Balance work for Institute of Paramedical and Nursing Sciences at Udalguri District under SDP to be funded by Govt. of Assam. (TN_102_1_R)

ADMIN BLOCK CIVIL WORKS 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 earth (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 1.5m.

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: 5.9.2 Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.

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.

5.9.16.1 Under 20 cm wide

5.9.19 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. 5.22A.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.

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.

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.

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

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.

9.147D 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) 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 Works 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.).

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

10.13 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. 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).

10.11 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)

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

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

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

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

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 cement 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

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

D. 16 M TO 19 M

E. 19 M TO 22 M

F. 22 M TO 25 M

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 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

ALUMINIUM WORK 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) 21.1.1 For fixed portion. 21.1.1.1 Anodised aluminium (anodised transparent or dyed to required shade according to IS: 1868, Minimum anodic coating of grade AC 15)

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) 21.1.2.1 Anodised aluminium (anodised transparent or dyed to required shade according to IS: 1868, Minimum anodic coating of grade AC 15)

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. 21.2.2 Pre-laminated particle board with decorative lamination on both sides

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): 21.3.2 With float glass panes of 5 mm thickness (weight not less than 12.50 kg/ sqm)

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. 21.4.1 With stainless steel cover plate minimum 1.25 mm thickness

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 21.8.1 Upto 5mm depth and 5mm width

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

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).

25.1 Providing and supplying aluminium extruded tubular and other aluminium sections as per the architectural drawings and approved shop drawings , the aluminium quality as per grade 6063 T5 or T6 as per BS 1474,including super durable powder coating of 60-80 microns conforming to AAMA 2604 of required colour and shade as approved by the Engineer-in- Charge. ( The item includes cost of material such as cleats, sleeves, screws etc. necessary for fabrication of extruded aluminium frame work. Nothing extra shall be paid on this account). for ACP & STRUCTURAL GLAZING WORK

1. Performance Laboratory Test forAir Leakage Test (-50pa to - 300pa) & (+50pa to +300pa) as per ASTM E-283-04 testing method for a range of testing limit 1 to 200 mVhr 2 . Static Water Penetration Test. (50pa to 1500p) as per ASTME- 331-09 testing method for a range up to 2000 ml. 3. Dynamic Water Penetration (50pa to 1500pa) as perAAMA 501.01- 05 testing method for a range upto 2000 ml 4. Structural Performance Deflection and deformation by static air pressure test (1.5 times design wind pressure without any failure) as per ASTME-330-10 testing method for a range upto 50 mm 5. Seismic Movement Test (upto 30 mm) as perAAMA501.4- 09 testing method for Qualitative test, Tests to be conducted on site. 6. Onsite Test for Water Leakage for a pressure range 50 kpa to 240 kpa (35psi) upto 2000 ml

25.3 Providing, assembling and supplying visionglass panels (IGUs) comprising of hermetically-sealed 6-12- 6 mm insulated glass (double glazed) vision panel units of size and shape as required and specified, comprising of an outer heat strengthened float glass 6mm thick, of approved colour and shade with reflective soft coating on surface # 2 of approved colour and shade, an inner Heat strengthned clear float glass 6mm thick, spacer tube 12mm wide, dessicants, including primary seal and secondary seal (structural silicone sealant) etc. all complete for the required performances, as per the Architectural drawings, as per the approved shop drawings, as specified and as directed by the Engineer-in-Charge. The IGUs shall be assembled in the factory/ workshop of the glass processor. (Payment for fixing of IGU Panels in the curtain glazing is included in cost of item No.26.2) For payment, only the actual area of glass on face # 1 of the glass panels (excluding the areas of the grooves and weather silicone sealant) provided and fixed in position, shall be measured in sqm

25.4 Extra for openable side / top hung vision glass panels (IGUs) including providing and supplying at site all accessories and hardwares for the openable panels as specified and of the approved make such as heavy duty stainless steel friction hinges, min 4 -point cremone locking sets with stainless steel plates, handles, buffers etc. including necessary stainless steel screws/ fasteners, nuts, bolts, washers etc. all complete as per the Architectural drawings, as per the approved shop drawings, as specified and as directed by the Engineerin-Charge.

(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.)

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.

22.7.1 With average thickness of 120 mm and minimum thickness at khurra as 65 mm.

ADMIN BLOCK SANITARY 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 required. 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 and lid

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

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 washers complete.

17.5 Providing and fixing white vitreous china flat back half stall urinal of size 580*380*350mm with white PVC automatic flushing cistern, with fittings, standard size C.P. brass flush pipe, spreaders with unions and clamps (all in D.P. brass) with waste fitting as per IS : 2556, C.I. trap with outlet grating and other couplings in C.P. brass including painting of fittings and cutting and making good the walls and floors wherever required: 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 aggregate 6mm nominal size) as per direction of Engineer-in-charge and finished smooth. 8.10.2 Granite Stone of approved shade

CP Brass fittings 18.21 Providing and fixing unplasticised PVC connection pipe with brass unions 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.

18.49 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 IS:8931 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 495mm, 78 mm wide and effective height of 88 mm, weighing not less than 170 gms

I 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 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 diameters. 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 20mm nominal 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 cleansing design with screwed down or hinged grating with or without vent arm complete, including cost of cutting and making good the walls and floors : 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 complete. 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 equal plain junction of required degree. 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 branch of required degree : 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

III 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 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 wall etc. complete. 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.

IV 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 making good the walls etc. 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

Providing and fixing GI pipes complete with GI fittings and clamps, including cutting and making good walls etc. (internal work). 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 of approved quality for new work. 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

V 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, within a lead of 50m. 2.10.1 All kinds of soil 2.10.1.2 Pipes, cables etc. exceeding 80mm dia but not exceeding 300mm.

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. 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 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

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 20mm nminal size) finished with a floating coat of neat cement complete as per standard design. 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

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 :6graded stone aggregate 20 mm nominal size) as per standard design 19.15.1 With 20x20 mm square bar

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

PRINCIPAL RESIDENCE CIVIL 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. 2.6.1 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 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)

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.

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.

5.22A.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.

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) 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 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

9.97 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

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

9.20 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 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

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 cm long wire springs manufactured from high tensile steel wire of adequate strength conforming to IS: 4454 - part 1 and M.S. top cover of required thickness for rolling shutters 10.6.2 80x1.20 mm M.S. laths with 1.20 mm thick top cover

10.7 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, 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 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.

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

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 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

13.60.1 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 and including priming coat of exterior primer applied @ 2.20 kg/10 sqm)

13.80 PProviding 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.

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)

11.3 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

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. 11.56.1 Polished Granite stone slab colour of Black, Cherry/Ruby Red or equivalent sqm 3908.80

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.

PRINCIPAL RESIDENCE SANITARY 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 and lid

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

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

17.31 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 washers complete.

CP Brass fittings 18.21 Providing and fixing unplasticised PVC connection pipe with brass unions 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.

18.49 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 IS:8931 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 by Engineer in charge. (For bath) 15 mm diameter

18.22 Providing and fixing C.P. brass shower rose with 15 or 20mm inlet 18.22.2 150 mm diameter

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 495mm, 78 mm wide and effective height of 88 mm, weighing not less than 170 gms

I 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 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 diameters. 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 20mm nominal 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 cleansing design with screwed down or hinged grating with or without vent arm complete, including cost of cutting and making good the walls and floors : 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 complete. 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 equal plain junction of required degree. 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 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

III 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 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 wall etc. complete. 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.

IV 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 making good the walls etc. 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

Providing and fixing GI pipes complete with GI fittings and clamps, including cutting and making good walls etc. (internal work). Internal work-Exposed on wall 18.10.2 20mm dia nominal bore

18.10.3 25mm 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 of approved quality for new work. 18.38.2 20mm dia nominal bore

18.38.3 25mm 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

18.46.7 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

V 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, within a lead of 50m. 2.10.1 All kinds of soil 2.10.1.2 Pipes, cables etc. exceeding 80mm dia but not exceeding 300mm.

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. 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 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

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 20mm nminal size) finished with a floating coat of neat cement complete as per standard design. 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 standard design 19.15.1 With 20x20 mm square bar

TYPE-4 CIVIL 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. 2.6.1 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 of soil 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

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)

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.

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.

5.22A.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.

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) 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 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

9.97 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

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

9.20 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 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, 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 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 : 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 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. 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

13.16.1 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 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 PProviding 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.

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)

11.3 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

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. 11.56.1 Polished Granite stone slab colour of Black, Cherry/Ruby Red or equivalent sqm 3908.80

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-4 SANITARY 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 and lid

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

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

17.31 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 washers complete.

CP Brass fittings 18.21 Providing and fixing unplasticised PVC connection pipe with brass unions 18.21.2 45 cm length 18.21.2.1 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 IS:8931 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 by Engineer in charge. (For bath) 15 mm diameter

18.22 Providing and fixing C.P. brass shower rose with 15 or 20mm inlet 18.22.2 150 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.

17.71 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 495mm, 78 mm wide and effective height of 88 mm, weighing not less than 170 gms

I 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 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 diameters. 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 20mm nominal 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 cleansing design with screwed down or hinged grating with or without vent arm complete, including cost of cutting and making good the walls and floors : 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 complete. 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 equal plain junction of required degree. 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 branch of required degree : 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

III 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 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 wall etc. complete. 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.

IV 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 making good the walls etc. 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

Providing and fixing GI pipes complete with GI fittings and clamps, including cutting and making good walls etc. (internal work). 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 of approved quality for new work. 18.38.1 15mm dia nominal bore

18.38.2 20mm dia nominal bore

18.38.3 25mm dia nominal bore

18.38.4 32mm 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). 18.46.2 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

18.46.7 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

V 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, within a lead of 50m. 2.10.1 All kinds of soil 2.10.1.2 Pipes, cables etc. exceeding 80mm dia but not exceeding 300mm.

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. 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 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

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 20mm nminal size) finished with a floating coat of neat cement complete as per standard design. 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 standard design 19.15.1 With 20x20 mm square bar

TYPE-3 CIVIL 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. 2.6.1 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 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)

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.

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.

5.22A.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.

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) 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

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 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

9.97 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

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

9.20 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

9.31.1 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, 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 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 : 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 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. 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

13.16.1 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 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

13.60.1 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 and including priming coat of exterior primer applied @ 2.20 kg/10 sqm)

13.80 PProviding 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.

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)

11.3 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

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 of cement mortar 1 : 4 (1 cement : 4 coarse sand) : 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 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 SANITARY 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 and lid

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

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

17.31 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 washers complete.

CP Brass fittings 18.21 Providing and fixing unplasticised PVC connection pipe with brass unions 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.

18.49 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 IS:8931 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 by Engineer in charge. (For bath) 15 mm diameter

18.22 Providing and fixing C.P. brass shower rose with 15 or 20mm inlet 18.22.2 150 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.

