Construction of Abhoypur Rural Sports Complex, Moran, Dibrugarh district, Assam under NIDA

Amount

INDOOR STADIUM Civil Work 2.80 :- Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m." 2.8.1 :- All kinds of soil

2.25(a):- Excavating, supplying and filling of local earth (including royalty) by mechanical transport upto a lead of 5km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete.

2.27 : -Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete.

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 : 4.1.5:- 1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources)

4.11.:-Providing and laying damp-proof course 50mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20mm nominal size derived from natural sources).

4.17.:-Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources) over 75mm thick bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including necessary excavation, levelling & dressing & finishing the top smooth.

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

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

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. concrete

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

5.9.4 : Shelves (Cast in situ)

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

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

5.9.7 Stairs, (excluding landings) except spiral-staircases

5.9.9 Arches, domes, vaults up to 6 m span

5.9.13 Vertical and horizontal fins individually or forming box louvers band, facias and eaves boards

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

5.9.15 Small lintels not exceeding 1.5 m clear span, moulding as in cornices, window sills, string courses, bands, copings, bed plates, anchor blocks and the like

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

5.22A. Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. "5.22A.6 Thermo-Mechanically Treated bars of grade Fe-500D or more.(ii)Super Ductile (SD) TMT reinforcement bars

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 All works upto plinth level "5.33.1.1 Concrete of M25 grade with minimum cement content of 330 kg /cum"

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

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

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

6.4 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 : 6.4.1 Cement mortar 1:4 (1 cement : 4 coarse sand)

6.13 Half brick masonry 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. 6.13.2 Cement mortar 1:4 (1 cement :4 coarse sand)

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

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

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

9.48 Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete. 9.48.1 Fixed to openings /wooden frames with rawl plugs screws etc.

9.72 Providing and fixing bright finished brass butt hinges with necessar screws etc. complete : 9.72.1 125x85x5.5 mm (heavy type)

9.72.3 100x85x5.5 mm (heavy type)

9.72.5 75x65x4 mm (heavy type)

9.74 Providing and fixing bright finished brass tower bolts (barrel type) with necessary screws etc. complete : 9.74.2 200x10 mm

9.75 Providing and fixing bright finished brass door latch with necessary screws etc. complete : 9.75.1 300x16x5 mm

9.76 Providing and fixing bright finished brass 100 mm mortice latch and lock with 6 levers and a pair of lever handles of approved quality with necessary screws etc. complete.

9.79 Providing and fixing special quality bright finished brass cupboard or ward robe locks with four levers of approved quality including necessary screws etc. complete. 9.79.1 40 mm

9.82 Providing and fixing bright finished brass hanging type floor door stopper with necessary screws, etc. complete.

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

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

10.6 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." 10.6.3 80x0.90 mm M.S. laths with 0.90 mm thick top cover

10.14 Providing and fixing pressed steel door frames conforming to IS: 4351, manufactured from commercial mild steel sheet of 1.60 mm thickness, including hinges, jamb, lock jamb, bead and if required angle threshold of mild steel angle of section 50x25 mm, or base ties of 1.60 mm, pressed mild steel welded or rigidly fixed together by mechanical means, including M.S. pressed butt hinges 2.5 mm thick with mortar guards, lock strike-plate and shock absorbers as specified and applying a coat of approved steel primer after pre-treatment of the surface as directed by Engineer-in-charge: 10.14.2 Fixing with adjustable lugs with split end tail to each jamb

10.26 Providing and fixing hand rail of approved size by welding etc. to steel ladder railing, balcony railing, staircase railing and similar works, including applying priming coat of approved steel primer. 10.26.1 M.S. tube

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.).

10.16 Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete. 10.16.1 Hot finished welded type tubes

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

11.4 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.).

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

11.23 Marble stone flooring with 18 mm thick marble stone, as per sample of marble approved by Engineer-in-charge, over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with grey cement slurry, including rubbing and polishing complete with : 11.23.2 Raj Nagar plain

11.41A Providing and laying Vitrified tiles in floor in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS:15622, of approved brand & manufacturer, in all colours and shade, laid on 20 mm 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. The tiles must be cut with the zero chipping diamond cutter only . Laying of tiles will be done with the notch trowel, plier, wedge, clips of required thickness, leveling system and rubber mallet for placing the tiles gently and easily." 11.41A.1 Double charge vitrified tile polished finish of size 11.41A.1.1 Size of Tile 600 x 600 mm

11.41A.1.5 Size of Tile 1000x1000 mm

11.41A.3 Glazed Vitrified tiles Matt/Antiskid finish of size 11.41A.3.1 Size of Tile 600 x 600 mm

N.S ITEM Sypply and Installation of Badminton Court MAT, Portable Net Pole and NET including all necessary fitting and fixing. "Portable Net Pole , NET & PYY Yonex Badminton Court Mat Ac364 4.5 Mm (BWF-Badminton World Federation Approved)"

N.S ITEM TRUSS LESS ROOFING Trussless Roofing using Pre- painted Galvanised/ Galvalume Colour coated Curved/Crimped Roofing Sheet." "Suppling, Profile formation, curving, crimping, seaming at site along with erection and installation of PPGL/ PPGI sheet using crane/ Hydra of required capacity and boom height. (Roof truss, purlins etc. are not required). The Roofing sheets are of high strength steel with 350Mpa yield strength metallic hot dip coated with Aluminium-Zinc alloy (55% Aluminium, 43.5% Zinc and 1.5% Silicon) as per AS 1397 – Zincalume® AZ150 (Min. 150 gms/sq.mt total on both sides) with Type-4 Super Durable Polyester (SDP) Colorbond XRW paint system having highest SRI (Thermatech/ Cooling system) as per Class 3 of AS/NZS 2728 & IS15965:2012, Elongation as per ASTM std. The paint shall have a total coating thickness of nominal 35 μm, comprising of nominal 20 μm exterior coat on top surface and nominal 5 μm reverse coat on back surface over nominal 5 μm primer coat on both surfaces of approved colour shade."

