamps, including cutting and making good walls etc. (for wash basin waste) 18.10.4. 32mm dia nominal bore

Providing & fixing M.S. holder bat clamps of approved design to sand cast iron/centrifugally cast (Spun) iron S & S pipe embeded in & including cement concrete blocks 10x10x10cm. of 1:2:4 mix (1 cement 2 coarse 4 graded stone aggregate size). Including cost of cutting holes & making good the walls etc. 17.37.1. a) for 100mm dia pipe.

Providing lead caulked joints to sand cast iron/centrifugally cast (spun) iron pipes & fitting of 17.58.1. a) 100mm

Providing and fixing single

Providing & fixing M.S. holder bat clamps of approved design to sand cast iron/centrifugally cast (Spun) iron S & S pipe embeded in & including cement concrete blocks 10x10x10cm. of 1:2:4 mix (1 cement 2 coarse : 4 graded stone aggregate size). Including cost of cutting holes & making good the walls etc. 17.37.1. a) for 100mm dia pine

17.60.2.1. a) 100mm inlet & 75mm outlet.

INTERNAL RAIN WATER DRAINAGE WORK 19.2.1. Providing and laying cement concrete 1:5:10(1 cement coarse sand : 10 graded stone aggregate 20mm nominal size) around P.V.C Soil and waste pipe including bed concrete as per standard design(embedded in the flooring / ground) 110 mm dia

17.37.2. b) for 75mm dia pipe

Providing & fixing cast iron coller 17.57.1.2. a) 100mm dia

17.57.2.2. b) 75mm dia

Providing and fixing trap of self cleansing design with screwed down or hinged grating with or without vent arm complete, including cost of cutting 17.60.1.1. a) 100mm inlet & 100mm outlet

INTERNAL WATER SUPPLY WORKS 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 1.00m 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 testiang of joints complete as per direction of Engineer in Charge. Concealed work including cutting chases and 18.8.2. 20mm dia nominal outer dia pipes

18.8.3. 25mm dia nominal outer dia pipes

17.60.2.1. a) 100mm inlet & 75mm outlet

Terrace and external work 18.12.7. 65mm dia nominal bore

18.12.8. 80mm dia nominal bore

Providing and fixing door plece, insertion rubber washer 3mm thick, bolts & nuts complete :( c.o.p.) 17.55.1.2. a) 100mm

Providing and fixing cast iron terminal guard. 17.56.1.2. 100 mm.

INTERNAL RATN WATER DRAINAGE WORK 19.2.1. Providing and laying cement concrete 1:5:10(1 cement : 5 coarse sand : 10 graded stone aggregate 20mm nominal size) around P.V.C Soil and waste pipe including bed concrete as per standard design(embedded in the flooring / ground) 110 mm dia

Terrace and external work 18.40.7. 65mm dia nominal bore

18.40.8. 80mm dia nominal bore

Providing and fixing GI Union in GI pipes including cutting and threading the pipe and making long screws etc. complete (new work) 18.46.1. 15mm dia nominal bore

12.42. Providing and fixing on wall face unplasticised PVC moulded fittings/accessories for unplasticised Rigid PVC rain water pipes conforming to IS:13592 Type A including jointing with seal ring conforming to IS:5382 leaving 10mm gap for thermal expansion. 12.42.5.2. Bend 87 5 degree 12.42.5.2. 110 mm Bend

12.42.6. Shoe (Plain) 12.42.6.2.110 mm Shoe

14.43. Providing and fixing unplasticised-PVC pipe clips of approved design to unplasticised-PVC rain water pipes by means of 50x50x50 mm hard wood plugs, screwed with MS screws of required length including cutting brick work and fixing in cement mortar 1:4 (1 cement : 4 coarse sand) and making good the 12.43.2. 110 mm

INTERNAL WATER SUPPLY WORKS Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings l/c fixing the pipe with clamps at 1.00m 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 testiang of joints complete Concealed work including cutting chases and making good the walls etc. 18.8.2. 20mm dia nominal outer dia pipes

18.8.3. 25mm dia nominal outer dia pipes

Internal work-Exposed on wall 18.10.2. 20mm dia nominal bore

18.12.8. 80mm dia nominal bore

Painting GI pipes and fittings with SYNTHETIC enamel paint over a ready mixed priming coat, both 18.38.2. 20mm dia nominal bore

18.38.3. 25mm dia nominal bore

18.38.5. 40mm dia nominal bore

18.40.8. 80mm dia nominal bore

18.18. Providing and fixing ball valve (brass) of approved quality, High or low pressure, with plastic floats complete : 18.18.3. 25 mm nominal bore

18.46.2. 20mm dia nominal bore

Providing and fixing GI Union in GI pipes including cutting and threading the pipe and making long screws etc. complete (new work) 18.46.1. 15mm dia nominal bore

18.17. Providing and fixing gun metal gate valve with wheel of approved quality. 18.17.1A. 20mm dia nominal bore

18.17.1. 25mm dia nominal bore

18.17.2. 32mm dia nominal bore

18.17.3. 40mm dia nominal bore

18.17.4. 50mm dia nominal bore

19.4. Providing and fixing square-mouth S.W. gully trap grade'A' complete with C.I. grating, brick masonry chamber with water tight C.I. cover with frame of 300 x300 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 19.4.2. 150 x 100 mm size P type 19.4.2.2. With Sewer bricks conforming to IS: 4885

18.46.6. 50mm dia nominal bore

INTERNAL SEWERAGE SYSTEM 2.10. Excavating trenches of required width for pipes, cables etc. including excavation for sockets and dressing of sides, ramming of bottoms, depth upto 1.5m including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20cm in depth including consolidating each deposited layer by 2.10.1. All kinds of soil 2.10.1.2. Pipes, cables etc. exceeding 80mm dia but not

19.1. Providing, laying and jointing glazed stoneware pipes grade 'A' with stiff mixture of cement mortar in the proportion of 1:1 (1 19.1.1. 100mm diameter

17.7. Providing & fixing white vitreous china wash basin with C.I. brackets painted white, 15 mm C.P. brass pillar taps, C.P. brass chain with rubber plug, 32mm C.P. brass waste of standerd pattern including cutting & making lgood the walls wherever required. 17.7.1. a)White Vitreous China Wash basin size 630x450 mm with a pair of 15 mm C.P. brass pillar taps

19.2. Providing and laying cement concrete 1:5:10 (1 cement: 5 coarse sand: 10 graded stone aggregate 40mm nominal size) all round S.W. pipes including bed concrete as per standard design 19.2.1. 100mm dia SW pine

19.6. Providing and laying Non pressure NP 2 class (light duty) RCC pipe with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1cement: 2 fine sand) including testing of joints letc. complete. 19.6.2. 150 mm. dia. RCC Pipes

17.31. Providing and fixing 600x450mm bevelled edge mirror of superior glass (of approved quality) complete with 6mm thick hard board ground fixed to wooden cleats with C.P. brass screws and

19.6. Providing and laying Non pressure NP 2 class (light duty) RCC pipe with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1cement

: 2 fine sand) including testing of joints letc, complete. 19.6.2. 150 mm dia RCC Pipes

19.3. Providing and laying cement concrete 1:5:10 (1 cement: 5 coarse sand: 10 graded stone aggregate 40mm nominal size) upto the haunches of pipes including bed concrete as per standard design 19.3.2. 150 mm dia RCC Pipes

17.7. Providing & fixing white vitreous china wash basin with C.I. brackets painted white, 15 mm C.P. brass pillar taps, C.P. brass chain with rubber plug, 32mm C.P. brass waste of standerd pattern including cutting & making lgood the walls wherever required. 17.7.1. a)White Vitreous China Wash basin size 630x450 mm with a pair of 15 mm C.P. brass pillar taps

17.28. Providing and fixing P.V.C. waste pipe for sink or wash basin including P.V.C. waste fittings complete. 17.28.1. Semi riaid nine 17.28.1.1. 32 mm dia

18.53. Providing and fixing C.P. brass angle valve for basin mixer and gyser points of approved quality conforming to 18.53.1. a) 15 mm nominal bore

17.22A. Providing and fixing CP Brass 32mm size Bottle Trap of approved quality & make and as per the direction of Engineer-in-charge.

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

17.73. Providing and fixing PTMT towel rail complete with brackets fixed to wooden cleats with CP brass screws with concealed fittings arrangement of approved quality and colour. 17.73.1. 450 mm long towel rail with total length of 495 mm, 78 mm wide and effective height of 88 mm,

17.31. Providing and fixing 600x450mm bevelled edge mirror of superior glass (of approved quality) complete with 6mm thick hard board ground fixed to wooden cleats with C.P. brass Screws and

19.4. Providing and fixing square-mouth S.W. gully trap grade'A' complete with C.I. grating, brick masonry chamber with water tight C.I. cover with frame of 300 x300 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 19.4.2. 150 x 100 mm size P type 19.4.2.2. With Sewer bricks conforming to IS: 4885

Providing and fixing single unequal junction of required degree with access door, insertion rubber washer 3 mm thick, bolts and nuts complete : 17.47.1.2. 100x100x75mm

Providing and fixing single

19.7. Constructing brick masonry manhole in cement mortar 1:4 (1 cement :4 coarse sand) RCC top slab with 1:2:4 mix (1 cement :2 coarse sand 4 graded stone aggregate 20mm nominal size), foundation concrete 1:4:8 mix (1 cement :4 coarse sand :8 graded stone aggregate 40mm nominal size) inside plastering 12mm thick with cement mortar 1:3 (1 cement :3 coarse sand) finished with floating coat fo neat cement and making channels in cement concrete 1:2:4 (1 cement :2 coarse sand :4 graded stone aggregate 19.7.1. Inside size 90x80cms and 45cms deep including CI cover with frame (light duty) 455x610mm internal diamensions total weight of cover and frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15kg). 19.7.1.1. With FPS bricks of class designation 75 (i) For Sewer Line

Providing and fixing door piece, insertion rubber washer 3mm thick, bolts & nuts complete :( c.o.p.) 17.55.1.2. a) 100mm

Providing and fixing cast iron terminal guard. 17.56.1.2. 100 mm

17.60.2.1. a) 100mm inlet & 75mm outlet.

INTERNAL RAIN WATER DRAINAGE WORK 19.2.1. Providing and laying cement concrete 1:5:10(1 cement coarse sand : 10 graded stone aggregate 20mm nominal size) around P.V.C Soil and waste pipe including bed concrete as per standard design(embedded in the flooring / ground) 110 mm dia

12.42. Providing and fixing on wall face unplasticised PVC moulded fittings/accessories for unplasticised Rigid PVC rain water pipes conforming to IS:13592 Type A including jointing with seal ring conforming to IS:5382 leaving 10mm gap for thermal expansion. 12.42.5.2. Bend 87 5 degree 12.42.5.2. 110 mm Bend

19.15. Providing M.S. foot rests including fixing in manholes with 20x20x10 cm cement concrete blocks 1:3:6 (1 cement:3 coarse sand :6graded stone aggregate 20 mm nominal size) as per standard design 19.15.1. With 20x20 mm square bar

TYPE 4 ( 1 NOS ) SANITARY INSTALLATIONS & CP FITTINGS 17.2. 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 with manually controlled device (handle lever), conforming to IS: 7231, Parryware/ Hindware/ Seabrid /Orient (Coral) with all fittings and fixtures complete including cutting and making good the walls and floors wherever required: 17.2.2. W.C. pan with ISI marked black solid plastic seat

17.57.2.2. b) 75mm dia

17.7. Providing & fixing white vitreous china wash basin with C.I. brackets painted white, 15 mm C.P. brass pillar taps, C.P. brass chain with rubber plug, 32mm C.P. brass waste of standerd pattern including cutting & making loood the walls wherever required. 17.7.1. a) White Vitreous China Wash basin size 630x450 mm with a pair of 15 mm C.P. brass pillar taps

18.8.3. 25mm dia nominal outer dia pipes

18.8.4. 32mm dia nominal outer dia pipes

17.28. Providing and fixing P.V.C. waste pipe for sink or wash basin including P.V.C. waste fittings complete. 17.28.1. Semi rigid nine 17.28.1.1. 32 mm dia

18.10.4. 32mm dia nominal bore

INTERNAL RAIN WATER DRAINAGE WORK 19.2.1. Providing and laying cement concrete 1:5:10(1 cement : 5 coarse sand : 10 graded stone aggregate 20mm nominal size) around P.V.C Soll and waste pipe including bed concrete as per standard design(embedded in the flooring / ground) 110 mm dia.

17.16A. Providing and fixing 8 mm dia C.P. / S.S. Jet with flexible tube upto 1 metre long with S.S. triangular plate to Eureopean & Wall moutain type W.C. of quality and make as approved by Engineer - in - charge.