17.71 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 495mm, 78 mm wide and effective height of 88 mm, weighing not less than 170 gms

I 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 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 diameters. 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 20mm nominal 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 cleansing design with screwed down or hinged grating with or without vent arm complete, including cost of cutting and making good the walls and floors : 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 complete. 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 equal plain junction of required degree. 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 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

III 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 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 wall etc. complete. 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.

IV 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 making good the walls etc. 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

Providing and fixing GI pipes complete with GI fittings and clamps, including cutting and making good walls etc. (internal work). Internal work-Exposed on wall 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 of approved quality for new work. 18.38.2 20mm dia nominal bore

18.38.3 25mm dia nominal bore

18.38.4 32mm 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). 18.46.3 25mm dia nominal bore

18.46.4 32mm dia nominal bore

18.46.5 40mm dia nominal bore

18.46.7 65mm 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

18.17.5 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

V 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, within a lead of 50m. 2.10.1 All kinds of soil 2.10.1.2 Pipes, cables etc. exceeding 80mm dia but not exceeding 300mm.

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. 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 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

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 20mm nminal size) finished with a floating coat of neat cement complete as per standard design. 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 standard design 19.15.1 With 20x20 mm square bar

TYPE-2 CIVIL 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. 2.6.1 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 of soil 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

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)

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.

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.

5.22A.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.

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) 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 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

9.97 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

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

9.20 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 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

10.5 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. 10.5.1 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 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 : 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 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. 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

13.16.1 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 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

13.61 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.

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)

11.3 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

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. 11.56.1 Polished Granite stone slab colour of Black, Cherry/Ruby Red or equivalent sqm 3908.80

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-2 SANITARY 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 and lid

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

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

17.31 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 washers complete.

CP Brass fittings 18.21 Providing and fixing unplasticised PVC connection pipe with brass unions 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.

18.49 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 IS:8931 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 by Engineer in charge. (For bath) 15 mm diameter

18.22 Providing and fixing C.P. brass shower rose with 15 or 20mm inlet 18.22.2 150 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.

17.71 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 495mm, 78 mm wide and effective height of 88 mm, weighing not less than 170 gms

I 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 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 diameters. 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 20mm nominal 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 cleansing design with screwed down or hinged grating with or without vent arm complete, including cost of cutting and making good the walls and floors : 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 complete. 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 equal plain junction of required degree. 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 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

III 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 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 wall etc. complete. 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.

IV 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 making good the walls etc. 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

Providing and fixing GI pipes complete with GI fittings and clamps, including cutting and making good walls etc. (internal work). 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 of approved quality for new work. 18.38.1 15mm dia nominal bore

18.38.2 20mm dia nominal bore

18.38.3 25mm dia nominal bore

18.38.4 32mm 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). 18.46.1 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

18.46.7 65mm 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

V 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, within a lead of 50m. 2.10.1 All kinds of soil 2.10.1.2 Pipes, cables etc. exceeding 80mm dia but not exceeding 300mm.

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. 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 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

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 20mm nminal size) finished with a floating coat of neat cement complete as per standard design. 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 standard design 19.15.1 With 20x20 mm square bar

U.G. TANK 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. 2.6.1 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 of soil BELOW GROUND 1.5 TO 3.0 M

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)

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.

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

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

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

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

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) FLOOR

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

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. 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

13.60.1 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 and including priming coat of exterior primer applied @ 2.20 kg/10 sqm)

13.80 PProviding 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.

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)

11.3 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

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. 11.56.1 Polished Granite stone slab colour of Black, Cherry/Ruby Red or equivalent sqm 3908.80

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.

ROAD WORK 16.1 Preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5 cm depth, dressing to camber and consolidating with road roller including making good the undulations etc. and re-rolling the sub grade and disposal of surplus earth with lead upto 50 metres.

4.1.8 Providing and laying Cement concrete 1:4:8 (1cement :4 coarse sand :8 graded stone aggregate 40 mm. nominal size) including supply of all materials, labour and T&P etc. required for proper completion of the work and curing complete, also including cost of formwork in foundation.

16.78.1 Construction of granular sub-base by providing close graded Material conforming to specifications, mixing in a mechanical mix plant at OMC, carriage of mixed material by tippers to work site, for all leads & lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per specifications and directions of Engineer-in-Charge. With material conforming to Grade-I (size range 75 mm to 0.075 mm) having CBR Value-30

16.43.1 Providing and laying design mix cement concrete of M-30 grade, in roads/ taxi tracks/ runways, using cement content as per design mix, using coarse sand and graded stone aggregate of 40 mm nominal size in appropriate proportions as per approved & specified design criteria, providing dowel bars with sleeve/ tie bars wherever required, laying at site, spreading and compacting mechanically by using needle and surface vibrators, levelling to required slope/ camber, finishing with required texture, including steel form work with sturdy M.S. channel sections, curing, making provision for contraction / expansion, construction & longitudinal joints (10 mm wide x 50 mm deep) by groove cutting machine, providing and filling joints with approved joint filler and sealants, complete all as per direction of Engineer-incharge (Item of joint fillers, sealants, dowel bars with sleeve/ tie bars to be paid separately). Note:- Cement content considered in M-30 is @ 340 kg/cum. Excess/ less cement used as per design mix is payable/ recoverable separately. Cement concrete prepared with batch mixing machine

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.

16.45 Providing and fixing in position pre-moulded joint filler in expansion joints.

16.46 Providing and laying in position bitumen hot sealing compound for expansion joints etc. 16.46.1 Using grade 'A' sealing compound.

16.47.1 Painting runway/taxi track/apron marking with adequate nos of coats to give uniform finish with road marking paint of superior make as approved by the Engineer-incharge, i/c cleaning the surface of ail dirt, scales, oil, grease and other foreign mater;al etc. and lining out complete. New work (Two or more coats)

16.69 Providing and laying at or near ground level factory made kerb stone of M25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5mm), including making drainage opening wherever required complete etc. as per direction of Engineer-in- charge (length of finished kerb edging shall be measured for payment). (Precast C.C. kerb stone shall be approved by Engineer-in-charge).

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

16.59 Manufacturing, supplying and fixing retro reflective sign boards made up of 2 mm thick aluminium sheet, face to be fully covered with high intensity encapsulated type heat activated retro reflective sheeting conforming to type - IV of ASTM-D 4956-01 in blue and silver white or other colour combination including subject matter, message (bi-lingual), symbols and borders etc. as per IRC ; 67:2001, pasted on substrate by an adhesive backing which shall be activated by applying heat and pressure conforming to class -2 of ASTM-D- 4956-01 and fixing the same with suitable sized aluminium alloy rivets @ 20 cm c/c to back support frame of M.S. angle iron of size 25x25x3 mm along with theft resistant measures, mounted and fixed with 2 Nos. M.S. angles of size 35x35x5 mm to a vertical post made up to M.S. Tee section ISMT 50x50x6 mm welded with base plate of size 100x100x5 mm at the bottom end and including making holes in pipes, angles flats, providing & fixing M.S. message plate of required size, steel work to be painted with two or more coats of synthetic enamel paint of required shade and of approved brand & manufacture over priming coat of zinc chromate yellow primer (vertical MS-Tee support to be painted in black and white colours). Back side of aluminium sheet to be painted with two or more coats of epoxy paint over and including appropriate priming coat including all leads and lifts etc. complete as per drawing, specification and direction of Engineer--in- charge. 16.59.1 Mandatory/ Regulatory sign boards of 900 mm diametre with support length of 3750 mm

16.59.2 Cautionary /warning sign boards of equilateral triangular shape having each side of 900 mm with support length of 3650 mm

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

6.1.1 Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: Cement mortar 1:4 (1 cement : 4 coarse sand)

13.4.1 12 mm cement plaster of mix : 1 cement: 6 C. sand.

16.68 Providing and laying 60mm thick faciory made cement concrete interlocking paver block of M -30 grade made by block making machine with strong vibratory compaction, of approved size, design & shape, laid in required colour and pattern over and including 50mm thick compacted bed of coarse sand, filling the joints with line sand etc. all complete as per the direction of Engineer-in-charge.

HORTICULTURE & LANDSCAPING 2.2 Supplying and stacking of good earth at site including royalty and carriage upto 5 km (earth measured in stacks will be reduced by 20% for payment).

2.4 Supplying and stacking at site dump manure from approved source, including carriage upto 1 km (manure measured in stacks will be reduced by 8% for payment) 2.4.1 Screened through sieve of I.S. designation 20mm

2.9 Mixing earth and sludge or manure in proportion specified or directed.

2.13 Preparation of beds for hedging and shrubbery by excavating 60cm deep and trenching the excavated base to a further depth of 30cm, refilling the excavated earth after breaking clods and mixing with sludge or manure in the ratio of 8:1 (8 parts of stacked volume of earth after reduction by 20%: one part stacked volume of sludge or manure after reduction by 8%), flooding with water, filling with earth if necessary, watering and finally fine dressing, levelling etc. including stacking and disposal of materials declared unserviceable and surplus earth by spreading and leveling as directed, with in a lead of 50 m, lift upto 1.5 m complete.

2.16 Providing and fixing M.S flat iron tree guard 6 cm dia and 2 m high, above ground consisting 4 nos 25X6 mm, 2.25 m long and 8 nos 25X3 mm 2m long verticals M.S flats, riverted to 3 nos 25X 6 mm M.S flat iron rings in two halves, fixing together at site with required six numbers of 8 mm dia and 30 mm long bolts, including painting twocoats with synthetic enemal paint of approved brand and manufacture over a coat of primer. One name plate of 1 mm thick M.S. sheet of size 250X100 mm shall be welded to the tree guard near the middle height and lettered CPWD/PWD/any other approved name. The tree guard shall be suitably fixed to the ground by embedding four les of tree guard in pits of suitrable dia and to a depth of 25 cm, refilling the pits with soil and ramming, complete in all respect as per satisaction and direction of officer-n-charge.

2.30.1 Excavating holes more than 0.10 cum & upto 0.5 cum including getting out the excavated soil, then returning the soil as required in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering etc, disposing of surplus excavated soil, as directed within a lead of 50 m and lift upto 1.5 m. All kinds of soil

5.20 Providing and Displaying Ficus black vivion piller Topairy (sylinder type) well developed with fresh & healthy 180 to 210 cm ht in 40 cm Cement Pot as per direction of the officer-in-charge.

5.22 Providing and Displaying Ficus Nuda Topairy well developed with fresh & healthy 5 to 6 big ball specific size and shape 180to 210cm ht in 40 cm Cement Pot as per direction of the officer-in-charge.

5.27 Providing and Displaying Ficus resnold Topairy well developed with fresh & healthy 6 to 7 big ball specific size 210 to 240 cm ht in 45 cm Cement Pot as per direction of the officer-incharge.

Detail of tree Raphis palm 3' - 4' height

Foxtail palm 8' - 10' height

Tabebuia 2'-3' ht

Palm cycas Revolura 2"-3" dia

Golden duranta ( hedge )

Toparies height 5 - 6 ' height Golden bottle brush

Casurina

Ficus Resonalt

Areca palm 4' - 5' height

Draceana varieties

Croton varities

Deffenbachia

Aglonema

Money plant with moss stick 3' height

Syngonium with moss stick 3' height

Oxycodium with moss stick 3' height

Fishtail palm

Champagne palm 1 - 2 m folliage

Anar (30) 2-7 m folliage

Chiku (24) 3 -8m folliage

Mango (24) 3 -8m folliage

SHRUS (have several woody item) Coral Hibiscus 2'-3' ht

Massanda Pink 2'-3' ht

Kachnar 5'-6' ht

Bottle Brush 5'-6' ht

Ixora 2'-3' ht

Ficus black Tapori 3'-4' ht

Ficus Prestige Boll 3'-4' ht

Hamelia 2'-3' ht

Ground edging Plant Eranthemum

Verbena

Setcreasea

Verbena Mix

SS planter 18'' dia

Electrical Lawn mover power Grass cutter & power weed shear

BOUNDARY WALL 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. 2.6.1 All kinds of soil

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 removal of form for : 5.9.1 Foundations, footings, bases of columns, etc. for mass concrete.

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

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

5.9.17 Cornices and mouldings

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

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) FLOOR

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. kg 93.05

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

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 PProviding 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.

5.29 Providing and fixing sheet covering over expansion joints with iron screws as per design. 5.29.2 Aluminium fluted strips 3.15 mm thick. 5.29.2.2 200 mm wide metre 685.10

SEWERAGE AND DRAINAGE SYSTEM 10.1.2 Excavating trenches of required width for pipe, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, depth up to 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 layer by ramming, watering, etc, and disposing of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil Pipes, cables etc. exceeding 80 mm dia. but not exceeding 300 mm dia

19.2.2 Providing and laying cement concrete 1:5:10 (1 cement : 5 coarse sand 10 graded stone aggregate 40 mm nominal size) all-round S.W. pipes including bed concrete as per standard design: 150 mm diameter S.W. pipe

19.1.2 Providing, laying and jointing glazed stoneware pipes class SP-I with stiff mixture of cement mortar in the proportion of 1:1 (1 cement : 1 fine sand) including testing of oints etc. complete : 150 mm diameter

19.4 Providing and fixing square-mouth S.W. gully trap class SP-I 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 19.4.2.1 With common burnt clay F.P.S. (non modular) bricks of class designation 7.5

Constructing brick masonry manhole in cement mortar 1:4 ( 1 cement : 4 coarse sand ) with R.C.C. top slab with 1:1.5:3 mix (1 cement : 1.5 coarse sand(zone-III) : 3 graded stone aggregate 20 mm nominal size), foundation concrete 1:4:8 mix (1 cement : 4 coarse sand (zone-III) . 8 graded stone aggregate 40 mm nominal size), inside plastering 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with floating coat of neat cement and making channels in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) finished with a floating coat of neat cement complete as per standard design : Inside size 90x80 cm and 45 cm deep including C.I. cover with frame (light duty) 455x610 mm internal dimensions, total weight of cover and frame to be not less than 38 kg (weight of cover 23kg and weight of frame 15kg) 19.7.1.1 With common burnt clay F.P.S. (non modular) bricks of class designation 7.5

Constructing brick masonry road gully chamber 50x45x60 cm with bricks in cement mortar 1:4(1 cement : 4 coarse sand) including 500x450 mm pre-cast R.C.C, horizontal gratin with frame complete as per standard design: 19.27.1 With common burnt clay F.P.S. (non modular) bricks of class designation 7.5

19.6 Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of Joints etc. complete 19.6.2 150 mm diameter

19.16 Providing orange colour safety foot rest of minimum 6 mm thick plastic encapsulated as per IS : 10910, on 12 mm dia steel bar conforming to IS: 1786, having minimum cross section as 23 mmx25 mm and over all minimum length 263 mm and width as 165 mm with minimum 112 mm space between protruded legs having 2 mm tread on top surface by ribbing or chequering besides necessary and adequate anchoring projections on tail length on 138 mm as per standard drawing and suitable to with stand the bend test and chemical resistance test as per specifications and having manufacture's permanent identification mark to be visible even after fixing, including fixing in manholes with 30x20x15 cm cement concrete block 1:3:6 (1cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) complete as per design.

RAIN WATER HARVESTING 23.1 Boring/ Drilling bore well of required dia for casing strainer pipe by sutable method prescribed in IS 2800(Part I), Inculding collecting samples from different strata, preparing and submitting strata chart/bore log, including hire & running charges of all equipments, tools , plants & machineries required for the job, all complete as per direction of engineer-in- charge , upto 90 metre depth below ground level 23.1.1 All type of soil 23.1.1.1.1 300mm dia

23.1.2 Rocky stratra including boulders 300 dia 23.1.2.1 300mm dia

23.3 Supplying , assembling, lowering and fixing in vertical postion in boro well, unplasticized PVC medium well casing (CM) pipe of required dia, conforming to IS 12818, including required hire and labour charges, fitting & accessories etc. all complete for all depths as per direction of engineer in charge 23.3.2 150mm dia 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 & labour charges, fittings accessories etc, all complete for all depths as per direction of engineer-in-charge. 150mm nominal size dia. 23.4.2 150mm dia nominal size dia

23.5 Supply, filling, spreading & leveling stone boulders of size range 5cm to 20cm, in recharge pit, thickness, for all leads and lifts, all complete as per direction Engineer in charge.

23.8 Gravel packing in tube well construction in accordance with IS 4097, including providing graval fine/medium coarse, in required grading & sizes as per actual requirement , all complete as per direction of engineer in charge

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

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

19.3.1 Providing and fixing in position pre-cast RCC manhole covers and frame of required shape and approved quality H D - 20 Circular shape 560 mm internal diameter

23.13 Providing and fixing suitable size threaded mild steel cap or shot welded plate to the top of borewell housing chasing pipe as per removable as per requirement, all complete for borewell of: 23.13.3 200mm dia

23.15 Providing and fixing Bail plug/Bottom plug of required dia to the bottom of pipe assembly of tubewell as per IS:2800 (Part-I) . 23.15.2 150mm dia

19.16 Providing orange colour safety foot rest of minimum 6mm thick plastic encapsulated as per IS:10910, on 12mm dia steel bar conforming to IS: 1786, having minimum cross section as 23mm X 25mm and over all minimum length 263mm and width as 165mm with minimum 112 mm space between protruded legs having 2mm tread on top surface by ribbing or chequiring besides necessary and adequate anchoring projection on tail length on 138mm as per standard drawing and suitable to with stand the bend test and chemical resistance identification mark to be visible even after fixing, including fixing manhole with cement concrete block 1:3:6(1 cement: 3 Coarse sand: 6 graded stone aggregrate 20mm nominal size) complete as per design

19.7.2.1 Constructing brick masonry manhole (silt chamber type) inside size 1.20X 0.90c 1.20m deep with FPS brick class designation 75 in cement mortar 1:4 (1 Cement: 4 coarse sand) 15mm thick RCC top slab with 500mm dia opening in cement concrete (1 cement: 2 C/sand: 4 graded stone agg, n/size reinforced with 18.92 kg cold twisted sreel bars 20cm foundation concrete 1:4:8 (1 cement: 4 C/sand: 8 graded stone agg 40mm size) inside plastering 12 mm thick with cement mortar 1:3 (1 cement: 3 C/sand) finished with a foating coat of neat cement and providing 75 mm thick bed concrete in 1:2:4 mix (1 cement: 2 C/sand: 4 graded stoneagg . 20mm n/size) including neat cement punning inside the manhole complete as per standard design/depth shall be measured from invert level of manhole excluding cost of manhole cover and frame which shall be paid for separately etc. All complete as per direction of engineer-incharge.

19.8.2.1 Extra for depth for manhole size ( 120cmx90cm) with common burnt clay F.P.S ( nonmodular) bricks of class designation 7.5

1.1.2 Carriage of Material by mechanical transport including loading ,unloading etc. Complete lead 1 km the place of disposal shall be approved by the engineer-in- charge

4.1.10 Providing and laying in position cement concrete of specified grade excluding the cost of cantering and shuttering - All work upto plinth level 1:5:10 (1 Cement: 5 coarse sand: 10 graded stone aggregate 40mm niminal size)

4.1.3 Providing and laying in position cement concrete of specified grade excluding the cost of cantering and shuttering - All work upto plinth level 1:2:4(1 Cement: 2 coarse sand: 4 graded stone aggregate 20mm nominal size)

BOREWELL 23.1 Boring/drilling bore well of required dia for casing / strainer pipe, by suitable method prescribed in IS:2800 (part I), including collecting samples from different strata, preparing and submitting strata chart/ bore log, including hire & running charges of all equipments, tools, plants & machineries required for the job, all complete as per direction of Engineer- in-charge, upto 90 metre depth below ground level. 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 l), including collecting samples from different strata, preparing and submitting strata chart/ bore log, including hire & running charges of all equipments, tools, plants & machineries required for the job, all complete as per direction of Engineer - in-charge, beyound 90 metre & upto 150 metre depth below groung level. 23.2.2 Rocky strata including Boulders 23.2.1 300mm dia

18.12.7 Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc. : External work 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, as per direction of Engineer in charge 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 direction of Engineer in charge 23.4.2 150 mm nominal size dia

23.8 Gravel packing in tubewell construction in accordance with IS: 4097, including providing gravel fine/ medium/ coarse, in required grading & sites 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 l) and IS:11189, to establish maximum rate of usable water yield without sand content (beyond permissible limit), with required capacity air compressor, running the compressor for required time till well is fully developed, measuring yield of well by "V" notch method or any other approved method, measuring static level & draw down etc. by step draw down method, collecting water samples & getting tested in approved laboratory, i/c disinfection of tubewell, all complete, including hire & labour charges of air compressor, tools & accessories etc., all as per requirement and direction of Engineer-incharge.