18.12.8. 80mm dia nominal bore

Painting GI pipes and fittings with SYNTHETIC enamel paint over a ready mixed priming coat, both 18.38.2. 20mm dia nominal bore

Providing and fixing cast iron terminal guard. 17.56.1.2. 100 mm.

18.38.6. 50mm dia nominal bore

18.49. Providing and fixing C.P. brass bib cock of approved quality conforming to IS:8931 18.49.1. a)15 mm nominal bore

18.40.8. 80mm dia nominal bore

18.53. Providing and fixing C.P. brass angle valve for basin mixer and gyser points of approved quality conforming to 18.53.1. a)15 mm nominal bore

17.35.2.2. b) 75mm dia centrifugally cast iron S & S pipe.

CP Brass fittings 18.21. Providing and fixing unplasticised PVC connection 18.21.2. 45 cm length 18.21.2.1. 15 mm nominal bore

Providing Lead caulked joints to sand cast iron/centrifugally cast (spun) iron pipes & fitting of 17.58.1. a) 100mm

18.49. Providing and fixing C.P. brass bib cock of approved quality conforming to IS:8931 18.49.1. a)15 mm nominal bore

Providing & fixing M.S. holder bat clamps of approved design to sand cast iron/centrifugally cast (Spun) iron S & S pipe embeded in & including cement concrete blocks 10x10x10cm. of 1:2:4 mix (1 cement 2 coarse : 4 graded stone aggregate size). Including cost of cutting holes & making good the walls etc. 17.37.1. a) for 100mm dia pipe.

17.37.2. b) for 75mm dia pipe.

Providing & fixing cast iron coller 17.57.1.2. a) 100mm dia.

18.53. Providing and fixing C.P. brass angle valve for basin mixer and gyser points of approved quality conforming to 18.53.1. a) 15 mm nominal bore

Providing and fixing trap of self down or hinged grating with including cost of cutting 17.60.1.1. a) 100mm inlet & 100mm outlet.

17.60.2.1. a) 100mm inlet & 75mm outlet.

17.22B. Providing and fixing CP Brass Single lever telephonic wall mixer of quality & make as approved 15 mm diameter

18.22. Providing and fixing C.P. brass shower rose with 15 18.22.2. 150 mm diamete

18.10. Providing and fixing GI pipes complete with GI fittings and and clamps, including cutting and making good walls etc. (for wash basin waste) 18.10.4. 32mm dia nominal bore

Providing and fixing centrifugaly cast iron single 17.44.1.2. 100x100x100mm

18.52. Providing and fixing C.P. brass stop cock (concealed) of standard design and of approved make conforming to IS:8931: 18.52.1. 15mm nominal bore

Providing and fixing single

17.73. Providing and fixing PTMT towel rail complete with brackets fixed to wooden cleats with CP brass screws with concealed fittings arrangement of approved quality and colour. 17.73.1. 450 mm long towel rail with total length of 495 mm, 78 mm wide and effective height of 88 mm,

CI SOIL WASTE & VENT PIPES AND FITTINGS Providing & fixing soil, waste and vent pipes. 17.35.1.2. a) 100mm dia centrifugally cast iron S & S pipe.

Providing and fixing cast iron terminal guard. 17.56.1.2. 100 mm

17.60.2.1. a) 100mm inlet & 75mm outlet.

INTERNAL RAIN WATER DRAINAGE WORK 19.2.1. Providing and laying cement concrete 1:5:10(1 cement coarse sand : 10 graded stone aggregate 20mm nominal size) around P.V.C Soil and waste pipe including bed concrete as per standard design(embedded in the flooring / ground) 110 mm dia

17.37.2. b) for 75mm dia pipe

19.15. Providing M.S. foot rests including fixing in manholes with 20x20x10 cm cement concrete blocks 1:3:6 (1 cement:3 coarse sand :6graded stone aggregate 20 mm nominal size) as per standard design 19.15.1. With 20x20 mm square bar

TYPE 4 ( 1 NOS ) SANITARY INSTALLATIONS & CP FITTINGS 17.2. 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 with manually controlled device (handle lever), conforming to IS: 7231, Parryware/ Hindware/ Seabrid /Orient (Coral) with all fittings and fixtures complete including cutting and making good the walls and floors wherever required: 17.2.2. W.C. pan with ISI marked black solid plastic seat

17.57.2.2. b) 75mm dia

17.7. Providing & fixing white vitreous china wash basin with C.I. brackets painted white, 15 mm C.P. brass pillar taps, C.P. brass chain with rubber plug, 32mm C.P. brass waste of standerd pattern including cutting & making loood the walls wherever required. 17.7.1. a) White Vitreous China Wash basin size 630x450 mm with a pair of 15 mm C.P. brass pillar taps

18.10. Providing and fixing GI pipes complete with GI fittings and clamps, including cutting and making good walls etc. ( for wash basin waste) 18.10.4. 32mm dia nominal bore

18.8.4. 32mm dia nominal outer dia pipes

Providing & fixing M.S. holder bat clamps of approved design to sand cast iron/centrifugally cast (Spun) iron S & S pipe embeded in & including cement concrete blocks 10x10x10cm. of 1:2:4 mix (1 cement: 2 coarse 4 graded stone aggregate size). Including cost of cutting holes & making good the walls etc. 17.37.1. a) for 100mm dia pipe.

18.10.3. 25mm dia nominal bore

INTERNAL RAIN WATER DRAINAGE WORK 19.2.1. Providing and laying cement concrete 1:5:10(1 cement : 5 coarse sand : 10 graded stone aggregate 20mm nominal size) around P.V.C Soll and waste pipe including bed concrete as per standard design(embedded in the flooring / ground) 110 mm dia.

17.16A. Providing and fixing 8 mm dia C.P. / S.S. Jet with flexible tube upto 1 metre long with S.S. triangular plate to Eureopean & Wall moutain type W.C. of quality and make as approved by Engineer - in - charge.

18.12.8. 80mm dia nominal bore

Providing and fixing door plece, insertion rubber washer 3mm thick, bolts & nuts complete :( c.o.p.) 17.55.1.2. a) 100mm

18.38.3. 25mm dia nominal bore

Providing and fixing cast iron terminal guard. 17.56.1.2. 100 mm.

INTERNAL RATN WATER DRAINAGE WORK 19.2.1. Providing and laying cement concrete 1:5:10(1 cement : 5 coarse sand : 10 graded stone aggregate 20mm nominal size) around P.V.C Soil and waste pipe including bed concrete as per standard design(embedded in the flooring / ground) 110 mm dia

18.49. Providing and fixing C.P. brass bib cock of approved quality conforming to IS:8931 18.49.1. a)15 mm nominal bore

17.37.2. b) for 75mm dia pipe.

Providing and fixing GI Union in GI pipes including cutting and threading the pipe and making long screws etc. complete (new work) 18.46.1. 15mm dia nominal bore

Providing & fixing cast iron coller. 17.57.1.2. a) 100mm dia.

18.46.3. 25mm dia nominal bore

Concealed work including cutting chases and 18.8.2. 20mm dia nominal outer dia pipes

Internal work-Exposed on wall 18.10.1. 15mm dia nominal bore

Painting GI pipes and fittings with SYNTHETIC enamel paint over a ready mixed priming coat, both 18.38.1. 15mm dia nominal bore

18.38.2. 20mm dia nominal bore

18.38.4. 32mm dia nominal bore

Providing and fixing GI Union in GI pipes including cutting and threading the pipe and making long screws etc. complete (new work) 18.46.2. 20mm dia nominal bore

18.46.7. 65mm dia nominal bore

23.13. Providing and fixing suitable size threaded mild steel cap or spot welded 23.13.3. 200 mm dia

18.17.5. 65mm dia nominal bore

18.18. Providing and fixing ball valve (brass) of approved quality, High or low pressure, with plastic floats complete : 18.18.3. 25 mm nominal bore

INTERNAL RATN WATER DRAINAGE WORK 19.2.1. Providing and laying cement concrete 1:5:10(1 cement : 5 coarse sand : 10 graded stone aggregate 20mm nominal size) around P.V.C Soil and waste pipe including bed concrete as per standard design(embedded in the flooring / ground) 110 mm dia

12.42. Providing and fixing on wall face unplasticised PVC moulded fittings/accessories for unplasticised Rigid PVC rain water pipes conforming to IS:13592 Type A including jointing with seal ring conforming to IS:5382 leaving 10mm gap for thermal expansion. 12.42.5.2. Bend 87.5 degree 12.42.5.2. 110 mm Bend

INTERNAL WATER SUPPLY WORKS Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings /c fixing the pipe with clamps at 1.00m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases Concealed work including cutting chases and 18.8.2. 20mm dia nominal outer dia pipes

Internal work-Exposed on wall 18.10.1. 15mm dia nominal bore

18.10.2. 20mm dia nominal bore

Terrace and external work 18.40.7. 65mm dia nominal bore

Providing and fixing GI Union in GI pipes including cutting and threading the pipe and making long screws etc. complete (new work) 18.46.2. 20mm dia nominal bore

18.46.6. 50mm dia nominal bore

18.17.6. 80mm dia nominal bore

INTERNAL SEWERAGE SYSTEM 2.10. Excavating trenches of required width for pipes, cables etc. including excavation for sockets and dressing of sides, ramming of bottoms, depth upto 1.5m including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20cm in depth including consolidating each deposited layer by ramming, watering etc. and disposing of surplus excavated soil as directed, 2.10.1. All kinds of soil 2.10.1.2. Pipes, cables etc. exceeding 80mm dia but not

19.15. Providing M.S. foot rests including fixing in manholes with 20x20x10 cm cement concrete blocks 1:3:6 (1 cement:3 coarse sand :6 graded stone aggregate 20 mm nominal size) as per standard design 19.15.1. With 20x20 mm square bar

19.2. Providing and laying cement concrete 1:5:10 (1 cement: 5 coarse sand: 10 graded stone aggregate 40mm nominal size) all round S.W. pipes including bed concrete as per standard design 19.2.1. 100mm dia SW pine

19.6. Providing and laying Non pressure NP 2 class (light duty) RCC pipe with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1cement: 2 fine sand) including testing of joints etc. complete. 19.6.2. 150 mm dia RCC Pipes

19.3. Providing and laying cement concrete 1:5:10 (1 cement: 5 coarse sand 10 graded stone aggregate 40mm nominal size) upto the haunches of pipes including bed concrete as per standard design 19.3.2. 150 mm dia RCC Pipes

19.4. Providing and fixing square-mouth S.W. gully trap grade'A' complete with C.I. grating, brick masonry chamber with water tight C.I. cover with frame of 300 x300 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 19.4.2. 150 x 1

00 mm size P tvne 19.4.2.2. With Sewer bricks conforming to IS: 4885

19.3. Providing and laying cement concrete 1:5:10 (1 cement: 5 coarse sand: 10 graded stone aggregate 40mm nominal size) upto the haunches of pipes including bed concrete as per standard design 19.3.2. 150 mm dia RCC Pipes

17.16A. Providing and fixing 8 mm dia C.P. / S.S. Jet with flexible tube upto 1 metre long with S.S. triangular plate to Eureopean & Wall moutain type W.C. of quality and make as approved by Engineer charge.

17.28. Providing and fixing P.V.C. waste pipe for sink or wash basin including P.V.C. waste fittings complete. 17.28.1. Semi riaid nine 17.28.1.1. 32 mm dia

17.31. Providing and fixing 600x450mm bevelled edge mirror of superior glass (of approved quality) complete with 6mm thick hard board ground fixed to wooden cleats with C.P. brass screws and

17.22A. Providing and fixing CP Brass 32mm size Bottle Trap of approved quality & make and as per the direction of Engineer-in-charge.

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

17.73. Providing and fixing PTMT towel rail complete with brackets fixed to wooden cleats with CP brass screws with concealed fittings arrangement of approved quality and colour. 17.73.1. 450 mm long towel rail with total length of 495 mm, 78 mm wide and effective height of 88 mm,

CT SOTI WASTE & VENT PIPES AND FITTINGS Providing & fixing soil, waste and vent pipes. 17.35.1.2. a) 100mm dia centrifugally cast iron S & S pipe.