23.13 Providing and fixing suitable size threaded mild steel cap or spot welded plate to the top of bore well housing/ casing pipe, removable as per requirement, all complete for borewell of: 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 l), including necessary bolts & nuts of required size complete. 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-I). 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 all respect as per details given below : (For Borewell)

EXTENAL 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 layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within a lead of 50 m . 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 with one step CPVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge. 18.9.6 50 mm nominal outer dia Pipes

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

Constructing masonry Chamber 60x60x75 cm inside, in brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for sluice valve, with C.I. surface box 100 mm top diameter, 160 mm bottom diameter and 180 mm deep ( inside) with chained lid and RCC top slab 1:2:4 mix (1cement :2 coarse sand : 4 graded stone aggregate 20mm nominal size ) , i/c necessary excavation, foundation concrete 1:5:10 (1cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12 mm thick finished with a floating coat of neat cement complete as per standard design : 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 1:2:4mix (1 cement: 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) , i/c necessary excavation, foundation concrete 1:5:10 ( 1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12 mm thick finished with a floating coat of neat cement complete as per standard design 18/.37.1 With common burnt clay F.P.S.(non modular) bricks of class designation 7.5

18.60.1 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

18.61.1 Providing and fixing C.I. dirt box strainer for bulk type water meter with nuts, bolts, rubber insertions etc. complete conforming to IS : 2373 : 80 mm dia

SEWERAGE TREATMENT PLANT MR-2 Supply, installation, Testing and commissioning of Sewage Treatment Plant based on attached growth technology using the 'Moving Aerated Bio-media Reactor' (MBBR) process complete mechanical and electrical items with stand by pumps as mentioned below for STP

ELECTRIFICATION Electrical 1.10.3 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)

1.55 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. 1.55.3 Group C

1.14 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. 1.14.1 2 X 1.5 sq. mm + 1 X 1.5 sq. mm earth wire

1.14.2 2 X 2.5 sq. mm + 1 X 2.5 sq. mm earth wire

1.14.3 2 X 4 sq. mm + 1 X 4 sq. mm earth wire

1.14.4 2 X 6 sq. mm + 1 X 6 sq. mm earth wire

1.14.5 2 X 10 sq. mm + 1 X 6 sq. mm earth wire

1.14.6 2 X 16 sq. mm + 1 X 6 sq. mm earth wire

1.14.9 4 X 6 sq. mm + 2 X 6 sq. mm earth wire

1.14.10 4 X 10 sq. mm + 2 X 6 sq. mm earth wire

1.14.11 4 X 16 sq. mm + 2 X 6 sq. mm earth wire

MR 4 X 25 sq. mm + 2 X 10 sq. mm earth wire

1.31 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.

1.32 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 socke outlet and 15/16 A modular switch, connections etc. as required.

2.18 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.

2.20 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.

MR Supplying and fixing 63 amps, 415 volts, TPN industrial type, socket outlet, with 4 pole and earth, metal enclosed plug top along with 63 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.

1.20 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 1.20.2 25mm dia conduit

1.20.3 32mm dia conduit

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. 20mm dia conduit

1.21.2 25mm dia conduit

1.21.3 32mm dia conduit

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

Telephone wire 1.38 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. 1.18.1 2 Pair

1.19 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 1.24 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

1.24.1 2 way 5/6 A switch

1.24.3 15/16 A switch

1.24.4 3 pin 5/6 A socket outlet

1.24.5 6 pin 15/16 A socket outlet

1.24.6 Telephone socket outlet

1.24.7 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 1.27 Supplying and fixing following size/modules, GI box along with modular base and cover plate for modular switches in recess etc. as required. 1.27.1 1 or 2 Module (75mm x 75mm)

1.27.2 3 Module (100mmX75mm)

1.27.3 4 Module (125mmX75mm)

1.27.4 6 Module (200mmX75mm)

1.27.5 8 Module (125mmX125mm)

1.27.6 12 Module (200mmX150mm)

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

Down Lighter Supply and fixing of recess/ Surface/ Pendent mounting round 6 Watt 8 Watt LED Down Lighter having Powder coated die cast aluminium housing with heat sink, diffuser/ Reflector and driver set complete in all respect.(CAT AAA)

SITC of LED Wall bracket Luminaire with E27 base lamp holder suitable for LED bulb of wattage 12W with chrome lamp cup. Similar to Wipro LM91 or equivalent

Supply and fixing of recess/ Surface/ Pendent mounting round 10 to 15 Watt LED Down Lighter having Powder coated die cast aluminium housing with heat sink, diffuser/ Reflector and driver set complete in all respect.(CAT AAA)

Supply and fixing of recess mounting round 15 to 18 Watt LED Down Lighter having Powder coated die cast aluminium housing with heat sink, diffuser/ Reflector and driver set complete in all respect.(CAT AAA)

For Double height Supply and fixing of recess/surface mounting round 24 Watt to 32 Watt LED Down Lighter having Powder coated die cast aluminium housing with extended heat sink, diffuser/ Reflector and driver set completed in all respects.(CAT AAA)

2'X2' Square Fittings Supply and fixing of 36 Watt to 46 Watt indoor Recess mounting LED Square Fitting for Armstrong Ceiling having Powder coated die cast aluminium housing body with extended heat sink and diffuser of Special Polycarbonate meterial and driver set complete in all respect.(CAT AAA)

LED Tube Light 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 respect.

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 respect.

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

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.

Supply and fixing of 3 Watt LED Path / Walkover luminaire having powder cotated die cast aluminium body with drive set . Confirming to IP 65 Protection complete in all respect.CAT-AAA

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.(CAT - AAA)

Supply and fixingof Mirror Wall Light oblong 10 Watt LED luminaire with driver set confirming to IP 65 and above Protection . complete in all respectsimilar to Philips model No. BN021 LED 10S.

Supply, installation, connecting, testing and commissioning of illuminated exit sign with 1 x 6 watt LED lamp including providing maintenance free batteries & charger capable of working for 2 hr duration mounted on ceiling/wall complete with the approved EXIT self adhesive labels as per site requirement as required including connection with 1.5 sqmm FRLS PVC insulated copper conductor similar to Prolite or equivalent

Supply & installation LED cove strip 5 Meter length similar to philips Cat No. LED Strip SKYCove 5M WW with copper wiring for looping

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 Value (CMM/W) minimum 6.85, Air delivery minimum 215 CMM, 350 RPM (tolerance as per IS : 374- 2019), THD less than 10%, remote or electronic regulator unit for speed control and all remaining accessories including safety pin, nut bolts, washers, temperature rise=75 degree C (max.), insulation resistance more than 2 mega ohm, suitable for 230 V, 50 Hz, single phase AC Supply, earthing etc. complete as required.

Supplying, erection, connecting, testing and commissioning of 750 mm wall circulating fan complete in all respect including fixing wiring connection etc Similar to Usha Dominaire

Supplying, erection, connecting, testing and commissioning of 400 mm wall fan complete in all respect including fixing wiring connection etc Similar to havells Platina

Supplying, erection, connecting, testing and commissioning of following size exhaust fan complete with gravity louver and connection with 3 core flexible wire as required. 380mm 900 RPM

450mm 900 RPM

Supply and fixing of single unit LED aviation obstruction light complete with transformer and LED spiral etc complete in all respect..(CAT AAA)

Erection and testing of ceiling fan and regulator for room height upto 3.5 metres including supply of 3mm thick G.I.Pipe19mm dia. Duly painted, complete in all respect.

Add extra to item (1116) for 15cm or part thereof for room height from 3.5 to 5.00 metres.

Erection and testing of exhaust fan on the existing hole with suitable size of rag bolts, nuts and washers etc., complete in all respect.

Making hole in the wall for exhaust fan and finishing properly complete in all respect.

Supply and fixing hexagonal/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 name should be embossed. Fixing with wiring conduit laid in the R.C.C. roof before concreting alongwith supply of all material, labour, T&P etc. required for proper completion of the work.

Supplying and fixing M.S. box with Phenolic laminate plate 4- way splitter box for TV antenna complete as required.

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 wooden base plate complete as required.

SPN DB Supplying and fixing following way, single pole and neutral, sheet steel, MCB distribution board, 240 V, on surface/ recess, complete with tinned copper bus bar, neutral bus bar, earth bar, din bar, interconnections, powder painted including earthing etc. as required. (But without MCB/RCCB/Isolator) 2.3.1 6 way , Double door

2.3.2 8 way , Double door

2.3.3 12 way , Double door

TPN DB Supplying and fixing of following ways,horizontal type three pole and neutral, sheet steel, MCB distribution board, 415 V, on surface/ recess ,complete with tinned copper bus bar, neutral link, earth bar, din bar,interconnections, powder painted including earthing etc. as required. ( But without MCB/RCCB/Isolator) 4 way Double door 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 (but without MCBs/MCCB and incomer ) as required . (Note : Vertical type MCB TPDB is normally used where 3 phase outlets are required.) 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 required.

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 required. 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 Release

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 existing MCB DB complete with connections, testing and commissioning etc. as required. 2.10.1 Single pole

2.10.4 Triple pole

2.14 Supplying and fixing following rating, four pole, (three phase and neutral), 415 volts, residual current circuit breaker (RCCB), having a sensitivity current 30 mA in the existing MCB DB complete with connections, testing and commissioning etc. as required 2.14.1 25 A

2.14 Supplying and fixing following rating, four pole, (three phase and neutral), 415 volts, residual current circuit breaker (RCCB), having a sensitivity current 30 mA in the existing MCB DB complete with connections, testing and commissioning etc. as required 2.14.1 25 A

Supplying, installation, testing and commissioning of cubical type MV Panel made out of 14 SWG CRCA sheet steel, totally enclosed IP-54 protection, free standing, floor mounted dust and vermin proof, indoor type compartmentalized powder coated of approved shade after antirust treatment (with min seven tanks ) suitable with busbar interconnection with suitable size of copper lead/solid Aluminium strips, control circuits & bottom base channel of MS section not less than 100mmx50mmx5mm (thick), Fabrication shall be done in transportable section ,entire panel shall have a common earth busbar at rear with 2 nos earth stud cable alleys, cable gland plates in two half as required as per single line diagram & specification enclosed with the following switch gears NOTE: All MCCBs shall have Ics=Icu=100% MCB Should be connected throught terminal Strip of suitable rating All outgoing MCCB feeders shall have ON/OFF Trip indication lights (LED Type) Panel Specification as stated above (ADMIN LIGHT & POWER PANEL) Incomer 2 Nos.1000 A FP ACB (50 KA) 2 Set phase indication lights (R, Y, B) 2 No. Volt Meter (digital type) with inbuilt VSS & control fuses. 2 No. 0-1000Amp. Ammeter (digital type) with inbuilt ASS Provision of Space for dual source energy meter with CT Bus Coupler1000 A (50 KA) BUS BARS:- 1000 Amps. TP&N aluminium bus bars (50 KA) OUT GOINGS:- 2 Nos 630 Amp. FP MCCB (25 KA) 2 Nos 400 Amp. FP MCCB (25 KA) 4 Nos 315 Amp. FP MCCB (25 KA) 10 Nos 100 Amp. FP MCCB (25 KA) 10 Nos. 63 Amps. FP MCCB (25KA)