19.7. Constructing brick masonry manhole in cement mortar 1:4 (1 cement :4 coarse sand) RCC top slab with 1:2:4 mix (1 cement :2 coarse sand :4 graded stone aggregate 20mm nominal size), foundation concrete 1:4:8 mix (1 cement :4 coarse sand :8 graded stone aggregate 40mm nominal size) inside plastering 12mm thick with cement mortar 1:3 (1 cement :3 coarse sand) finished with floating coat fo neat cement and making channels in cement 19.7.1. Inside size 90x80cms and 45cms deep including CI cover with frame (light duty) 455x610mm internal diamensions total weight of cover and frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15kg) 19.7.1.1. With FPS bricks of class designation 75 (i) For Sewer Line

18.10. Providing and fixing GI clamps, including cutting basin waste) 18.10.4. 32mm dia nominal bore

Providing Lead caulked joints to sand cast iron/centrifugally cast (spun) iron pipes & fitting of 17.58.1. a) 100mm

Providing & fixing M.S. holder bat clamps of approved design to sand cast iron/centrifugally cast (Spun) iron S & S pipe embeded in & including cement concrete blocks 10x10x10cm. of 1:2:4 mix (1 cement 2 coarse : 4 graded stone aggregate size). Including cost of cutting holes & making good the walls etc. 17.37.1. a) for 100mm dia pipe.

Providing & fixing cast iron coller 17.57.1.2. a) 100mm dia.

17.57.2.2. b) 75mm dia.

Providing and fixing trap of self down or hinged grating with including cost of cutting 17.60.1.1. a) 100mm inlet & 100mm outlet.

17.60.2.1. a) 100mm inlet & 75mm outlet.

19.15. Providing M.S. foot rests including fixing in manholes with 20x20x10 cm cement concrete blocks 1:3:6 (1 cement:3 coarse sand :6graded stone aggregate 20 mm nominal size) as per Istandard design. 19.15.1. With 20x20 mm square bar

17.73. Providing and fixing PTMT towel rail complete with brackets fixed to wooden cleats with CP brass screws with concealed fittings arrangement of approved quality and colour. 450 mm long towel rail with total length of 495 mm, 78 mm wide and effective height of 88 mm, weighing not less than 170 gms.

18.22. Providing and fixing C.P. brass shower rose with 15 18.22.2. 150 mm diamete

18.10. Providing and fixing GI pipes complete with GI fittings and and clamps, including cutting and making good walls etc. (for wash basin waste) 18.10.4. 32mm dia nominal bore

TYPE 3 & DINING ( 2 NOS ) SANITARY INSTALLATIONS & CP FITTINGS 17.2. 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 with manually controlled device (handle lever), conforming to IS: 7231, Parryware/ Hindware/ Seabrid /Orient (Coral) with all fittings and fixtures complete including cutting and making good the walls and floors wherever required: 17.2.2. W.C. pan with ISI marked black solid plastic seat

17.7. Providing & fixing white vitreous china wash basin with C.I. brackets painted white, 15 mm C.P. brass pillar taps, C.P. brass chain with rubber plug, 32mm C.P. brass waste of standerd pattern including cutting & making loood the walls wherever required. 17.7.1. a)White Vitreous China Wash basin size 630x450 mm with a pair of 15 mm C.P. brass pillar taps

Providing and fixing single unequal junction of required degree with access door, insertion rubber washer 3 mm thick, bolts and nuts complete : 17.47.1.2. 100x100x75mm

Providing and fixing single

17.31. Providing and fixing 600x450mm bevelled edge mirror of superior glass (of approved quality) complete with 6mm thick hard board ground fixed to wooden cleats with C.P. brass Iscrews and

Providing and fixing trap of self cleansing design with screwed down or hinged grating with or without vent arm complete, including cost of cutting 17.60.1.1. a) 100mm inlet & 100mm outlet.

17.60.2.1. a) 100mm inlet & 75mm outlet.

INTERNAL RAIN WATER DRAINAGE WORK 19.2.1. Providing and laying cement concrete 1:5:10(1 cement coarse sand : 10 graded stone aggregate 20mm nominal size) around P.V.C Soil and waste pipe including bed concrete as per standard design(embedded in the flooring / ground) 110 mm dia

12.42. Providing and fixing on wall face unplasticised PVC moulded fittings/accessories for unplasticised Rigid PVC rain water pipes conforming to IS:13592 Type A including jointing with seal ring conforming to IS:5382 leaving 10mm gap for thermal expansion. 12.42.5.2. Bend 87 5 degree 12.42.5.2. 110 mm Bend

Providing & fixing cast iron coller 17.57.1.2. a) 100mm dia

17.57.2.2. b) 75mm dia

12.43. Providing and fixing unplasticised-PVC pipe clips of approved design to unplasticised-PVC rain water pipes by means of 50x50x50 mm hard wood plugs, screwed with MS screws of required length including cutting brick work and fixing in cement mortar 1:4 (1 cement: 4 coarse sand) and making good the 12.43.2. 110 mm

18.8.3. 25mm dia nominal outer dia pipes

18.8.4. 32mm dia nominal outer dia pipes

CP Brass fittings 18.21. Providing and fixing unplasticised PVC connection 18.21.2. 45 cm length 18.21.2.1. 15 mm nominal bore

18.10.4. 32mm dia nominal bore

18.10.5. 40mm dia nominal bore

Terrace and external work 18.12.7. 65mm dia nominal bore

Providing and fixing door plece, insertion rubber washer 3mm thick, bolts & nuts complete :( c.o.p.) 17.55.1.2. a) 100mm

Providing and fixing cast iron terminal guard. 17.56.1.2. 100 mm.

17.16A .Providing and fixing 8 mm dia C.P. / S.S. Jet with flexible tube upto 1 metre long with S.S. triangular plate to Eureopean & Wall moutain type W.C. of quality and make as approved by Engineer - in - charge.

18.49. Providing and fixing C.P. brass bib cock of approved quality conforming to IS:8931 18.49.1. a)15 mm nominal bore

17.37.2. b) for 75mm dia pipe.

18.53. Providing and fixing C.P. brass angle valve for basin mixer and gyser points of approved quality conforming to 18.53.1. a)15 mm nominal bore

18.49. Providing and fixing C.P. brass bib cock of approved quality conforming to IS:8931 18.49.1. a) 15 mm nominal bore

18.53. Providing and fixing C.P. brass angle valve for basin mixer and gyser points of approved quality conforming to 18.53.1. a) 15 mm nominal bore

17.22B. Providing and fixing CP Brass Single lever telephonic wall mixer of quality & make as approved 115 mm diameter

18.22. Providing and fixing C.P. brass shower rose with 15 18.22.2. 15 mm diameter

18.52. Providing and fixing C.P. brass stop cock (concealed) of standard design and of approved make conforming to IS:8931: 18.52.1. 15mm nominal bore

17.22A. Providing and fixing CP Brass 32mm size Bottle Trap of approved quality & make and as per the direction of Engineer-in-charge.

17.73. Providing and fixing PTMT towel rail complete with brackets fixed to wooden cleats with CP brass screws with concealed fittings arrangement of approved quality and colour. 17.73.1. 450 mm long towel rail with total length of 495 mm, 78 mm wide and effective height of 88 mm, weighing not less than 105 gms.

12.42. Providing and fixing on wall face unplasticised PVC moulded fittings/accessories for unplasticised Rigid PVC rain water pipes conforming to IS:13592 Type A including jointing with seal ring conforming to IS:5382 leaving 10mm gap for thermal expansion. 12.42.5.2. Bend 87.5 degree 12.42.5.2. 110 mm Bend

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 graded stone aggregate 20 mm nominal size), i/c necessary excavation, 18.37.1. With common burnt clay F.P.S.(non modular) bricks of class designation 7.5

18.46.3. 25mm dia nominal bore

CI SOIL WASTE & VENT PTPES AND FITTINGS Providing & fixing soil, waste and vent pipes. 17.35.1.2. a) 100mm dia centrifugally cast iron S & S pipe.

18.46.5. 40mm dia nominal bore

12.22. 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 PVC sheet 1m x 1m x 400 micron, finished with 12 mm cement plaster 1:3 (1 cement : 3 coarse sand) and a coat of neat cement,punning,rounding the edges and making and finishing

18.46.7. 65mm dia nominal bore

Providing lead caulked joints to sand cast iron/centrifugally cast (spun) iron pipes & fitting of 17.58.1. a) 100mm

Providing & fixing M.S. holder bat clamps of approved design to sand cast iron/centrifugally cast (Spun) Iron S & S pipe embeded in & including cement concrete blocks 10x10x10cm. of 1:2:4 mix (1 cement 2 coarse : 4 graded stone aggregate size). Including cost of cutting holes & making good the walls etc. 17.37.1. a) for 100mm dia pipe.

17.37.2. b) for 75mm dla pipe.

Providing and fixing single equal plain junction of required degree with access door, insertion rubber washer 3 mm thick, bolts and nuts complete. 17.43.1.2. 100x100x100mm

18.18. Providing and fixing ball valve (brass) of approved quality, High or low pressure, with plastic floats complete : 18.18.3. 25 mm nominal bore

INTERNAL RATN WATER DRAINAGE WORK 19.2.1. Providing and laying cement concrete 1:5:10(1 cement coarse sand : 10 graded stone aggregate 20mm nominal size) around P.V.C Soil and waste pipe including bed concrete as 110 mm dia

12.22. 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 PVC sheet 1m x 1m x 400 micron, finished with 12 mm cement plaster 1:3 (1 cement : coarse sand) and a coat of

12.42. Providing and fixing on wall face unplasticised PVC moulded fittings/accessories for unplasticised Rigid PVC rain water pipes conforming to IS:13592 Type A including jointing with seal ring conforming to IS:5382 leaving 10mm gap for thermal expansion. 12.42.5.2. Bend 87.5 degree 12.42.5.2. 110 mm Bend

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 graded stone aggregate 20 mm nominal size), i/c necessary excavation, 18.37.1. With common burnt clay F.P.S.(non modular) bricks of class designation 7.5

18.17.2. 32mm dia nominal bore

INTERNAL WATER SUPPLY WORKS 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 1.00m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases Concealed work including cutting chases and 18.8.2. 20mm dia nominal outer dia pipes

Internal work-Exposed on wall 18.10.2. 20mm dia nominal bore

19.4. Providing and fixing square-mouth S.W. gully trap grade'A' complete with C.I. grating, brick masonry chamber with water tight C.I. cover with frame of 300 x300 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 19.4.2. 150 x 100 mm size P type 19.4.2.2. With Sewer bricks conforming to IS: 4885

Providing and fixing C.l. dirt box strainer for bulk type water meter 18.61.1. 80 mm dia

18.17.3. 40mm dia nominal bor

Providing and fixing GI Union in GI pipes including cutting and threading the pipe and making long screws etc. complete (new work) 18.46.3. 25mm dia nominal bore

17.7. Providing & fixing white vitreous china wash basin with C.I. brackets painted white, 15 mm C.P. brass pillar taps, C.P. brass chain with rubber plug, 32mm C.P. brass waste of standerd pattern including cutting & making lgood the walls wherever required. 17.7.1. a)White Vitreous China Wash basin size 630x450 mm with a pair of 15 mm C.P. brass pillar taps

18.17.3. 140mm dia nominal bore

INTERNAL SEWERAGE SYSTEM 2.10. Excavating trenches of required width for pipes, cables etc. including excavation for sockets and dressing of sides, ramming of bottoms, depth upto 1.5m including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20cm in depth including consolidating each deposited layer by ramming, watering etc. and disposing of surplus excavated soil as directed. 2.10.1. All kinds of soil 2.10.1.2. Pipes, cables etc. exceeding 80mm dia but not

19.3. Providing and laying cement concrete 1:5:10 (1 cement: 5 coarse sand 10 graded stone aggregate 40mm nominal size) upto the haunches of pipes including bed concrete as per standard design 19.3.2. 150 mm dia RCC Pipes

SANITARY & PLUMBING WORKS WORKSHOP SANITARY INSTALLATIONS & CP FITTINGS 17.2. 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 with m

8.10. Providing and fixing stone slab table rubbed, edges rounded and polished of size 75x50cm deep and 1.8cm thick fixed in Urinal partitions by cutting a chase of appropriate width with chase cutter and embedding the stone in the chase with epoxy grout or with cement concrete 1:2:4 (1cement: 2coarse sand: 4graded stone 8.10.2. Granite Stone of approved shade

19.3. Providing and laying cement concrete 1:5:10 (1 cement: 5 coarse sand: 10 graded stone aggregate 40mm nominal size) upto the haunches of pipes including bed concrete as per standard design 19.3.2. 150 mm dia RCC Pipes

17.7. Providing & fixing white vitreous china wash basin with C.I. brackets painted white, 15 mm C.P. brass pillar taps, C.P. brass chain with rubber plug, 32mm C.P. brass waste of standerd pattern including cutting & making lgood the walls wherever required. 17.7.1. a)White Vitreous China Wash basin size 630x450 mm with a pair of 15 mm C.P. brass pillar taps

SANITARY INSTALLATIONS & CP FITTINGS 17.2. 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 with manually controlled device (handle lever), conforming to IS : 7231, Parryware/ Hindware/ Seabrid /Orient (Coral) with all fittings and fixtures complete including cutting and making good the walls and floors wherever 17.2.2. W.C. pan with ISI marked black solid plastic seat

18.53. Providing and fixing C.P. brass angle valve for basin mixer and gyser points of approved quality conforming to 18.53.1. a) 15 mm nominal bore

17.22A. Providing and fixing CP Brass 32mm size Bottle Trap of approved quality & make and as per the direction of Engineer-in-charge.