Panel Specification as stated above (ADMIN LIGHT & POWER FLOOR PANEL) Incomer 1 Nos.315 A FP ACB (50 KA) 1 Set phase indication lights (R, Y, B) 1 No. Volt Meter (digital type) with inbuilt VSS & control fuses. 1 No. 0-315Amp. Ammeter (digital type) with inbuilt ASS Provision of Space for dual source energy meter with CT BUS BARS:- 500 Amps. TP&N aluminium bus bars (50 KA) OUT GOINGS:- 4 Nos 63 Amp. FP MCB (25 KA) 4 Nos 40 Amp. FP MCB (25 KA)

Panel Specification as stated above (ADMIN UPS PANEL) Incomer 1 Nos.250 A FP ACB (50 KA) 1 Set phase indication lights (R, Y, B) 1 No. Volt Meter (digital type) with inbuilt VSS & control fuses. 1 No. 0-250 Amp. Ammeter (digital type) with inbuilt ASS Provision of Space for dual source energy meter with CT BUS BARS:- 315 Amps. TP&N aluminium bus bars (50 KA) OUT GOINGS:- 10 Nos 40 Amp. FP MCB (25 KA)

Panel Specification as stated above (ADMIN Lift Panel) Incomer 1 Nos 250 Amps Automatic Change Over Switch 1 No. 250 A FP MCCB (36 KA) 1 Set phase indication lights (R, Y, B) 1 No. Volt Meter (digital type) with inbuilt VSS & control fuses. 1 No. 0-250 Amp. Ammeter (digital type) with inbuilt ASS BUS BARS:- 400 Amps. TP&N aluminium bus bars (36 KA) OUT GOINGS:- 6 Nos. 63 Amps. FP MCB (25KA)

Panel Specification as stated above (TYPE 4 LIGHT & POWER PANEL) Incomer 1 No. 160 A FP MCCB (36 KA) 1 Set phase indication lights (R, Y, B) 1 No. Volt Meter (digital type) with inbuilt VSS & control fuses. 1 No. 0-160 Amp. Ammeter (digital type) with inbuilt ASS Provision of Space for dual source energy meter with CT BUS BARS:- 200 Amps. TP&N aluminium bus bars (36 KA) OUT GOINGS:- 6 Nos 63Amp. FP MCB (25 KA)

Panel Specification as stated above (TYPE-3 LIGHT & POWER PANEL Incomer 1 No. 125 A FP MCCB (36 KA) 1 Set phase indication lights (R, Y, B) 1 No. Volt Meter (digital type) with inbuilt VSS & control fuses. 1 No. 0-125 Amp. Ammeter (digital type) with inbuilt ASS Provision of Space for dual source energy meter with CT BUS BARS:- 160 Amps. TP&N aluminium bus bars (36 KA) OUT GOINGS:- 4 Nos 63 Amp. FP MCB (25 KA)

EARTHING 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.

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 crystalline conductive mixture (CCM) having anti corrosive & conductive property with 50 kgs activated soil (BFC) capable of reducing the soil resistivity with good mixture of retaining capacity along with 30cm square C.I. frame with hinged cover & masonry husing (from electrode terminal to switch board, cost of 25 x 3 G.I . strip will be extra) Make: As approved in U.P. P.W.D., & C.P.R.I. Certified

Providing and fixing 25 mm X 5 mm G.I. strip on surface or in recess for connections etc. 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 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.

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.

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)

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.

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)

Supply and lying of 32mm x 6 mm G.I. strip from earth electrode directly in the ground as required complete in all respect.

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. bolts, nuts, chuck nuts and spring washers etc. complete as required.

1.04 Supplying, installation, testing & commissioning of repeater panel wih 320 character/ Touch screen LCD display with inbuilt reset, acknowledge and silence switches complete as required.

1.05 Supplying, installation, testing & commissioning of intelligent analog addressable photothermal detector complete with mounting base complete as required.

1.06 Supplying, installation, testing & commissioning of response indicator on surface/recessed MS Box having two LED, metallic cover complete with all connections etc as required.

1.07 Supplying, installation, testing & commisssioning of intelligent addressable programmable sounder complete as required.

1.08 Supplying, installation, testing & commissioning of fault isolator complete with base as required.

1.09 Supplying, installation, testing & commissioning of intelligent addressable thermal detector with rate of rise cum fixed tempreature thermistor complete with base as required.

1.1 Supplying, installation, testing & commissioning of addressable fire control module complete as required.(For automatic door closers, elevator controls, fire suppression systems, smoke ejectors etc)

1.11 Supplying, installation, testing & commissioning of addressable fire monitor module complete as required.

1.12 Supplying, installation, testing & commissioning of addressable phone control module complete as required.

1.13 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.

1.14 Supplying, installation, testing & commissioning of intelligent addressable duct detector including suitable Photo detector complete with base as required.

1.15 Supplying, installation, testing & commissioning of addressable manual call point complete as required.

1.16 Supplying, installation, testing & commissioning of addressable horn cum strobe complete as required.

1.17 Supplying, installation, testing & commissioning of fire fighter telephone handset complete as required.

1.18 Supplying, installation, testing & commissioning of fire fighter phone jack complete as required.

PUBLIC ADDRESS SYSTEM 2.01 Supplying, installation, testing & commissioning of 6 zone, voice alarm controller with USB, MP3 player (including 6 zone button paging station) with seamless integration facility with main fire alarm panel for voice evacuation complete as required.

2.02 Supplying, installation, testing & commissioning of 1.5/3/6W ceiling speaker complete as required.

2.03 Supplying, installation, testing & commissioning of 1.5/3/6W metal box ceiling/wall speakers complete as required.

2.04 Supplying, installation, testing & commissioning of ceiling/wall mounted loud speaker, 3/1.5 Watt in ABS enclosure complete as required.

2.05 Supplying, installation, testing & commissioning of 6 inches dia, 2 watts, 70/100 volts ceiling speaker complete as required.

2.06 Supplying, installation, testing & commissioning of digital audio amplifier 75 Watt, 25V rms operating at 240 Volt AC Supply complete as required.

2.08 Supplying, installation, testing & commissioning of Voice command keypad 6 zone, with microphone assembly complete as required.

Cabling and Wiring 3.01 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.

3.02 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.

3.03 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. speaker cable Single pair, 2-core, 1.5 sqmm

3.05 Supplying and fixing 25 mm dia MS flexible pipe with PVC coating along with all ancillaries and accessories like coupler etc. as required.

3.06 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. 3.06 (A) 25mm dia conduit

3.06 (B) 32mm dia conduit

FIRE FIGHTING 6. 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. 6.2 150 mm dia

7. Providing, laying, testing & commissioning of 'C' class heavy duty MS pipe conforming to IS 3589/IS 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 : 7.1 25 mm dia

7.1 32 mm dia

7.1 40 mm dia

7.1 50 mm dia

7.5 65 mm dia

7.6 80 mm dia

7.7 100 mm dia

7.8 150 mm dia

7.9 200 mm dia (wall thickness 6.3 mm)

9. 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 : 9.1 Single headed Gunmetal

10. 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 : 10.1 Single headed Gunmetal

11. 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 : 11.4 80 mm dia

11.6 150 mm dia

11.7 200mm dia

12.7 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

15.4 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

14. 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 : 14.4 80mm dia

14.7 150mm dia

14.8 200mm dia

16. Supplying and fixing 63 mm dia, 15 m long RRL hose pipe with 63 mm dia male and female couplings duly bound with GI wire, rivets etc. conforming to IS 636 (type-A) as required : 16.1 Gun Metal

17 Supplying and fixing first-aid Hose Reel with MS construction spray painted in post office red, conforming to IS 884 complete with the following as required. 20 mm nominal internal dia water hose thermoplastic (Textile 20 mm nominal internal dia gun metal globe valve & nozzle. Drum and brackets for fixing the equipmets on wall. Connections from riser with 25 mm dia stop gun metal valve & M.S. Pipe 17.1 30 m

18. Supplying & fixing 63 mm dia gun metal short branch pipe with 20 mm nominal internal diameter size nozzle conforming to IS 903 suitable for instantaneous connection to interconnect hose pipe coupling as 18.1 Gun Metal

19. Supplying and fixing of fire brigade connection of cast iron body with gun metal male instantaneous inlet couplings complete with cap and chain as reqd. for suitable dia MS pipe connection conforming to IS 904 as required : 19.2 4 way - 150 mm dia M.S. Pipe

20. Supplying and fixing air vessel made of 250 mm dia, 8 mm thick MS sheet, 1200 mm in height with air release valve on top and flanged connection to riser, drain arrangement with 25 mm dia gun metal wheel valve with required accessories, pressure gauge and paintingwith synthetic enamel paint of approved shade as required.

21. Providing, fixing, testing & commissioning of 15mm dia quartzoid bulb type sprinklers of rating 68 degree centigrade with required accessories : 21.1 Pendent Sprinkler

22. Providing & fixing of pressure switch in M.S. pipe line including connection etc. as required.

23. Providing & fixing flow switch in following sizes M.S. pipe including connection etc as required. 23.2 150mm dia

24. Providing, fixing, testing & commissioning of installation control valve of cast iron ody, brass/bronze working parts comprising of water motor alarm, bronze seat clapper, clapper arm and hydraulically driven mechanical gong bell to sound continuous alarm when the wet riser/sprinkler system activates, pressure gauges, emergency releases, strainer, pressure switch, cock valve complete with drain valve and bypass, test control box, ball valves, MS pipe of required size, flanges, orifice plate, gasket etc of follwing sizes as required : 24.3 150mm dia

25. Supplying, installation, testing & commissioning of sprinkler flexible pipe (UL Listed) of stainless steel complete with 15 NPT on reducer thread with maximum working pressure of 175 PSI test pressure of 875 PSI (Burst) with branch line (Inlet) 25mm NPT male thread to sprinkler head (Outlet) 15mm NPT female thread with reducer, nipple, 2 side brackets, center bracket, stockbar of following sizes complete as required. 25.2 1000mm

13. Supplying and fixing orifice plate made out of 6 mm thick stainless steel (Grade 304) with orifice of required size to be fitted between flange & landing valve of external and internal hydrants to reduce pressure at the outlet to the level of 3.5 kg/cm2 complete as required.

MR-1 Providing & fixing dial type (100 mm) pressure gauge with isolation ball valve suitable for working pressure of 250 PSI, short pieces, nipples, elbows, stainless steel 'U' tube & ball valve, etc as required as per specifications.

MR-2 Providing & fixing Auto Air vent for fire hydent and sprinkler, suitable for pressure not less than 15 Kg/Sq.cm.25 mm dia 25 mm dia

MR-3 Providing and fixing inspectors test assembly complete with test valve, sight glass sectional drain valve, union with corrosion resistant orifice with UL & FM approved all complete as per drawing and as per specifications. 50 mm dia

MR-4 Supply, installation, testing and commissioning ISI marked (IS:2878) Fire Extinguisher, Carbon-di-oxide type capacity 4.5 Kg. Flat base including valve, discharge hose of not less than 10 mm dia, 1M long and complete in all respects including initial fill with CO2 gas conforming to IS:307-1966 and walll suspension braket as required as per specifications.

MR-5 Supply, installation, testing and commissioning of 4kg ABC (Powder Type) Fire Extinguisher. Mild Steel Cylinders ISI marked TAC approved fitted with pressure indicating gauge, internal tube, squeeze lever type valve fully charged with ABC powder (Mono Ammonium Phosphate) pressured by Nitrogen complete in all respects including wall suspension bracket and conforming to IS:13849-1993 as required as per specifications.

MR-7 Providing and fixing fire hose cabinet fabricated from 16 gauge M.S. Sheet with single or double glazed front door (with 4 mm thick glass) and locking arrangement, painted fire red with stove enamelled paint "FIRE HOSE" written on front including necessary supports approximate size. 2100x900 mm (IFH) (Door )

900x600x500 mm deep.(EFH)

MR-8 Providing & fixing double flanged flexicon rubber expansion joint (suitable for system test pressure) of standard length as per specs including rubber gaskets, flanges, nuts, bolts and washers complete as required as per specifications. 100 mm dia

150 mm dia

MR-9 Providing, fixing, testing and commissioning gun metal suction coupling for fire brigade draw out of water from fire tank with 100 mm dia pipe with companion flange as per table "E", Cast Iron foot valve including nuts, bolts, gasket etc. complete in all respects. Two way

MR-10 Providing and fixing standard fireman's axe with heavy insulated rubber handle conforming to IS: 926 complete.

FIRE FIGHTING PUMPS 1. Supplying, installation, testing and commissioning of Electric driven Main Fire Pump suitable for automatic operation and consisting of following, complete in all respects, as required : Horizontal type, single stage, centrifugal, split casing pump of cast iron body & bronze impeller with stainless steel shaft, mechanical seal conforming to IS 1520. Suitable HP Squirrel cage induction motor, TEFC, synchronous speed 1500 RPM, suitable for operation on 415 volts, 3 phase 50 Hz, AC supply with IP 55 protection for enclosure, horizontal foot mounted type with Class-'F' insulation, conforming to IS-325. M.S. fabricated Common base plate, coupling, coupling guard, foundation bolts etc. as required. Suitable cement concrete foundation duly plastered with anti vibration pads. 1.5 2280 lpm at 70 m Head

2. Supplying, installation, testing and commissioning of diesel engine driven main fire pump suitable for automatic operation and consisting of following, complete in all respects, as required : (Diesel Driven Pump) Horizontal type, single stage, centrifugal pump of cast of iron body and bronze impeller with stainless steel shaft, mechanical seal conforming to IS 1520. Suitable HP, 1500 RPM water cooled with radiator, diesel engine conforming to relevant IS standard complete with auto starting mechanism, 12 /24 volts electric starting equipment, diesel tank, exhaust pipe extended upto 10 m outside pump house duly insulated with 50 mm thick glass wool with 1.0 mm thick aluminium sheet cladding, residential silencer, instruments and protection as per standard specification, stop solenoid for auto stop in the event of fault with audio indications, painted with post office red colour etc. as required. M.S fabricated, common base plate, coupling, coupling guard, foundation bolts etc. as required. Suitable cement concrete foundation duly plastered and with anti vibration pads. 2.5 2280 lpm at 70 m Head

3. Supplying, installation, testing and commissioning of electric driven pressurisation pump suitable for automatic operation and consisting of following,complete in all respects, as required : (Jockey Pump) Horizontal type, single stage, centrifugal pump of cast iron body and bronze impeller with stainless steel shaft, mechanical seal conforming to IS : 1520. Suitable HP squirell cage induction motor TEFC type suitable for operation on 415 volts, 3 phase 50 Hz AC supply with IP 55 class of protection for enclosure, horizontal foot mounted type with Class-'F' insulation, conforming to IS : 325. M.S.fabricated Common base plate, coupling, coupling guard, foundation bolts etc. as required. Suitable cement concrete foundation duly plastered and with anti vibration pads. 3.2 180 lpm at 70 m Head

HVAC Supply Installation, Testing & Commissioning of modular type Variable Refrigerant Flow/ Variable Refrigerant Volume aircooled Outdoor units suitable for cooling and heating, having all hermetically sealed inverter type Scroll Compressor(s) ,minimum two compressors for above 14HP modules, microprocessor based Controller ,top discharge type condensing unit(s), with R410A Refrigerant ,vibration isolators ,with suitable foundation etc. complete as required. The unit shall deliver the rated capacity at AHRI Condition s and work even at 50°C ambient temperature without tripping. The units hall be suitable t owork on 400V+/- 10%,3Phas e,50Hz AC power supply .The unit shall be filled with first charge of the refrigerant and ready for use as required .The COP at AHRI conditions shall not be less than 3.1 and IEER not less than 6.5 (Approved Makes :Daikin /Toshiba/ General /Mistribushi /Voltas ) Outdoor Units 20 HP

Supply,installation,testing and commissioning of following minimum capacity 4- way flow VRV/VRF Cassette Type Indoor ceiling mounted unit equipped with synthetic washable media prefilter ,fan section with low noise fan/dynamically balanced blower ,multi speed motor ,coil section with DX Copper coil,electroni cexpansion valve, outer cabinet ,drain pump,grill,necessary supports,vibration isolation, cordless remote control etc.,suitable for Operation on single phase 230V±10%,50Hz AC supply ,complete ,as required. The unit shall have automatic force shut down provision in case offire on receiving signal from BMSSystem .The cooling capacity of indoor unit will beat air inlet conditions of 27 Degree CDB and 19 Degree CWB temperature.(Approved Makes: Daikin/Toshiba/General/Mistribushi/Voltas) 0.8 TR

Supply,installation,testing and commissioning of following minimum capacity VRV/VRF Highwall type Indoor unit equipped with washable synthetic media pre- filter, fans ection with low noise fan /dynamically balanced blower,multi speed motor,coil section with DX copper coil,electronic expansion valve, outer cabinet ,cordless remote control ,drain pan ,necessaryaccessories etc .,suitable for operationon 230V±10%,50Hz ,single phase AC supply ,complete as required. The unit shall have automatic force shut down provision in case of fire on receiving signal from BMS System .The cooling capacity of indoor unit will beat air inlet conditions of 27Degree C DB and 19 Degree C WB temperature. CWB temperature.(Approved Makes: Daikin/Toshiba/General/Mistribushi/Voltas) 0.8 TR

Supply,Installation,testing and commissioning of corded remote controls as per drawing and specifications (Approved Makes: Daikin/Toshiba/General/Mistribushi/Voltas)

Supply,Installation,testing and commissioning of centralised remote controlers as per drawing and specifications

Interconnecting 'Y' Joints i.e. Refnet Joints/ Header with Y-joints and headers

Supply, Installation, testing and commissioning including vaccumiazation and Nitrogen testing of following nominal sizes of soft/hard drawn copper refrigerant piping for VRV system, complete with fittings, with suitable adjustable ring type hanger supports, jointing/brazing including accessories, insulated with XPLE Class-0 tubular insulation/with Class-0 closed cell elastometric nitrile rubber tubular sleeves sections of specified thickness as given below for Suction and Liquid lines, all accessories as per specifications etc with necessary refrigerant joint as required. 6.4 mm dia (OD) (Soft drawn) with tube thickness 1.2 mm with 19 mm thick insulation

9.5 mm dia (OD) (Soft drawn) with tube thickness 1.2 mm with 19 mm thick insulation

12.7 mm dia (OD) (Soft drawn) with tube thickness 1.2 mm with 19 mm thick insulation

15.86 mm dia (OD) (Soft drawn) with tube thickness 1.2 mm with 19 mm thick insulation

19 mm dia (OD) (Hard drawn) with tube thickness 1.2 mm with 19 mm thick insulation

22.2 mm dia (OD) (Hard drawn) with tube thickness 1.2 mm with 19 mm thick insulation

25.4 mm dia (OD) (Hard drawn) with tube thickness 1.2 mm with 19 mm thick insulation

28.58 mm dia (OD) (Hard drawn) with tube thickness 1.2 mm with 19 mm thick insulation

34.9 mm dia (OD) (Hard drawn) with tube thickness 1.62 mm with19 mm thick insulation

41.27 mm dia (OD) (Hard drawn) with tube thickness 1.62 mm with 19 mm thick insulation

Supply installation testing commissioning Shielded Control Cables for VRV System with necessary ISI mark Medium class rigid PVC pipes with necessary accessories with termination in machine and control equipments. 2C X 1.5 Sq mm Shielded Armoured(for transmission)

2C X 1.5 Sq mm Shielded Armoured(for remote)

Propellar Type Fan Supply,installation,testing and commissioning of Propeller type free discharge exhaust fans complete with motor , fan ,exhaust Louvers as per drawings and specifications. 200 mm dia

Inline Ducted Type Exhaust /FRESH AIR Fans Supply, Installation, testing and Commissioning of ceiling / floor mounted Rectangular box type/circular type Inline fan, for toilet exhaust , ot exhaust , lab exhaust constructed of GSS duly powder coated as per detailed specifications, complete with forward curved SISW fan, motor and drive suitable for 220 ± 10% volts, 1 phase, 50 Hz A.C supply, with necessary canvas connection etc complete in all respects. 500 cfm at 10 mm static

250 cfm at 10 mm static

Rectangular ductwork for toilet Supply, installation, balancing and commissioning of fabricated at site GSS sheet metal rectangular/round ducting complete with neoprene rubber gaskets, elbows, splitter dampers, vanes, hangers, supports etc. as per approved drawings and specifications of following sheet thickness complete as required. 24 Gauge (thickness 0.63mm sheet)

Supplying & fixing of powder coated extruded aluminium Supply air grill/ Return Air Grills with louvers but with/without volume control dampers complete as required.