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

17.73. Providing and fixing PTMT towel rail complete with brackets fixed to wooden cleats with CP brass screws with concealed fittings arrangement of approved quality and colour. 17.73.1. 450 mm long towel rail with total length of 495 mm, 78 mm wide and effective height of 88 mm,

17.31. Providing and fixing 600x450mm bevelled edge mirror of superior glass (of approved quality) complete with 6mm thick hard board ground fixed to wooden cleats with C.P. brass Screws and

17.35.2.2. b) 75mm dia centrifugally cast iron S & S pipe.

CP Brass fittings 18.21. Providing and fixing unplasticised PVC connection 18.21.2. 45 cm length 18.21.2.1. 15 mm nominal bore

Providing Lead caulked joints to sand cast iron/centrifugally cast (spun) iron pipes & fitting of 17.58.1. a) 100mm

18.49. Providing and fixing C.P. brass bib cock of approved quality conforming to IS:8931 18.49.1. a)15 mm nominal bore

17.7. Providing & fixing white vitreous china wash basin with C.I. brackets painted white, 15 mm C.P. brass pillar taps, C.P. brass chain with rubber plug, 32mm C.P. brass waste of standerd pattern including cutting & making lgood the walls wherever required. 17.7.1. a)White Vitreous China Wash basin size 630x450 mm with a pair of 15 mm C.P. brass pillar taps

17.28. Providing and fixing P.V.C. waste pipe for sink or wash basin including P.V.C. waste fittings complete. 17.28.1. Semi riaid pipe 17.28.1.1. 32 mm dia

18.53. Providing and fixing C.P. brass angle valve for basin mixer and gyser points of approved quality conforming to 18.53.1. a) 15 mm nominal bore

Providing and fixing trap of self down or hinged grating with including cost of cutting 17.60.1.1. a) 100mm inlet & 100mm outlet.

17.60.2.1. a) 100mm inlet & 75mm outlet.

17.31. Providing and fixing 600x450mm bevelled edge mirror of superior glass (of approved quality) complete with 6mm thick hard board ground fixed to wooden cleats with C.P. brass Iscrews and

Providing and fixing plain bend of required degree. 17.39.1.2. a) 100mm

18.10. Providing and fixing GI pipes complete with GI fittings and and clamps, including cutting and making good walls etc. (for wash basin waste) 18.10.4. 32mm dia nominal bore

CP Brass fittings Providing and fixing unplasticised PVC connection 18 21 2. 45 cm length 18.21.2.1. 15 mm nominal bore

17.16A. Providing and fixing 8 mm dia C.P. / S.S. Jet with flexible tube upto 1 metre long with S.S. triangular plate to Eureopean & Wall moutain type W.C. of quality and make as approved by Engineer in - charge.

19.2. Providing and laying cement concrete 1:5:10 (1 cement: 5 coarse sand 10 graded stone aggregate 40mm nominal size) all round S.W. pipes including bed concrete as per standard design 19.2.1. 100mm dia SW pipe

19.7. Constructing brick masonry manhole in cement mortar 1:4 (1 cement :4 coarse sand) RCC top slab with 1:2:4 mix (1 cement :2 coarse sand :4 graded stone aggregate 20mm nominal size), foundation concrete

Providing and fixing door piece, insertion rubber washer 3mm thick, bolts & nuts complete :( c.o.p.) 17.55.1.2. a) 100mm

1:4:8 mix (1 cement :4 coarse sand :8 graded stone aggregate 40mm nominal size) inside plastering 12mm thick with cement mortar 1:3 (1 cement :3 coarse sand) finished with floating coat fo neat cement and making channels in cement concrete 1:2:4 (1 cement :2 coarse sand :4 graded stone aggregate 20mm nminal size) finished with a floating coat of neat cement 19.7.1. Inside size 90x80cms and 45cms deep including CI cover with frame (light duty) 455x610mm internal diamensions total weight of cover and frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15kg) 19.7.1.1. With FPS bricks of class designation 75 (i) For Sewer Line

Providing and fixing trap of self cleansing design with screwed down or hinged grating with or without vent arm complete, including cost of cutting 17.60.1.1. a) 100mm inlet & 100mm outlet.

19.15. Providing M.S. foot rests including fixing in manholes with 20x20x10 cm cement concrete blocks 1:3:6 (1 cement: 3 coarse sand :6graded stone aggregate 20 mm nominal size) as per standard design 19.15.1. With 20x20 mm square bar

TYPE 2 ( 1NOS ) SANITARY INSTALLATIONS & C.P FITTINGS 17.2. 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 with manually controlled device (handle lever), conforming to IS : 7231, Parryware/ Hindware/ Seabrid /Orient (Coral) with all fittings and fixtures complete including cutting and making good the walls and floors 17.2.2. W.C. pan with ISI marked black solid plastic seat

17.7. Providing & fixing white vitreous china wash basin with C.I. brackets painted white, 15 mm C.P. brass pillar taps, C.P. brass chain with rubber plug, 32mm C.P. brass waste of standerd pattern including cutting & making good the walls wherever required. 17.7.1. a)White Vitreous China Wash basin size 630x450 mm with a pair of 15 mm C.P. brass pillar taps

19.15. Providing M.S. foot rests including fixing in manholes with 20x20x10 cm cement concrete blocks 1:3:6 (1 cement:3 coarse sand :6graded stone aggregate 20 mm nominal size) as per standard design 19.15.1. With 20x20 mm square bar

TYPE 4 ( 1 NOS ) SANITARY INSTALLATIONS & CP FITTINGS 17.2. 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 with manually controlled device (handle lever), conforming to IS: 7231, Parryware/ Hindware/ Seabrid /Orient (Coral) with all fittings and fixtures complete including cutting and making good the walls and floors wherever required: 17.2.2. W.C. pan with ISI marked black solid plastic seat

17.28. Providing and fixing P.V.C. waste pipe for sink or wash basin including P.V.C. waste fittings complete. 17.28.1. Semi riaid nine 17.28.1.1. 32 mm dia

12.43. Providing and fixing unplasticised-PVC pipe clips of approved design to unplasticised-PVC rain water pipes by means of 50x50x50 mm hard wood plugs, screwed with MS screws of required length including cutting brick work and fixing in cement mortar 1:4 (1 cement: 4 coarse sand) and making good the 12.43.2. 110 mm

CP Brass fittings 18.21. Providing and fixing unplasticised PVC connection 18.21.2. 45 cm length 18.21.2.1. 15 mm nominal bore

17.16A. Providing and fixing 8 mm dia C.P. / S.S. Jet with flexible tube upto 1 metre long with S.S. triangular plate to Eureopean & Wall moutain type W.C. of quality and make as approved by Engineer - in - charge.

18.22. Providing and fixing C.P. brass shower rose with 15 18.22.2. 150 mm diameter

INTERNAL RAIN WATER DRAINAGE WORK 19.2.1. Providing and laying cement concrete 1:5:10(1 cement : 5 coarse sand : 10 graded stone aggregate 20mm nominal size) around P.V.C Soll and waste pipe including bed concrete as per standard design(embedded in the flooring / ground) 110 mm dia.

Terrace and external work 18.12.7. 65mm dia nominal bore

Providing and fixing door plece, insertion rubber washer 3mm thick, bolts & nuts complete :( c.o.p.) 17.55.1.2. a) 100mm

Providing and fixing cast iron terminal guard. 17.56.1.2. 100 mm.

18.38.6. 50mm dia nominal bore

Terrace and external work 18.40.7. 65mm dia nominal bore

18.40.8. 80mm dia nominal bore

18.53. Providing and fixing C.P. brass angle valve for basin mixer and gyser points of approved quality conforming to 18.53.1. a)15 mm nominal bore

18.52. Providing and fixing C.P. brass stop cock (concealed) of standard design and of approved make conforming to IS:8931: 18.52.1. 15mm nominal bore

18.46.3. 25mm dia nominal bore

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.

Concealed work including cutting chases and 18.8.2. 20mm dia nominal outer dia pipes

CI SOIL WASTE & VENT PIPES AND FITTINGS Providing & fixing soil, waste and vent pipes. 17.35.1.2. a) 100mm dia centrifugally cast iron S & S pipe.

18.10. Providing and fixing GI pipes complete with GI fittings and clamps, including cutting and making good walls etc. (for wash basin waste) 18.10.4. 32mm dia nominal bore

Providing lead caulked joints to sand cast iron/centrifugally cast (spun) iron pipes & fitting of 17.58.1. a) 100mm

Providing and fixing trap of self cleansing design with screwed down or hinged grating with or without vent arm complete, including cost of cutting 17.60.1.1. a) 100mm Inlet & 100mm outlet.

Providing and fixing single unequal junction of required degree with access door, insertion rubber washer 3 mm thick, bolts and nuts complete: 17.47.1.2. 100x100x75mm

Providing and fixing door piece, insertion rubber washer 3mm thick, bolts & nuts complete :( c.o.p.) 17.55.1.2. la) 100mm

INTERNAL RATN WATER DRAINAGE WORK 19.2.1. Providing and laying cement concrete 1:5:10(1 cement coarse sand : 10 graded stone aggregate 20mm nominal size) around P.V.C Soil and waste pipe including bed concrete as per standard design(embedded in the flooring / ground) 110 mm dia

12.22. 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 PVC sheet 1m x 1m x 400 micron, finished with 12 mm

INTERNAL WATER SUPPLY WORKS 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 1.00m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases Concealed work including cutting chases and 18.8.2. 20mm dia nominal outer dia pipes

18.8.4. 32mm dia nominal outer dia pipes

Providing and fixing GI pipes complete with GI fittings and clamps, including cutting and Internal work-Exposed on wall 18.10.1. 15mm dia nominal bore

18.10.3. 125mm dia nominal bore

18.10.5. 140mm dia nominal bore

18.10.6. 150mm dia nominal bore

18.12.8. 80mm dla nominal bore

18.38.3. 125mm dia nominal bore

Terrace and external work 18.40.7. 65mm dla nominal bore

18.46.2. 120mm dia nominal bore

18.46.3. 125mm dia nominal bore

INTERNAL SEWERAGE SYSTEM 2.10. Excavating trenches of required width for pipes, cables etc. including excavation for sockets and dressing of sides, ramming of bottoms, depth upto 1.5m including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20cm in depth including consolidating each deposited layer by ramming, watering etc. and disposing of surplus excavated soil as directed. 2.10.1. All kinds of soll 2.10.1.2. Pipes, cables etc. exceeding 80mm dia but not

19.3. Providing and laying cement concrete 1:5:10 (1 cement: 5 coarse sand: 10 graded stone aggregate 40mm nominal size) upto the haunches of pipes including bed concrete as per standard design 19.3.2. 150 mm. dia RCC Pipes

19.4. Providing and fixing square-mouth S.W. gully trap grade'A' complete with C.I. grating, brick masonry chamber with water tight C.I. cover with frame of 300 x300 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 19.4.2. 150 x 100 mm size P type 19.4.2.2. With Sewer bricks conforming to IS: 4885

19.7. Constructing brick masonry manhole in cement mortar 1:4 (1 cement :4 coarse sand) RCC top slab with 1:2:4 mix (1 cement :2 coarse sand :4 graded stone aggregate 20mm nominal size), foundation concrete 1:4:8 mix (1 cement :4 coarse sand :8 graded stone aggregate 40mm nominal size) inside plastering 12mm thick with cement mortar 1:3 (1 cement :3 coarse sand) finished with floating coat fo neat cement and making channels in cement 19.7.1. Inside size 90x80cms and 45cms deep including CI cover with frame (light duty) 455x610mm internal diamensions total weight of cover and frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15kg) 19.7.1.1. With FPS bricks of class designation 75 (i) For Sewer Line

19.3. Providing and laying cement concrete 1:5:10 (1 cement: 5 coarse sand: 10 graded stone aggregate 40mm nominal size) upto the haunches of pipes including bed concrete as per standard design 19.3.2. 150 mm. dia RCC Pipes

19.15. Providing M.S. foot rests including fixing in manholes with 20x20x10 cm cement concrete blocks 1:3:6 (1 cement: 3 coarse sand :6graded stone aggregate 20 mm nominal size) as per standard design 19.15.1. With 20x20 mm square bar

ELECTRICAL WORK Wiring for light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable in surface / recessed medium class PVC conduit, with modular switch, modular plate, suitable GI box and earthing the point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable etc. as required.(GROUP C)

Wiring for group controlled (looped) light point/fan point/exhaust fan point/ call bell point ( without independent switch etc.) with 1.5 sq. mm FRLS PVC insulated copper conductor single core cable in surface/ recessed PVC conduit, and earthing the point with 1.5 sq. mm FRLS PVC insulated copper conductor single core cable etc. as required. 1.14.1 Group C

Wiring for circuit/ submain wiring alongwith earth wire with the following sizes of FRLS PVC insulated copper conductor, single core cable in surface/ recessed pvc conduit as required. 2 X 1.5 sq. mm + 1 X 1.5 sq. mm earth wire

2 X 2.5 sq. mm + 1 X 2.5 sq. mm earth wire

2 X 4 sq. mm + 1 X 4 sq. mm earth wire

2 X 6 sq. mm + 1 X 6 sq. mm earth wire

2 X 10 sq. mm + 1 X 6 sq.

mm earth wire

2 X 16 sq. mm + 1 X 6 sq. mm earth wire

4 X 6 sq. mm + 2 X 6 sq. mm earth wire

4 X 10 sq. mm + 2 X 6 sq. mm earth wire

4 X 16 sq. mm + 2 X 6 sq. mm earth wire

Supplying and fixing suitable size GI box with modular plate and cover in front on surface or in recess, including providing and fixing 3 pin 5/6 A modular socket outlet and 5/6 A modular switch, connections etc. as required.

Supplying and fixing suitable size GI box with modular plate and cover in front on surface or in recess, including providing and fixing 6 pin 5/6 & 15/16 A modular socket outlet and 15/16 A modular switch, connections etc. as required.

Supplying and fixing 20 A, 240 V, SPN Industrial type socket outlet, with 2 pole and earth, metal enclosed plug top alongwith 20 A "C" curve, SP, MCB, in sheet steel enclosure, on surface or in recess, with chained metal cover for the socket out let and complete with connections, testing and commissioning etc. as required.

Supplying and fixing 30 amps, 415 volts, TPN industrial type, socket outlet, with 4 pole and earth, metal enclosed plug top along with 30 amps "C" curve, TPMCB, in sheet steel enclosure, on surface or in recess, with chained metal cover for the socket out let and complete with connections, testing and commissioning etc. as required.

Supplying and fixing of following sizes of steel conduit along with accessories in surface/recess including painting in case of surface conduit, or cutting the wall and making good the same in case of recessed conduit as required. 25mm dia conduit

32mm dia conduit

Supplying and fixing of following sizes of medium class PVC conduit along with accessories in surface/recess including cutting the wall and making good the same in case of recessed conduit as required. 20mm dia conduit

25mm dia conduit

Supplying and fixing call bell/ buzzer suitable for single phase, 230 V, complete as required.

Telephone wire Supplying and drawing following pair 0.5 mm dia FRLS PVC insulated annealed copper conductor, unarmored telephone cable in the existing surface/ recessed steel/ PVC conduit as required. 2 Pair

Supplying and drawing co-axial TV cable RG-6 grade, 0.7 mm solid copper conductor PE insulated, shielded with fine tinned copper braid and protected with PVC sheath in the existing surface/ recessed steel/ PVC conduit as required.

Extra Modular switch/socket outlet Supplying and fixing following modular switch/ socket on the existing modular plate & switch box including connections but excluding modular plate etc. as required. 5/6 A switch

2 way 5/6 A switch

15/16 A switch

3 pin 5/6 A socket outlet

6 pin 15/16 A socket outlet

Telephone socket outlet

TV antenna socket outlet

Providing, laying, connecting and testing of multi-core telephone armoured cable of conductor size 0.63mm dia annealed copper conductor PVC insulated PVC sheathed jelly filled (as per DOT specification) cable along wall or ceiling or through existing pipe. 20 Pair telephone cable

10 Pair telephone cable

100 Pair telephone cable

Providing, fixing connecting and testing of under noted size of solderless telephone tag block Krone make in surface/recess in wall required size of M.S. box with hinged lockable cover duly stove enamel painted. 10 pair tag block

20 pair tag block

100 pair tag block

Extra GI box along with modular base and cover plate Supplying and fixing following size/modules, GI box along with modular base and cover plate for modular switches in recess etc. as required. 1 or 2 Module (75mm x 75mm)

3 Module (100mmX75mm)

4 Module (125mmX75mm)

6 Module (200mmX75mm)

8 Module (125mmX125mm)

12 Module (200mmX150mm)

Supplying and fixing modular blanking plate on the existing modular plate & switch box excluding modular plate as required.

Supplying,installation,testing and commissioning of Passive Infrared(PIR) technology based occupancy sensor with day light dimming(lighting level shall be regulated as per availability of natural day light in an area along with occupancy detection.) having high preformance, regulating programmable type, suitable for connected load upto 10Amp , for mounting height up to 2.8 mtr and for 5 m diameter coverage area along with necessary fixing arrangements i/c programming at site etc. complete as required.

MR- Supply and fixing of recess/ Surface/ Pendent mounting round 6 Watt 8 Watt LED

MR- SITC of LED Wall bracket Luminaire with E27 base lamp holder suitable for LED bulb of wattage 12W with

MR- Supply and fixing of recess/ Surface/ Pendent mounting round 10 to 15 Watt LED

MR- Supply and fixing of recess mounting round 15 to 18 Watt LED Down Lighter having For Double height

MR- Supply and fixing of recess/surface mounting round 24 Watt to 32 Watt LED Down Lighter having Powder coated die cast aluminium 2'X2' Square Fittings

MR- Supply and fixing of 36 Watt to 46 Watt indoor Recess mounting LED Square Fitting for Armstrong LED Tube Ligh

MR- Supply and fixing of LED Tube Light with batten suitable for up to 1 X 22 watt LED tube light fitting including tube on Surface complete in all

MR- Supply and fixing of LED Tube Light with batten suitable for up to 2 X 22 watt LED tube light fitting including tube on Surface complete in all

MR- Supply and fixing of water tight oblong 10 Watt LED bulkhead luminaire with driver set confirming to IP 65 and above Protection. complete in

MR- Supply and fixing of Single LED light wall bracket 3 to 6 Watt on matching M.D.F.E.G Board base etc. complete in all respect.

MR- Supply and fixing of 3 Watt LED Path / Walkover luminaire having powder cotated die cast aluminium body with drive set. Confirming to IP

MR- Supply and fixing of factory wired integral LED flood light luminaires with die cast

MR- Supply and fixingof Mirror Wall Light oblong 10 Watt LED luminaire with driver set

MR- Supply, installation, connecting, testing and commissioning of illuminated exit sign with 1 x6 watt LED lamp including providing maintenance free batteries & charger capable of working for 2 hr

MR- Supply & installation LED cove strip 5 Meter length similar to philips Cat No. LED Strip

Supply, Installation, Testing and Commissioning of 1200 mm sweep, BEE 5 star rated, ceiling fan with Brush Less Direct Current (BLDC) Motor, class of insulation: B, 3 nos. blades, 30 cm long down rod, 2 nos. canopies, shackle kit, safety rope, copper winding. Power Factor not less than 0.9. Service

MR- Supplying, erection, connecting, testing and commissioning of 750 mm wall circulating

MR- Supplying, erection, connecting, testing and commissioning of 400 mm wall fan

MR- Supplying, erection, connecting, testing and commissioning of following size exhaust fan complete a. 380mm 900 RPM

b. 450mm 900 RPM

MR- Supply and fixing of single unit LED aviation

MR- Erection and testing of ceiling fan and regulator for room height upto 3.5 metres including supply of

MR- Add extra to item (1116) for 15cm or part thereof

MR- Erection and testing of exhaust fan on the existing

MR- Making hole in the wall for exhaust fan and finishing

MR- Supply and fixing exagonal/Round G.P.fan box of approved make made up of 1.0 mm thick ISI Marked G.P.sheet spot welded Four to Eight holes of 25.4 mm for pipe entry of the box. Holes should be semi- shuttered type with 0.5 mm G.P. Sheet made upper & lower cover duly screwed fitted with 300 mm round zink coted M.S Bar X 12 mm & brand

MR- Supplying and fixing M.S. box with Phenolic laminate plate 4-way splitter box for TV

MR- Supplying and fixing of 450 x 450 x 150 M.S. box with Phenolic laminate plate of 16 SWG M.S. Sheet with hinged door cover for mounting TV amplifier including

SUBHEAD-III: M.V. PANELS/ DISTRIBUTION BOARD Supplying and fixing following way, single pole DSR-2022- and neutral, sheet steel, MCB distribution board, 240 V, on surface/ recess, complete 6 way, Double door 2.3.1. 6 way, Double door

2.3.2. 8 way, Double door

2.3.3. 12 way, Double door

Supplying and fix

ing of following ways,horizontal type three pole and neutral, sheet steel, MCB distribution board, 415 V, on 2.4.3. 8 way Double door

VTPN DB Supplying and fixing of following ways surface/ recess mounting, vertical type, 415 V, TPN MCCB distribution board of sheet steel, dust protected, duly powder painted, inclusive of 200 A tinned copper bus bar, common neutral link, earth bar, din bar for mounting MCBs 2.5.3. 12 way Double door

2.17. Supplying and fixing TP sheet steel enclosure on surface/ recess along with 16/25/32 A 415 V "C" curve TP MCB complete with connections, testing and commissioning etc. as

2.11. Supplying and fixing single pole blanking plate in the existing MCB DB complete etc. as required.

DP MCB as DB I/c Supplying and fixing following rating, double pole, 240 V, isolator in the existing MCB DB complete with connections, testing and commissioning etc. as 2.12.1. 40 amps

FP MCB as DB I/c Supplying and fixing following rating, four pole, 415 V, isolator in the existing MCB DB complete with connections, testing and commissioning etc. as required. 2.13.2. 63 A

2.2. Providing and fixing following rating and breaking capacity and pole MCCB with thermomagnetic release and terminal spreaders in existing cubicle panel board including drilling holes in cubicle panel, making connections, etc. as required. 2.2.1. S & F 100 amp. FP MCCB (16KA) Thermal Magnetic

Supplying and fixing 5 A to 32 A rating, 240/415 V, 10 KA, "C" curve, miniature circuit breaker suitable for inductive load of following poles in the 2.10.1. Single pole

2.10.4. Triple pole

2.14. Supplying and fixing following rating, double pole, (single phase and neutral), 240 V, residual current circuit breaker (RCCB), having a sensitivity current 30 mA in the existing MCB DB 2.14.1. 25 A

Supplying and fixing following rating, four pole, (three phase and neutral), 415 volts, residual current circuit 2.15.1. 25 A

54.01. Panel Specification as stated above (ACADEMIC 10 Nos. 63 Amps. FP MCCB (25KA)

54.02. Panel Specification as stated above (WORKSHOP 3 Nos. 63 Amps. FP MCB (25KA)

54.03. Panel Specification as stated above (TYPE 4 LIGHT & 6 Nos 63Amp. FP MCB (25 KA)

54.04. Panel Specification as stated above (TYPE-3 LIGHT & 4 Nos 63 Amp. FP MCB (25 KA)

SUBHEAD-VI: EARTHING 5.4. Earthing with G.I. earth plate 600 mm X 600 mm X 6 mm thick including accessories, and providing masonry enclosure with cover plate having locking arrangement and watering pipe of 2.7 metre long etc.

5.6. Earthing with copper earth plate 600 mm X 600 mm X 3 mm thick including accessories,

MR- Supply and burring of Safe Earthing Electrode T-19 (Hot Dip Galvanized), Length up to 2000mm, outer pipe 50mm, inner pipe 25, terminal Dia 12 mm, outer GI pipe of 16 swg and inner GI pipe of 12 swg with Hot Dip Galvanization up to 100 micron filled with

5.15. Providing and fixing 25 mm X 5 mm G.I. strip on surface or in recess for connections

5.12. Providing and fixing 25 mm X 5 mm copper strip on surface or in recess for connections

5.10. Providing and fixing 25 mm X 5 mm copper strip in 40 mm dia G.I. pipe from earth electrode

5.11. Providing and fixing 25 mm X 5 mm G.I. strip in 40 mm dia G.I. pipe from earth

5.12. Providing and laying earth connection from earth electrode with 6 SWG dia G.I. Wire in 15 mm dia G.I. pipe from earth electrode including connection with G.I. thimble excavation and re-filling as required.

SUB-HEAD -V: LIGHTNING PROTECTION SYSTEM 5.4. Earthing with G.I. earth plate 600 mm X 600 mm X 6 mm thick including accessories, and providing masonry enclosure with cover plate having locking arrangement and watering pipe of 2.7 metre long etc. with charcoal/ coke and salt as required.