Drain Piping : Supply,installation,testing and commissioning of of CPVC pipes having thermal stability for condesate water including wrapping of 9mm thick class 0 nitrile rubber insulation with suitable adhesive with all CPVC plain and brass threaded fittings including the pipes with clamps 1metre spacing.This including jointing of pipes with one step CPVC solvent cement and testing of joints complete as per drg and specifications 50 mm dia

40 mm dia

32 mm dia

25 mm dia

Supplying and installing following size of perforated Hot Dipped Galvanised Iron cable tray (Galvanisation thickness not less than 50 microns) with perforation not more than 17.5%, in convenient sections, joined with bends , reducer and all accessories ,connectors, suspended from the ceiling with G.I. suspenders including G.I. bolts & nuts, etc. as required. 100 mm width X50 mm depth X1.6 mm Thickness

150 mm width X50 mm depth X1.6 mm Thickness

300 mm width X50 mm depth X1.6 mm Thickness

450 mm width X50 mm depth X2 mm Thickness

LIFT WELL PRESSURIZATIONFANS-Supply, installation, testing and commissioning of AMCA Certified (For Air and Sound Performance) vane axial flow fan of different capacity as mentioned in schedule in standard M.S. construction. Entire fan model & AMCA seal shall appear in technical submittal of fan. All the fans are synthetic enamelled painted / hot dip galvanized with minimum 220 GSM Zinc coating and complete with bird screen at Inlet. The electric motor coupler shall be squirrel cage induction motor (EFF-2 type) confirming to IS-325 IP 55 with class H insulation. . Fan efficiency should not be less than 60% noise level shuld not be more than as specified in schedule when measured in hemisperical reverberant room conditions with backdraft damper. Fans should be as per specification and drawings. 3500 CFM - 25MM STATIC

STAIRCASE PRESSURIZATIONFANS-upply, installation, testing and commissioning of AMCA Certified (For Air and Sound Performance) vane axial flow fan of different capacity as mentioned in schedule in standard M.S. construction. Entire fan model & AMCA seal shall appear in technical submittal of fan. All the fans are synthetic enamelled painted / hot dip galvanized with minimum 220 GSM Zinc coating and complete with bird screen at Inlet. The electric motor coupler shall be squirrel cage induction motor (EFF-2 type) confirming to IS-325 IP 55 with class H insulation. . Fan efficiency should not be less than 60% noise level shuld not be more than as specified in schedule when measured in hemisperical reverberant room conditions with backdraft damper. Fans should be as per specification and drawings.FOR STAIRCASE PRESSURIZATION 10000 CFM - 25MM STATIC

Supplying and installing following size of perforated Hot Dipped Galvanised Iron cable tray (Galvanisation thickness not less than 50 microns) with perforation not more than 17.5%, in convenient sections, joined with bends , reducer and all accessories ,connectors, suspended from the ceiling with G.I. suspenders including G.I. bolts & nuts, etc. as required. 100 mm width X50 mm depth X1.6 mm Thickness

150 mm width X50 mm depth X1.6 mm Thickness

300 mm width X50 mm depth X1.6 mm Thickness

450 mm width X50 mm depth X2 mm Thickness

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 Core 16 Sqmm. Alum. Armd

3 Core 10 Sqmm. Alum. Armd

3 Core 6 Sqmm. Alum. Armd

Earthing : Supply,installation,testing and commissioning of following double earthing continuity conductor of Cu from Panels to respective equipment on surface or recess as per drawings and specifications. 25 mm X 5 mm strip

8 SWG wire

UPS SYSTEM Supply, installation, testing & commissioning of the following: IGBT based 60 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.

SUBSTATION L.V. PANEL BOARD MAIN LT Panel 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

APFC PANEL Supplying, installation, testing and commissioning of free standing, front operated cubical type capacitor control panel with aluminium bus bars of current density 0.8Amps/sq.mm.& rupturing capacity(50KA), LED indicating lamps interconnections with under noted switch gears as per technical specifications and drawings complete as required. All MCCB shall have rotary operating handles. (capacitor control panel)

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

3.5 x 240 sq.mm

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 ground complete 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

3.5 x 240 sq.mm

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

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 kV grade 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

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

Supply and making end termination with brass double compression gland including providing 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

4 x 4 sq.mm

4 x 2.5 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 thick 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 with inscription 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.

SUB-HEAD -III: EARTHING 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)

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畓灰祬湩⁧湡⁤慬楹杮漠⁦潦汬睯湩⁧楳敺䐠䍗䠠偄⁅楰数䤠䥓洠牡敫⁤污湯⁧楷桴愠汬愠捣獥潳楲獥氠歩⁥潳正瑥‬敢摮‬潣灵敬獲攠捴‮潣普牯業杮琠卉ㄠ㤴〳‬慐瑲䤠⁉潣灭敬整眠瑩⁨楦瑴湩⁧湡⁤畣瑴湩Ⱨ樠楯瑮湩⁧瑥⹣楤敲瑣†湩†牧畯摮†㜨‵挠戠汥睯†牧畯摮†敬敶⥬†湩汣摵湩⁧攠捸癡瑡潩愠摮†敲楦汬湩⁧琠敨†牴湥档†畢⁴硥汣摵湩⁧慳摮挠獵楨湯湩⁧湡⁤牰瑯捥楴敶挠癯牥湩⁧瑥⹣‬潣灭敬整愠⁳敲畱物摥ਮ〹洠楤⁡伨ⵄ〹洠…䑉㜭‶浭渠浯湩污⨩㈱‰浭搠慩⠠䑏ㄭ〲洠…䑉ㄭ㌰洠潮業慮⥬À倀潲楶楤杮‬氠祡湩⁧愠摮†楦楸杮†潦汬睯湩⁧搠慩†⹇⹉†楰数†洨摥畩挠慬獳 椠朠潲湵⁤挠浯汰瑥⁥眠瑩⁨䜠䤮‮楦瑴湩獧椠据畬楤杮琠敲据楨杮⠠㔷挠敤灥愩摮爠ⵥ楦汬湩⁧瑥⁣獡爠煥極敲੤〸洠楤੡〱‰浭搠慩ٲȈ䐀ੇ敄楳湧‬畳灰祬愠⁴楳整‬湩瑳污慬楴湯‬整瑳湩⁧…潣浭獩楳湯湩⁧景㌠瀭慨敳‬ㄴ‵潶瑬‬㔱〰删䵐‬㔠‰䠠ⱚ†楄獥汥†敧敮慲潴⁲猠瑥†楷桴†牰浩⁥爠瑡湩⁧挠灡捡瑩⁹漠⁦㘠〳†噋⁁愠⁴〠㠮†晰氠条楧杮†楤獥汥†湥楧敮†污整湲瑡牯†敳⁴洠畯瑮摥†湯†潣浭湯†慢敳†牦浡⁥椠漠瑵潤牯†祴数愠潣獵楴⁣攠据潬畳敲†‬搠祡†慴歮‬眠瑩⁨倠䍃†慐敮眠瑩⁨䄠䙍†慐敮ⱬ摁灯整⁲戠硯†楷桴†䱁攠瑸湥敤⁤戠獵†慢Ⱳ†慢瑴牥ⱹ†慢瑴牥†档牡敧Ⱳ†敲畴湲†畦汥†潣汯牥‬愠瑮⁩瘠扩慲楴湯†潭湵楴杮瀠摡⁳†湩汣摵湩⁧†敲楳敤瑮慩†楳敬据牥‬†湥楧敮†愠瑬牥慮潴Ⱳ†瀠捣†戠獡摥†愠瑵†瑳牡⁴†…祳据牨湯穩瑡潩敳ⱴ†慳敦楴獥眠瑩⁨捡散獳牯敩⁳獡瀠牥猠数楣楦慣楴湯挠浯汰瑥⁥獡爠煥極敲⹤䐠敩敳攠杮湩⁥猠慨汬†潣普牯潴†卉ㄺ〰〰†湡⁤愠瑬牥慮潴⁲猠慨汬†敢†敳晬†硥楣整⁤挠浯汰瑥⁥楷桴䄠剖琠卉㐺㈷⸲敇獮瑥猠潨汵⁤敢挠灡扡敬琠慴敫愠癡牥条⁥潬摡湩⁧景洠湩浩浵㠠┵‮渠瑥†畯灴瑵†桳污戠⁥搠獥杩敮⁤䀠†〵†敤牧敥†浡楢湥⁴⸠祓据牨湯獩瑡潩猠潨汵⁤戠⁥慢敳⁤湯丠慍瑳牥䰠杯捩映牯猠獹整敲楬扡汩瑩⁹‮湁⁹敧獮瑥爠慥档湩⁧慲整⁤偒⁍桳畯摬愠瑵浯瑡捩污祬戠捥浯⁥慭瑳牥⸠噁⁒桳畯摬戠⁥楤楧慴祴数䄠剖琠牰癯摩⁥慦瑳爠獥潰獮⁥楷桴†敲灳捥⁴琠挠慨杮⁥椠氠慯⁤Ⱐ†瑩†桳畯摬†牰癯摩⁥搠杩瑩污†潧敶湲湩⁧†眠瑩⁨搠杩瑩污椠潳档潲潮獵†猠湹档潲楮慳楴湯‮††潔†椠灭潲敶†琠敨†爠汥慩楢楬祴†漠⁦†桴⁥†祓瑳浥†Ⱐ†琠敨猠湹档潲楮楺杮洠摯汵⁥桳畯摬戠⁥慰瑲漠⁦湅楧敮䌠湯牴汯敬⁲‮潎攠瑸牥慮潣瑮潲汬牥猠潨汵⁤敢†獵摥†潦⁲猠湹档潲楮楳杮†湡⁤猠慨汬†潮⁴戠⁥愠捣灥整⹤敇獮瑥†潣瑮潲汬牥†桳畯摬†慨敶圠慥慂瑴牥⁹潍楮潴楲杮猠獹整‮桔⁥潣瑮潲祳瑳浥猠潨汵⁤整瑳琠敨戠瑡整祲攠捡⁨楴敭琠敨朠湥敳⁴獩猠杩慮汬摥琠瑳牡⁴湡⁤湩楤慣整愠眠牡楮杮椠⁦桴⁥慢瑴牥⁹獩眠慥kᘀȀᔀ ࠇ体䅌⁒噐䌠䱅ੌ畓灰祬‬湉瑳污慬楴湯‬敔瑳湩⁧湡⁤潃浭獩楳湯湩⁧景漠杮楲⁤潓慬⁲桐瑯癯汯慴捩倠睯牥倠慬瑮†潣普牯業杮†潴†乍䕒†灳捥晩捩瑡潩獮†獡†浡湥敤Ɽ†潣獮獩楴杮†景†潍潮倯汯⁹牃獹慴汬湩⁥楳楬潣潳慬⁲散汬ⱳ渠瑥洠瑥牥湩⁧慦楣楬祴‬敮散獳牡⁹牰瑯捥楴湯ⱳ攠牡桴湩Ⱨ洠畯瑮摥漠汁浵湩畩⽭䥇猠牴捵畴敲漠⁦畳瑩扡敬猠牴湥瑧⁨楷桴映汯潬楷杮挠浯潰敮瑮⁳潣灭敬整愠⁳敲畱物摥ⴺ愊 潓慬⁲桐瑯癯汯慴捩䴠摯汵⁥景挠灡捡瑩⁹㌳‰灗漠⁲扡癯ⱥ洠湡晵捡畴敲⁤湩䤠摮慩‬潣普牯業杮†潴†卉†㐱㠲⼶䕉⁃㘠㈱㔱‬䤠⽓䕉⁃㘠㜱〳倭牡⵴ⰱ†卉䤯䍅†ㄶ㌷ⴰ慐瑲㈭‮潓慬⁲桐瑯癯汯慴捩䴠摯汵⁥潣癮牥楳湯攠晦捩敩据⁹桳污潮⁴敢氠獥⁳桴湡ㄠ⸶┵‮噐洠摯汵獥甊敳⁤湩猠汯牡瀠睯牥瀠慬瑮⽳猠獹整獭洠獵⁴敢眠牡慲瑮摥映牯琠敨物漠瑵異⁴数歡眠瑡⁴慣慰楣祴‬桷捩⁨桳畯摬渠瑯戠⁥敬獳琠慨〹‥瑡琠敨攠摮漠⁦〱礠慥獲愠摮㠠┰愠⁴桴⁥湥⁤景㈠‵敹牡⹳戠 潐敷⁲潃摮瑩潩楮杮唠楮⁴倨啃 景㌠〵㠭〰嘠䐠⁃湉異⁴潶瑬条⁥慲杮⁥湡⁤〴‰⁖䍁‬桴敲⁥桰獡ⱥ㐠眠物ⱥ㔠䠰⁺⼫‭⸲‵穈‬畯灴瑵瘠汯慴敧猠極慴汢⁥潴朠湥牥瑡⁥䍁倠睯牥眠瑩⁨晥楦楣湥祣渠瑯氠獥⁳桴湡㤠┷‬潴慴慨浲湯捩搠獩潴瑲潩敬獳琠慨┳愠摮猊極慴汢⁥潦⁲浡楢湥⁴整灭牥瑡牵⁥牦浯〠琠〵搠来敲⁥⹃吠敨倠啃猠慨汬愠橤獵⁴桴⁥潶瑬条⁥湡⁤牦煥敵据⁹敬敶潴猠極⁴桴⁥片摩嘠汯慴敧䘠敲畱湥祣‮⥣䐠瑡⁡潍楮潴楲杮匠獹整潣灭敬整眠瑩⁨捡散獳牯敩⹳搠 楆楸杮漠⁦牁慲⁹番据楴湯戠硯☠䴠楡番据楴湯戠硯眠瑩⁨偉㘠‵牰瑯捥楴湯愠摮琠牥業慮楴湯愠牲湡敧敭瑮映牯椠据浯湩⁧湡⁤畯杴楯杮挠扡敬愠潬杮眠瑩⁨汧湡獤‬畬獧愠摮漠桴牥愠捣獥潳楲獥攠捴‮獡爠煥極敲⹤攠 楌桧湴湩⁧湡⁤猠牵敧†潶瑬条⁥瀠潲整瑣潩⹮†⥦†潃湮捥楴湯⁳☠†湉整捲湯敮瑣潩獮†祢†畳灰祬湩⁧☠映硩湩⁧敲畱物摥猠穩⁥䱘䕐椊獮汵瑡摥†潣灰牥†潣摮捵潴⁲ㄠㄮ†噫†牧摡⁥愠浲畯敲⁤瀠睯牥†湡⁤挠湯牴汯†慣汢獥戠瑥敷湥†潳慬⁲洠摯汵獥‬洠楡瀠睯牥†慣汢⁥琠朠楲⁤猠灵汰⁹倠啃†湵瑩†污湯⁧眠瑩⁨畳灰祬湩⁧…楦楸杮漠⁦敮散獳牡⁹档湡敮⽬潣摮極⁴畬獧愠摮漠桴牥愠捣獥潳楲獥攠捴‮獡爊煥極敲⹤ ŲȈ䤀⁐䍃噔匠卙䕔੍䥓䍔漠⁦偉䐠浯⁥慃敭慲㐠偍䤠⁒潄敭䌠浡牥ⱡ䴠瑥污䠠畯楳杮‬⹈㘲⬵䠯㈮㔶䠯㈮㐶‬灕琠㔲㈹ㅸ㈵䀰㔲灦ⱳ䴠湩‮汩畬業慮楴湯䌠汯牯›⸰〰䰲硵䙀⸱ⰶ匠慭瑲䤠ⱒ䤠⁒慒杮㩥㌠洰‬畂汩⵴湩䴠捩‬䑓䌠牡⁤汓瑯‬敒敳⁴畂瑴湯‬佐ⱅ䤠㙐ⰷ䤠ㅋⰰㄠ〲䉤圠剄‬畓灰牯⁴牴灩楷敲愠摮瀠牥浩瑥牥‬乁⹒†䥂ⱓ䕃䘬䍃刬䡏ⱓ䱕䔯⹎攠捴愠汬挠浯汰瑥⹥䴊歡㩥倠汥潣⼠删祯污桳敩摬⼠䈠獯档⼠䄠楸sᘀ