6.7. Providing and fixing G.I. tape 20 mm X 3 mm thick on parapet or surface of wall for lightning conductor complete as required. (For horizontal run)

6.2. Providing and fixing of lightning conductor finial, made of 25 mm dia 300 mm long, G.I. tube, having single prong at top, with 85 mm dia 6 mm thick G.I. base plate including holes etc. complete as required.

6.8. Providing and fixing G.I. tape 20 mm X 3 mm thick on parapet or on surface of wall for lightning conductor complete as required. (For vertical run)

6.14. Supply and lying of 32mm x 6 mm G.I. strip from earth electrode directly in the ground as required complete in all respect.

6.12. Providing and fixing testing joint, made of 20 mm X 3 mm thick G.I. strip, 125 mm long, with 4 Nos. of G.I.

17.2.3. Supplying, installation, testing & commissioning of repeater panel wih 320 character/ Touch screen LCD display with inbuilt reset, acknowledge and silence switches complete as required.

17.2.4. Supplying, installation, testing & commissioning of intelligent analog addressable photothermal detector complete with mounting base complete as required.

17.2.5. Supplying, installation, testing & commissioning of response surface/recessed MS Box having two LED, metallic cover complete with all connections etc as required.

17.2.6. Supplying, installation, testing & commisssioning of intelligent addressable programmable sounder complete as required.

17.2.7. Supplying, installation, testing & commissioning of fault isolator complete with base as required.

17.2.9. Supplying, installation, testing & commissioning of intelligent addressable thermal detector with rate of rise cum fixed tempreature thermistor complete with base as required.

17.2.10. Supplying, installation, testing & commissioning of addressable fire control module complete as required. (For automatic door closers, elevator controls, fire suppression systems, smoke ejectors etc)

MR- Supplying, installation, testing & commissioning of addressable fire monitor module complete as required.

17.2.11. Supplying, instamation, testing & commissioning of addressable phone control module complete as required.

17.2.12. Supplying, installation, testing & commissioning of addressable beam detector with short circuit isolator (inbuilt or seperate) complete with emitter and receiver including connections with remote test features etc complete as required.

17.2.13. Supplying, installation, testing & commissioning of intelligent addressable duct detector including suitable Photo detector complete with base as required.

17.2.14. Supplying, installation, testing & commissioning of addressable manual call point complete as required.

17.2.15. Supplying, installation, testing & commissioning of addressable horn cum strobe complete as required.

17.2.17. Supplying, installation, testing & commissioning of fire fighter telephone handset complete as required.

17.2.19. Supplying, installation, testing & commissioning of fire fighter phone jack complete as required.

17.3. PUBLIC ADDRESS SYSTEM 17.3.1. Supplying, installation, testing & commissioning of 6 zone, voice alarm controller with USB, MP3 player (including 6 zone button paging station) with seamless integration fac

ility with main fire alarm panel for voice evacuation complete as required.

17.3.2. Supplying, installation, testing & commissioning of 1.5/3/6W ceiling speaker complete as required.

17.3.3. Supplying, installation, testing & commissioning of 1.5/3/6W metal box ceiling/wall speakers complete as required.

17.3.4. Supplying, installation, testing & commissioning of ceiling/wall mounted loud speaker, 3/1.5 Watt in ABS enclosure complete as required.

17.3.5. Supplying, installation, testing & commissioning of 6 inches dia, 2 watts, 70/100 volts ceiling speaker complete as required.

17.3.7. Supplying, installation, testing & commissioning of digital audio amplifier 75 Watt, 25V rms operating at 240 Volt AC Supply complete as required.

17.3.9. Supplying, installation, testing & commissioning of Voice command keypad 6 zone, with microphone assembly complete as required.

17.5. Cabling and Wiring 17.5.1. Supplying & laying of 2x1.5 sqmm fire survival armoured cable, 600/1000V rated with annealed copper conductor having glass mica fire barrier tape covered by an extruded layer of Cross Linkable Ethylene Propylene Rubber (EPR) insulation and LSZH inner bedding, steel wire armouring & LSZH outer sheath complete as required.

17.5.2. Supplying & laying of 2x1.5 sqmm fire alarm armoured cable, 600/1000V rated with annealed copper conductor having XLPE insulation, steel wire armouring & FRLS outer sheath complete as required.

17.5.3. Supplying and drawing of cable Fire Retardant PVC insulated copper conductor cable in the existing surface / recessed steel conduit of following pairs, cores and size including connections and interconnections etc. as required. 17.5.3.1. speaker cable Single pair, 2-core, 1.5 sqmm

17.2.15. Supplying, installation, testing & commissioning of addressable horn cum strobe complete as required.

17.2.17. Supplying, installation, testing & commissioning of fire fighter telephone handset complete as required.

17.2.19. Supplying, installation, testing & commissioning of fire fighter phone jack complete as required.

17.3. PUBLIC ADDRESS SYSTEM 17.3.1. Supplying, installation, testing & commissioning of 6 zone, voice alarm controller with USB, MP3 player (including 6 zone button paging station) with seamless integration fac

ility with main fire alarm panel for voice evacuation complete as required.

17.3.2. Supplying, installation, testing & commissioning of 1.5/3/6W ceiling speaker complete as required.

17.3.3. Supplying, installation, testing & commissioning of 1.5/3/6W metal box ceiling/wall speakers complete as required.

17.3.4. Supplying, installation, testing & commissioning of ceiling/wall mounted loud speaker, 3/1.5 Watt in ABS enclosure complete as required.

17.3.5. Supplying, installation, testing & commissioning of 6 inches dia, 2 watts, 70/100 volts ceiling speaker complete as required.

17.3.7. Supplying, installation, testing & commissioning of digital audio amplifier 75 Watt, 25V rms operating at 240 Volt AC Supply complete as required.

17.5.4. Supplying and fixing 25 mm dia MS flexible pipe with PVC coating along with all ancillaries and accessories like coupler etc. as required.

1.21. Supplying and fixing of following sizes of medium class PVC conduit along with accessories in surface/recess including cutting the wall and making good the same in case of recessed conduit as required. 1.21.2. 25mm dia conduit

1.21.3. 32mm dia conduit

UPS SYSTEM Supply, installation, testing & commissioning of the following: IGBT based40 KVA parallel True Online Double Conversion UPS suitable for unbalanced, 3 Phase input and 3 phase 415 V output UPS system with isolation transformer (i.e., K-13 type), suitable for operating in parallel and each comprising as per technical specification complete as required.

SUB-STATION Supply, erection, testing & commissioning of IP -42 cubicle type Panel fabricated (folded joints construction) out of 14 SWG CRCA sheet steel floor mounted totally enclosed extendable on both sides switchboard of uniform width with top cable entry and suitable for use on 415 V, 3 phase 4 wire 50 c/s having 50 KA fault capacity complete and housed with incomming and outgoing aluminium bus-bars,interconnection between feeders etc. and their accessories including supply and fixing of base channels of 100x50x6mm as required with provision for following incoming and outgoing switchgear with protection, metering etc. and terminals for scheduled cables and also compataible to PC/PLC/BMS with communiction port RS-485, complete as required and as per specification and schematic diagram complete as required. confirming IS 61439.

Supply and installation of MS Support structure for busduct and cabling work complete in all respect along with duly coated with two coats of red-oxide primer and two coats of enamel paint. The colour shade of final paint will be as decided by the client.

L.V. CABLES Supplying following 1.1kV grade, XLPE insulated, heavy duty armoured cables suitable for 415V, 50Hz, AC system, with inner and outer PVC sheath, galvanised steel armouring and with all components as mentioned in BOQ, specifications, complete as required. 3.5 x 300 sq.mm

SUB-STATION Supply, erection, testing & commissioning of IP -42 cubicle type Panel fabricated (folded joints construction) out of 14 SWG CRCA sheet steel floor mounted totally enclosed extendable on both sides switchboard of uniform width with top cable entry and suitable for use on 415 V, 3 phase 4 wire 50 c/s having 50 KA fault capacity complete and housed with incomming and outgoing aluminium bus-bars,interconnection between feeders etc. and their accessories including supply and fixing of base channels of 100x50x6mm as required with provision for following incoming and outgoing switchgear with protection, metering etc. and terminals for scheduled cables and also compataible to PC/PLC/BMS with communiction port RS-485, complete as required and as per specification and schematic diagram complete as required. confirming IS 61439.

Supply and installation of MS Support structure for busduct and cabling work complete in all respect along with duly coated with two coats of red-oxide primer and two coats of enamel paint. The colour shade of final paint will be as decided by the client.

3.5 x 240 sq.mm

1.21. Supplying and fixing of following sizes of medium class PVC conduit along with accessories in surface/recess including cutting the wall and making good the same in case of recessed conduit as required. 1.21.2. 25mm dia conduit

1.21.3. 32mm dia conduit

3.5 x 185 sq.mm

3.5 x 150 sq.mm

3.5 x 120 sq.mm

3.5 x 95 sq.mm

3.5 x 70 sq.mm

3.5 x 50 sq.mm

3.5 x 35 sq.mm

3.5 x 25 sq.mm

4 x 16 sq.mm

4 x 10 sq.mm

Providing, laying and fixing following dia RCC pipe NP2 class (light duty) in groundcomplete with RCC collars, jointing with cement mortar 1:2 (1 cement : 2 fine sand) including trenching (75 cm deep) and refilling etc as required. 100mm dia

150 mm dia.

250mm dia

Supply and making end termination with brass double compression gland including providing and crimping of aluminium solderless lugs / ferrules for XLPE armoured power aluminium conductor cable 1.1 KV grade of following sizes:- 3.5 x 300 sq.mm

Supply, laying and testing of under noted sizes of copper conductor XLPE insulated PVC sheathed & sleeved armoured and overall PVC sleeved 1.1 KV grade power distribution cables conforming to relevant IS code and as per specification in ground (in existing trenches) through pipe or on wall / racks cable trays including dressing and clamping the cable with MS zinc passivated clamps etc. as required. 4 x 6 sq.mm

4 x 4 sq.mm

4 x 2.5 sq.mm

Laying of one number PVC insulated and PVC sheathed / XLPE power cable of 1.1 kVgrade of following size direct in ground including excavation, sand cushioning, protective covering and refilling the trench etc. as required. Upto 35 sq. mm

Above 35 sq. mm and upto 95 sq. mm

Above 95 sq. mm and upto 185 sq. mm

Above 185 sq. mm and upto 400 sq. mm

Laying of one number PVC insulated and PVC sheathed / XLPE power cable of 1.1 kV grade of following size in the existing masonry open duct or tray as required. Upto 35 sq. mm

Supply and making end termination with brass double compression gland includingproviding and crimping of copper solderless lugs / ferrules for XLPE armoured power copper conductor cable 1.1 KV grade of following sizes:- 4 x 6 sq.mm

Supplying, laying, connecting,terminating, testing & commissioning of under noted sizes of PVC insulated, PVC sheathed unarmoured and overall PVC sleeved 1.1 KV grade control cables in pipe, wall, racks, cable trays, including, dressing, clamping with M.S Zinc passivated clamps etc as required conforming to relevant IS code and technical specifications. 8C x 1.5 sq.mm

10C x 1.5 sq.mm

14C x 1.5 sq.mm

Supply and fixing of cable tray/steel work in position including clamps, frame work of flats, angle iron, channel with fabrication work including cutting, bending, welding, drilling bolting etc. as per design as required. One coat of primer and 2 coats of enamel paint of approved shade shall be provided.

Supply and fixing of perforated 2mm thi

ck CRCA sheet steel power coated cable tray of following sizes complete with bend/tee joints, coupling plate & nuts bolts etc. including providing and fixing of M.S. painted hanger etc. as required. 300mm wide 62.5mm depth

450mm wide 62.5mm depth

600mm wide 75mm depth

900mm wide 75mm depth

Supplying and fixing ladder type prefabricated CRCA sheet steel Stove enameled cable tray complete with bend/tee joints, coupling plate and nut bolts washers etc. with side runner 20 x 100 x 2.5mm and centre rungs of size 15 x 30 x 2.5mm c/c 250mm. including providing and fixing of hangers etc. as required. 300mm

Supplying and fixing cable route marker with 10 cm X 10 cm X 5 mm thick G.I. plate withinscription there on, bolted /welded to 35 mm X 35 mm X 6 mm angle iron, 60 cm long and fixing the same in ground as required.

Earthing with G.I. earth plate 600 mm X 600 mm X 6 mm thick including accessories, and providing masonry enclosure with cover plate having locking arrangement and watering pipe of 2.7 metre long etc. with charcoal/ coke and salt as required.

Earthing with copper earth plate 600 mm X 600 mm X 3 mm thick including accessories, and providing masonry enclosure with cover plate having locking arrangement and watering pipe of 2.7 metre long etc. with charcoal/ coke and salt as required.

Supplying and laying 25 mm X 5 mm copper strip at 0.50 metre below ground as strip earth electrode, including connection/ terminating with nut, bolt, spring, washer etc. as required. (Jointing shall be done by overlapping and with 2 sets of brass nut bolt & spring washer spaced at 50mm)

Supplying and laying 25 mm X 5 mm G.I strip at 0.50 metre below ground as strip earth electrode, including connection/ terminating with G.I. nut, bolt, spring, washer etc. as required. (Jointing shall be done by overlapping and with 2 sets of G.I. nut bolt & spring washer spaced at 50mm)

Providing and fixing 25 mm X 5 mm copper strip in 40 mm dia G.I. pipe from earth electrode including connection with brass nut, bolt, spring, washer excavation and re- filling etc. as required.

Providing and fixing 25 mm X 5 mm G.I. strip in 40 mm dia G.I. pipe from earth electrode including connection with G.I. nut, bolt, spring, washer excavation and re-filling etc. as required.

Providing and laying earth connection from earth electrode with 6 SWG dia G.I. Wire in 15 mm dia G.I. pipe from earth electrode including connection with G.I. thimble excavation and re-filling as required.

Providing and fixing 25 mm X 5 mm copper strip on surface or in recess for connections etc. as required.

Providing and fixing 25 mm X 5 mm G.I. strip on surface or in recess for connections etc. as required.

Supplying, Laying, terminating, testing, commissioning of following sizes of Copper Conductor PVC insulated, PVC sheathed armoured cable 1100 V grade. On surface the cable run shall be fixed on G.I. clamps etc of suitable size or as directed by the E-I-C complete in all respects. Supply and providing cable identification markers. The armouring of the cable shall be properly connected with the earth conductor by clamps etc. as per specifications complete with end termination as required. 24 C x 2.5 Sqmm

4 C X 2.5 Sqmm

2 C X 2.5 Sqmm

2 C X 4.0 Sqmm

3CX6 Sqmm

Supplying, Laying, terminating, testing, commissioning of following sizes of Copper Conductor PVC insulated shielded , PVC sheathed armoured cable 1100 V grade. On surface the cable run shall be fixed on G.I. clamps etc of suitable size or as directed by the E-I-C complete in all respects. Supply and providing cable identification markers. The armouring of the cable shall be properly connected with the earth conductor by clamps etc. as per specifications complete as required. 8 C X 0.75 Sqmm

TRANSFORMERS Supplying, installation testing and commissioning of 630 kVA, outdoor type, oil cooled, distribution transformer, suitable for 3 phase, 50HZ, AC supply, rated turn/voltage ratio of 11kV/0.433kV,Dyn 11 vector group, percentage impedence of 4.5%, oil immersed naturally cooled (ONAN) mechanism,core made of good quality CRGO, windings made of double wound copper, insulation class A,approved danger and arc flash signages and with all components as mentioned in BOQ, specifications and SLD & confirming IS 1180 Level-II losses, complete as required. Cable termination box with disconnecting facility for 11 KV XLPE cable at 11 KV side suitable for 11kV(E) 3C x 300 sqmm XLPE Cable

Supply, erection, testing & commissioning of 230 V, single phase, 2 wire, A.C. to 24V D.C. 180 AH sealed maintenance free batteries with semiconductor/ IGBT (half wave rectifier) with auto-manual trickle boost facility battery charging units complete including 1 No. Distribution board having 63 Amps DP MCB incomer and 12 No. 16/ 20 Amps DP MCBs (D.C. duty) as outgoing complete as required as per technical specifications.

Supplying and fixing of non-skid rubber mat 25mm thick and 900mm width as requiredincluding cutting to required lengths of approved make with Test Certificates for H.T. 11 KV panels.

Supplying and fixing of non-skid rubber mat 16mm thick and 900mm width as required including cutting to required lengths of approved make with Test Certificates for L.T. panels.

Supplying and fixing of fire bucket painted red and duly filled with sand conforming to IS: 2546-1974.

Supplying and fixing of MS stand suitable for supporting two buckets (Pedestal type)

Supplying and fixing of MS stand suitable for supporting four buckets (Pedestal type)

Supplying and fixing of shock restoration chart written in English and Hindi duly framed in as required.

Supplying and fixing of carbon dioxide fire extinguisher type 4 kgs. Capacity of approved make with wall mounting bracket as required conforming to IS: 2878/1976 (Push type).

Supplying a

nd fixing of first aid box as approved complete with standard kit as prescribed by Indian Red Cross.

Supply and fixing of H.T. Danger notice plate of 250x200mm made of mild steel at least 2mm thick and vitreous enameled white on both side with inscription in signal redcolour on front side as required.

Supply, erection, testing and commissioning of H Pole (double pole) structure in position 13M long MS pole (Swaged type) as per IS-410 SP-70 with latest amendment and necessary anti climbing devices, cross arms, bracing, clamps and painting with one coat of primer and two coats of aluminium paint including circuit marking etc. as required. The poles to be erected in cement concrete foundation of 1:2:4 with collar including excavation in soil (600mm(L) x 600mm(W) x 1800mm(D)) and making good complete as required.

Supplying and erection of galvanised stay set for 11 KV over head lines complete with 19/ 20 mm dia X 1.8 metres long stay rod, anchor plate of size 45 cm X 45 cm X 7.5 mm thick, thimble, stay clamps, turn buckle ( 20 mm X 600 mm ), 7/ 4.00 mm dia G.I. stay wire and 11 KV strain insulator etc in cement concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size ) foundation including excavation and refilling etc. as required.

Supply, erection, testing and commissioning of 11 KV disc insulator for 33 KV over- head lines with galvanised insulator fittings, ball and socket type and complete with galvanised strain clamps, bolts, nuts, washers etc. as required (9 Nos Set : 3 Nos for each phase)IS: 731-1963 and 3188-1965 for disc insulator.

Supplying and erection of 11 KV pin insulator complete with large steel head G.I. pin, nuts, washers etc. as required.

Supply, erection, testing and commissioning of 11 KV, 3 phase, 630 Amps central post racking type gang operated switch with earth switch complete with hardware, arcing horns, arcing contacts, vertical drop out fuses, down rod operating with locking devices, necessary MS channel/angle iron brackets, clamps insulators & connections etc. as required for earthed system and conforming to IS: 19813.

Supply, erection, testing and commissioning of three piece nonlinear resistor type lightning arrestor suitable for 3 wire, 11 KV overhead lines with rated voltage 30 KV (rms) with a nominal discharge current rating of 10 KA and complete with galvanised clamping arrangement, G.I. bolts, nuts, washers etc. as required.

Supply, erection, testing and commissioning of 25x5mm GI earth strip including clamps and binding etc. as required as per specifications and drawings.

Supplying and laying of the 250mm dia 'B' class GI pipe complete with all accessories as required as per specifications.

Supplying and fixing of 1200x1200x12mm GI plate, vertically earthing complete with 20mm dia GI pipe, a funnel for watering with hinged cover masonry housing alternate layer of coke and salt atleast 100mm thick all-around etc. complete as required confirming IS-3043

Supply and Laying of one number PVC insulated and PVC sheathed / XLPE power cable of 11 kV grade of following size direct in ground including excavation, sand cushioning, protective covering and refilling the trench etc. as required. 3Cx300 Sq.mm.

supplying and making indoor cable end termination with heat shrinkable jointing kit complete with all accessories including lugs suitable for following size of 3 core, XLPE aluminium conductor cable of 11 kV grade as required. 3Cx300 Sq.mm.

Supplying and making outdoor cable end termination with heat shrinkable jointing kit complete with all accessories including lugs suitable for following size of 3 core, XLPE aluminium conductor cable of 11 kV grade as required. 3Cx300 Sq.mm.

Supplying and making straight through cable jointing with heat shrinkable jointing kit complete with all accessories including ferrules suitable for following size of 3 core, XLPE aluminium conductor cable of 11 kV grade as required. 3Cx300Sq.mm.

EXTERNAL LIGHTING Supplying, installation, testing and commissioning of L.T. panel fully compartmentalized cubical type sheet clad floor mounted totally enclosed , extensible on both sides, switch board suitable for use on 415 Volts 3-phase, 4 wire, 50 Hz system having required fault capacity, housed with incoming and outgoing, Aluminium bus bars with current rating of 0.8 Amp/sq.mm, interconnection etc. with indication lamps, accessories etc, as required as per specification and schematic diagram as required. (Street lighting Panel) 6 Nos. 63A TPN contactor

Supply and fixing of decorative 40 to 45 Watt LED Post top indirect light luminaire having Pressure die cast aluminium body and Clear glass with driver set confirming to IP 65 and above protection complete in all respect including connecting copper wiring.CAT-AAA

Supply & Erection of 3/4 meter long GI Decorative pole for above post top fitting with inbuilt junction box,MCB,sleeve in foundation and required wiring till fixture in cement concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size) foundation including excavation and refilling etc. as required.

Supply and fixing of decorative 8 to 16 Watt LED bollard luminaire with driver set confirming to IP 65 protection complete in all respect including foundation and connecting copper wiring. CAT-AAA

Supply and fixing of LED Street light Fitting having die cast aluminium body and diffuser with driver set suitable for 140 to 150 Watt. Confirming to IP 66 Protection complete in all respects including connecting copper wiring (CAT- AAA)

Supply & fixing of 9mtr GI Octagonal Pole of approved make (top dia 70mm, Bottom dia 155 mm and base plate 12mm thik) having 3mm thikness with single arm bracket (1 Mtr length) on RCC foundation including the cost of foundation, foundation bolts, excavation & back filling and with inbuilt junction box with MCB,and wiring till fixture, sleeve in foundation,Required T&P completee in all respect.

Supply & fixing of 9 mtr GI Octagonal Pole of approved make (top dia 70mm, Bottom dia 155 mm and base plate 12mm thik) having 3mm thikness with Double arm bracket (1 Mtr length) on RCC foundation including the cost of foundation, foundation bolts, excavation & back filling and with inbuilt junction box with MCB,and wiring till fixture,sleeve in foundation, Required T&P completee in all respect.

Supply and fixing of factory wired integral LED flood light luminaires with die cast aluminium housing built with dirver set suitable for 70 to 90 Watt. Confirming to IP 65 protection complete in all respect including connecting copper wiring.CAT-AAA

Supply and burying of 40mm dia x 4.5 metres long G.I. Pipe vertically for earthing having 12mm dia. Holes spaced 75mm apart drilled up to 2 metre from the bottom complete with earthing lead of No. 6 to 8SWG GI wire in G.I. Pipe up to appron (and from appron to switch board the cost of G.I. wire and pipe will be extra) upto switch board, 30cm square C.I. box with hinged cover masonary enclosure, funnel at top, alternate layers of charcoal/coke and salt at least 150mm thick alround etc. as per directions of Engineer-in-charge complete in all respects as per drawing.

Providing and fixing 6 SWG dia G.I. wire on surface or in recess for loop earthing along with existing surface/ recessed conduit/ submain wiring/ cable as required.

Supplying and laying of following size DWC HDPE pipe ISI marked along with all accessories like socket, bend, couplers etc. conforming to IS 14930, Part II complete with fitting and cutting, jointing etc.direct in ground (75 cm below ground level) including excavation and refilling the trench but excluding sand cushioning and protective covering etc., complete as required. 90 mm dia (OD-90 mm & ID-76 mm nominal)

120 mm dia (OD-120 mm & ID-103 mm nominal)

Providing, laying and f

ixing following dia G.I. pipe (medium class) in ground complete with G.I. fittings including trenching (75 cm deep)and re-filling etc as required 80 mm dia

100 mm dia

D.G. SET Design, supply at site, installation, testing & commissioning of 3-phase, 415 volt, 1500 RPM, 50 HZ, Diesel generator set with prime rating capacity of 400 KVA at 0.8 pf lagging diesel engine alternator set mounted on common base frame in outdoor type acoustic enclosure , day tank, with PCC Panel with AMF Panel,Adopter box with AL extended bus bar, battery, batter charger, return fuel cooler, anti vibration mounting pads including residential silencer, engine alternator, pcc based auto start & synchronization set, safeties with accessories as per specification complete as required. Diesel engine shall conform to IS:10000 and alternator shall be self excited complete with AVR to IS:4722.Genset should be capable to take an average loading of minimum 85%. net output shall be designed @ 50 degree ambient .Synchronisation should be based on No Master Logic for system reliability . Any genset reaching rated RPM should automatically become master .AVR should be digital type AVR to provide fast response with respect to change in load , it should provide digital governing with digital isochronous synchronisation. To improve the reliability of the System , the synchronizing module should be part of Engine Controller . No external controller should

Roof Top Solar Online grid Sytem Supply, Installation, Testing and Commissioning of ongrid Solar Photovoltaic Power Plant conforming to MNRE specifications as amended, consisting of Mono/Poly Crystalline silicon solar cells, net metering facility, necessary protections, earthing, mounted on Aluminium/GI structure of suitable strength with following components complete as required:- a) Solar Photovoltaic Module of capacity 330 Wp or above, manufactured in India, conforming to IS 14286/IEC 61215, IS/IEC 61730-Part-1, IS/IEC 61730-Part-2. Solar Photovoltaic Module conversion efficiency shall not be less than 16.5%. PV modules used in solar power plants/ systems must be warranted for their output peak watt capacity, which should not be less than 90% at the end of 10 years and 80% at the end of 25 years. b) Power Conditioning Unit (PCU) of 350-800 V DC Input voltage range and 400 V AC, three phase, 4 wire, 50Hz +/- 2.5 Hz, output voltage suitable to generate AC Power with efficiency not less than 97%, total harmonic distortion less than 3% and suitable for ambient temperature from 0 to 50 degree C. The PCU shall adjust the voltage and frequency level to suit the Grid Voltage Frequency. c) Data Monitoring System complete with accessories. d) Fixing of Array junction box & Main junction box with IP 65 protection and termination arrangement for incoming and outgoing cable along with glands, lugs and other accessories etc. as required. e) Lightning and surge voltage protection. f) Connections & Interconnections by supplying & fixing required size XLPE insulated copper conductor 1.1 kV grade armoured power and control cables between solar modules, main power cable to grid supply PCU unit along with supplying & fixing of necessary channel/conduit lugs and other accessories etc. as required.