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 IR Cut Filter , 1920x1080:30fps, H.264/MJPEG Or better, Triple streams, 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 / AxisÞ
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 / AxishSITC of 10 TB Survillance Sata Type HDD for Network video Recorder etc all complete Make : WD / SeagateÃ
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 / DellÑSITC 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 complete4
IT DATA NETWORK 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 / Actassi4g
SITC of Single port faceplate with Gang Box etc. all complete. Make: 3C3 / Corning / Panduit / Actassie
SITC of Dual port faceplate with Gang Box etc. all complete. Make: 3C3 / Corning / Panduit / ActassiŒ
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 / ActassiŠ
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. all complete. Make: 3C3 / Corning / Panduit / Actassiˆ
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 / Actassiv
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 / Netracku
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 / Netrack­IT DATA NETWORK AND VOICE SYSTEM (PASSIVE COMPONENT) Supply, Installation, Testing & Commissioning of Layer 2 Switch 24port as per the given Specification etc. all complete.4™Supply, Installation, Testing & Commissioning of Wireless LAN Controller which can control up to 50 APs as per the given Specification etc. all complete.Ö

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 Lucent½
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

11KV H.T. LINE FOR 1.5KM DISTANCE 2.22 Providing and fixing H.T. danger notice plate of 250 mm X 200 mm, made of mild steel, at least 2 mm thick, and vitreous enameled white on both sides, and with inscription in single red colour on front side as required.!ß5.2 Earthing with G.I. earth pipe 4.5 metre long, 40 mm dia including accessories, and providing masonry enclosure with cover plate having locking arrangement and watering pipe etc. with charcoal/ coke and salt as required.¬5.7 Supplying and laying 6 SWG G.I. wire at 0.50 metre below ground level for conductor earth electrode, including connection/ termination with GI thimble etc. as required.$
5.9 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)Í
13.1 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.
13.4 Supplying of channel iron 75 mm X 40 mm X 6 mm (7.14 kg per metre) cross arm for two 11 KV over head line conductors complete with 50 mm X 50 mm X 6 mm (angle iron bracket welded to the channel iron and complete with 50 mm X 6mm M.S. flat iron clamps, bolts and nuts including drilling holes for insulator pins, bolts, nuts and washers etc (as per drawing) and painting with primer and finish paint as required.œErection of pole top/ straight two wire/ V shape two wire, angle iron/ channel iron, cross arm on steel tubular/ rail/ PCC pole for 11/22/33 KV as required.vSupplying and erection of 11 KV pin insulator complete with large steel head G.I. pin, nuts, washers etc. as required.ÔSupplying and erection of 11 KV disc insulator for 11 KV over head lines with galvanised insulator fittings, ball and socket type and complete with galvanised strain clamps, bolts, nuts, washers etc. as required.'
Supplying and erection of three piece nonlinear resistor type lightning arrestor suitable for 3 wire, 11 KV overhead lines with rated voltage 9 KV (rms) with a nominal discharge current rating of 5 KA and complete with galvanised clamping arrangement, G.I. bolts, nuts, washers etc. as required.—
Supplying of channel iron 100 mm X 50 mm X 6 mm (9.56 kg per metre) cross arm for two wire 33 KV over head line conductors complete with 50 mm X 50 mm X 6 mm angle iron bracket welded to the channel iron and complete with 50 mm X 6mm M.S. flat iron clamps, bolts and nuts including drilling holes for insulator pins/ fittings, bolts, nuts, washers etc and painting with primer and finish paint as required .S
Supplying including erection of 12.0 Mtr. G.I. Steel Tubular Pole (410sp-66) (Stnd. Weight 322 K.g.) along with fitting fixing, excavation work, foundation of bolts and nuts in R.C.C. work in 1:3:6 proportion of 1.80 Mtr. depth, Cement plastering and etc. complete with all necessary materials as required and specified by the Department. Supply of following size of GLOSTER Brand HT cable with stranded compect circular Aluminium conductor, Conductor screened with Extruded semicnducting compound, XLPE Insulated, Insulation Screened with Extruded semiconducting compound in combination with Copper Tape, Aluminium Dlat Strip/ Round Wire armoured and overall PVC ST2 Sheathed cable (Conforming to IS:7098 Part-II 2011) as specified and directed by the deptt. (GLOSTER or equivalent make as approved by this Deptt.) 120.00 sq.mm 1 Core U.G. Armoured H.T. Cable.ÚSupplying with fitting and fixing 11KV 1 Core x 120 Sq.mm covered conductor cable Termination Jointing Kit - 11 KV (Straight through Type) with all necessary material complete as required and as directed by the Dept.ÐSupplying with fitting and fixing 11KV 1 Core x 120 Sq.mm covered conductor Wedge connector Kit - 11 KV (Straight through Type) with all necessary material complete as required and as directed by the Dept.‘Supplying and fixing of 11 KV GOAB Switch 400 A Gang operated switch with all accessories complete as required and as directed by the department.iSupplying and fixing of 11 KV 150 A D.O. fuse set complete as required and as directed by the department.MSupplying with binding of HT ACSR AAA Reccon conductor as required complete.<Payment to be made to APDCL authority against Load Security.¡Supervision, meter security and other liasioning charges payable to APDCL / Licensing Authority for construction of 11 KV H.T. line, Transformer Sub-station etc.CumSqmRmtKGquintalEachkgKgSQMNometreeachCUM.CUMRMTNOSNOK.G.No.PER BAGSQM.RMT.Cum.per cm depth per cm width per mper cm depth per cm width per mcumsqmNOS.Nos.RMMetre cubic meterHourJobPointMtr.MeterEACHSetMtrsetKg.Set.KWPNo'sRollMtr no.mtKW&
TOTAL AMOUNT With Taxes in Rs. På22.5 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. The rate includes preparation of surface, treatment and sealing of all joints, corners, junctions of pipes and masonry with polymer mixed slurry.G
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)æ17.16A 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.Package No: TN_102_1_R

Providing and fixing 25 mm X 5 mm copper strip on surface or in recess for connections etc. as required.

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