IP CCTV System SITC of IP Dome Camera 4MP IR Dome Camera, Metal Housing, H.265+/H.265/H.264, Up to 2592x1520@25fps, Min. illumination Color: [email protected], Smart IR, IR Range: 30m, Built-in Mic, SD Card Slot, Reset Button, POE, IP67, IK10, 120dB WDR, Support tripwire and perimeter, ANR. BIS,CE,FCC,ROHS,UL/EN. etc all complete. Make: Pelco / Royalshield / Bosch / Axis

SITC of IP Bullet Camera 4MP IR Bullet Camera, Metal Housing, H.265+/H.265/H.264, Up to 2592x1520@25fps, Smart IR, IR Range: 50m, Built-in Mic, SD Card Slot, Reset Button, 120dB WDR, POE, IP67, 120dB WDR, Support tripwire and perimeter, ANR. BIS,CE,FCC,ROHS,UL/ENetc all complete. Make: Pelco / Royalshield / Bosch / Axis

SITC of IP PTZ Camera 2 MP -IP PTZ Camera 2 MP - IP Network 1/2.8" CMOS, Dual AC24V/POE+, IP66, Micro SD card slot support up to 128GB, Alarm in/out 1/1, Audio in/out 1/1, -30- 65 , IP66, 33x optical zoom(4.6 ~ 152mm), IR range: up to 150m, 120dB WDR, IP66, 33X optical zoom, HLC,BLC,3D DNR, Smart functions-Auto Tracking, CE, FCC, Defog, Privacy mask, Up to 8 Pattern, Presets – 300 , PAN Range - 360° , 0.1°/s ~ 180°/s ,Tilt Range -–16° ~ 90° (auto flip) , 0.1° ~ 120°/s etc all complete. Certificate – BIS, CE, FCC, ROHS, UL/EN etc all complete. Make: Pelco / Royalshield / Bosch / Axis

SITC of NVR - H.265 8SATA 64ch NVR, H.265+ Compression, Support 64-ch input, Up to 12MP Resolution Recording, Incoming Bandwidth 320Mbps, Outgoing Bandwidth 320Mbps, HDMI and VGA independent outputs, HDMI Video output at up to 4K (3840 × 2160) resolution, 8 SATA interfaces for 8 HDDs, up to 10TB for each HDD, eSATA interface:- 1 SATA interface, 2xRJ45 self-adaptive 10/100/1000 Mbps network interfaces, VCA detection alarm is supported, Array Type:- JBOD, RAID0/1/5/6/10, 2xUSB 2.0, 1xUSB 3.0, serial Interface:- 2xRS-485, 1xRS-232, No.of Hard Disks 4TB for the calaculation of 1 month recording 2MP@25FPS as per all camera count, VMS should also be included if required etc. all complete. Make: Pelco / Royalshield / Bosch / Axis

SITC of 10 TB Survillance Sata Type HDD for Network video Recorder etc all complete Make : WD / Seagate

SITC of MS Windows 2008 Server R2 x64, Intel i5 Xeon Quad Core processor, 8 GB RAM, 1TB HDD, 2GB Graphics Card. With CD/DVD player, Mouse and Keyboard etc all complete. Make : HP / Lenevo / Dell

SITC of 55" Professional Display Panel, 4K/UHD Resolution, Direct-lit LED, Brightness 400 nits, Contrast ratio 1200:1, inputs: 2 HDMI, DVI, DisplayPort, Audio inputs with mounting arrangements etc all complete

IT Data Networking and Voice System (Passive Component) SITC of LSZH Cat 6A-10G speed unshielded twisted pair computer cable with 23 AWG solid copper conductors in existing concealed/surface conduits/Raceways complete 305 Mtr. Roll as per specification etc. all complete. Make: 3C3 / Corning / Panduit / Actassi

SITC of Single port faceplate with Gang Box etc. all complete. Make: 3C3 / Corning / Panduit / Actassi

SITC of Dual port faceplate with Gang Box etc. all complete. Make: 3C3 / Corning / Panduit / Actassi

SITC of UTP Cat-6A Information Outlet Red for Data, IP CCTV as per specification etc. all complete Make: 3C3 / Corning / Panduit / Actassi

Supply of CAT6A Ceiling Connector with CAT 6A Copper pigtail with moudled RJ45 Plug (for Wireless AP's) Make: 3C3 / Corning / Panduit / Actassi

SITC of Cat-6A Mounting Cords 7 Feet for Data as per given Specification etc. all complete. Make: 3C3 / Corning / Panduit / Actassi

SITC of Cat-6A Mounting Cords 4 Feet for Data and Voice Jack Panel end as per given Specification etc. all complete. Make: 3C3 / Corning / Panduit / Actassi

SITC of Cat-6A, 24 Port Jack Panel for data as per given Specification etc. all complete. Make: 3C3 / Corning / Panduit / Actassi

SITC of Cat-6A, 24 Port Jack Panel for Voice as per given Specification etc. all complete. Make: 3C3 / Corning / Panduit / Actassi

SITC of Cat-6A, 24 Port Jack Panel for CCTV and ACS as per given Specification etc. all complete. Make: 3C3 / Corning / Panduit / Actassi

SITC of Cable Manager for above jack panels as per given Specification etc. a

ll complete. Make: 3C3 / Corning / Panduit / Actassi

SITC of 12 Core Single Mode Fiber (Armored) Cable as per given Specification etc. all complete. Make: 3C3 / Corning / Panduit / Actassi

SITC of 12 Port Fiber LIU Loaded with SC SM Coupler, as per given Specification etc. all complete. Make: 3C3 / Corning / Panduit / Actassi

SITC of 24 Port Fiber LIU Loaded with SC SM Coupler, as per given Specification etc. all complete. Make: 3C3 / Corning / Panduit / Actassi

SITC of SC SM Pigtail (1.0 Mtr) as per given Specification etc. all complete. Make: 3C3 / Corning / Panduit / Actassi

SITC of SC-LC SM Fiber Patch Cords ( 3 Mtr) as per given Specification etc. all complete.Make: 3C3 / Corning / Panduit / Actassi

SITC of 9U (W 600mm/ D 600mm) wall mount with front glass door and side panels with lock & key (load bearing capacity of 40Kgs), AC main Channel 06 points 5 Amp (PDU) with Mounting Hardware (Pack of 10) ect all complete Make: Rittal / Valrack/ APW / Netrack

SITC of 15U (W 600mm/ D 600mm) wall mount with front glass door and side panels with lock & key (load bearing capacity of 40Kgs), AC main Channel 06 points 5 Amp (PDU) with Mounting Hardware (Pack of 10) ect all complete Make: Rittal / Valrack/ APW / Netrack

SITC of 42U Close Floor Mounted Rack - (800mm x 1000mm - W X D), with Perforated doors (Front & rear), 2 Nos. of 1U power distribution box, with 10 x IEC - C13 sockets & with 32Amp MCB- terminating on a IP56 power sockets - VERTICAL - in each rack, 2 No. Horizontal PDU with 5/15Amp Universal Sockets with 32Amp MCB - in each rack, Front mounting PVC Cable managers/ guide x 10 in each rack (1U Horizontal), Integral Cable management ducts/ arms (on either side) with covers, Fan housing unit 4 Fan POSN - 90 CFM 230VAC, Bar, Earthing 42U with Mounting Hardware (Pack of 10) ect all complete Make: Rittal / Valrack/ APW / Netrack

IT Data Networking and Voice System (Active Component) Supply, Installation, Testing & Commissioning of Layer 2 Switch 24port as per the given Specification etc. all complete.

Supply, Installation, Testing & Commissioning of Wireless LAN Controller which can control up to 50 APs as per the given Specification etc. all complete.

Supply, Installation, Testing & Commissioning of 100% Non Blocking Fully Digital Integrated Services Digital Network (ISDN) Compatible Voice Over Internet Telephone(VoIP) ready 19" Rack mountable EPABX presently equiped with 02 ISDN PRI Trunk Lines (60 Channel), 16 IP Extension, 16 Digital Extension, 48 Analogue Extension, Expandable up to 120 Ports / Channels and other as per the given Specification etc. all complete. Make: Panasonic / Avaya / Alcatel Lucent/ Cisco

Supply, Installation, Testing & Commissioning of Analog Phone With Speaker , Small Display etc. all complete. Make: Panasonic / Avaya / Alcatel Lucent

Supply, Installation, Testing & Commissioning of Access point which can support the given Controller as per the given Specification etc. all complete. Make- Cisco / Juniper / Allied Telesis

FIRE FIGHTING FIRE FIGHTING,HYDRANT & SPRINKLER SYSTEM Providing laying, testing & commissioning of 'C' class heavy duty MS Pipe conforming to IS 1239/3589 i/c fittings like elbows, tees, flanges, tapers, nuts bolts, gaskets etc. in ground including excavation & providing cement concrete blocks as supports, anticorrosive treatment with coaltar/asphalt tape as per IS 10221, refilling the trench etc. of following sizes complete as required. 150 mm dia

1.2 Providing, laying, testing & commissioning of 'C' class heavy duty MS pipe conforming to IS 3589/S 1239 including Grooved fittings like elbows, tees, flanges, tapers, nuts bolts, gaskets etc. and fixing the pipe on the wall/ceiling with suitable clamp/support frame and painting with two or more coats of synthetic enamel paint of required shade complete as required: 1.2.1 25 mm dia

1.2.2 32mm dia

1.2.3 40 mm dia

1.2.4 50 mm dia

1.2.5 65 mm dia

1.2.6 80 mm dia

1.2.7 100 mm dia

1.2.8 150 mm dia

1.2.9 200 mm dia (wall thickness 6.3 mm)

1.3 Supplying and fixing single headed internal hydrant valve with instantaneous Gunmetal/Stainless Steel coupling of 63 mm dia with cast iron wheel ISI marked conforming to IS 5290 (Type -A) with Gunmetal/Stainless Steel cap and chain as required: Single headed Gunmetal.

1.4 Supplying and fixing Single headed external yard hydrant valve with 1 No. 63 mm dia instantaneous FM Gunmetal/Stainless Steel coupling and cast iron wheel, ISI marked, conforming to IS 5290 (type A) with blank Gunmetal/Stainless Steel cap and chain as required Single headed Gunmetal.

1.5 Supplying, fixing, testing and commissioning of butterfly valve of PN 1.6 rating with bronze/gunmetal seat duly ISI marked complete with nuts, bolts, washers, gaskets conforming to IS 13095 of following sizes as required: 1.5.2 80 mm dia

1.5.4 150 mm dia

1.5.5 200mm dia

1.6 Supplying, fixing, testing & commissioning of double flanged sluice valve of rating PN 1.6 with non rising spindle, bronze/gun metal seat, ISI marked complete with nuts, bolts, washers, gaskets and conforming to IS 780 of following sizes as required: 200mm dia

1.7 Providing, installation, testing and commissioning of stainless steel Y-strainer fabricated out of 1.6 mm thick stainless steel, Grade 304, sheet with 3 mm dia holes with stainless steel flange. 200mm dia

1.8 Providing, installation, testing and commissioning of non-return valve of following sizes confirming to IS:5312 complete with rubber gasket, GI bolts,nuts, washers etc. as required: 1.8.2 80 mm dia

1.8.4 150 mm dia