12.1 Providing corrugated G.S. sheet roofing including vertical / curved surface fixed with polymer coated J or L hooks, bolts and nuts 8 mm diameter with bitumen and G.I. limpet washers or with G.I. limpet washers filled with white lead, including a coat of approved steel primer and two coats of approved paint on overlapping of sheets complete (up to any pitch in horizontal/ vertical or curved surfaces),excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required. 12.1.3 0.63 mm thick with zinc coating not less than 275 gm/ m²

12.4 Providing ridges or hips of width 60 cm overall width plain G.S. sheet fixed with polymer coated J or L hooks, bolts and nuts 8 mm dia G.I. limpet and bitumen washers complete. 12.4.2 0.63 mm thick with zinc coating not less than 275 gm/ m²

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 openings for light fittings, grills, diffusers, cutouts made with frame of perimeter channels suitably fixed, all complete as per drawings, specification and direction of the Engineer in Charge but excluding the cost of painting with : 12.45.3 12.5 mm thick tapered edge gypsum moisture resistant board.

12.47 Providing & fixing UV stabilised fiberglass reinforced plastic sheet roofing up to any pitch, including fixing with polymer coated 'J' or 'L' hooks, bolts & nuts 8mm dia. G.I plain/bitumen washers complete but excluding the cost of purlins, rafters, trusses etc. The sheets shall be manufactured out of 2400 TEX panel rovigs incorporating minimum 0.3% ultra-violet stabiliser in resin system under approximately 2400 psi and hot cured. They shall be of uniform pigmentation and thickness without air pockets and shall conform to IS 10192 and IS 12866.The sheets shall be opaque or translucent, clear or pigmented, textured or smooth as specified. 12.47.2 2 mm thick flat

12.5 Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-charge) 0.50 mm (+ 0.05 %) total coated thickness with zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns. Sheet should have protective guard film of 25 microns minimum to avoid scratches during transportation and should be supplied in single length upto 12 metre or as desired by Engineerin- charge. The sheet shall be fixed using self drilling /self tapping screws of size (5.5x 55 mm) with EPDM seal, complete upto any pitch in horizontal/ vertical or curved surfaces, excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required.

"12.51 Providing and fixing precoated galvanised steel sheet roofing accessories 0.50 mm (+0.05 %) total coated thickness, Zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns using self drilling/ self tapping screws complete : 12.51.1 Ridges plain (500 - 600mm)

12.51.5 Crimp curve

12.51.6 Gutter (600 mm over all girth)

13.00 CEMENT PLASTER (IN FINE SAND) 13.01 12 mm cement plaster of mix : 13.1.1 1:6 (1 cement: 6 fine sand)

13.02 15 mm cement plaster on rough side of single or half brick wall of mix: 13.2.2 1:6 (1 cement: 6 fine sand)

"13.00 CEMENT PLASTER (IN COARSE SAND) 13.4 : 12 mm cement plaster of mix :: 13.1.1 1:6 (1 cement: 6 fine sand)

13.5 15 mm cement plaster on rough side of single or half brick wall o fmix: 13.2.2 1:6 (1 cement: 6 fine sand)

13.31 Pointing on brick work or brick flooring with cement mortar 1:3 (1 cement : 3 fine sand): 13.31.1 Flush / Ruled/ Struck or weathered pointing

13.42 Distempering with 1st quality acrylic distemper (ready mixed) having VOC content less than 50 gms/litre, of approved manufacturer, of required shade and colour complete, as per manufacturer's specification. 13.42.1 Two or more coats on new work

13.43 Applying one coat of water thinnable cement primer of approved brand and manufacture on wall surface : 13.43.1 Water thinnable cement primer

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

13.45 Finishing walls with textured exterior paint of required shade : 13.45.1 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

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

13.48.2 Painting wood work with Deluxe Multi Surface Paint of required shade. Two or more coat applied @ 0.90 ltr/10 sqm over an under coat of primer applied @0.75 ltr/10 sqm of approved brand and manufacture

13.48.3 Painting Steel work with Deluxe Multi Surface Paint to give an even shade. Two or more coat applied @ 0.90 ltr/ 10 sqm over an under coat of primer applied @ 0.80 ltr/ 10 sqm of approved brand and manufacture

13.48A Finishing walls with 100% Premium acrylic emulsion paint having VOC less than 50 gm/litre and UV resistance as per IS 15489:2004, Alkali & fungal resistance, dirt resistance exterior paint of required shade (Company Depot Tinted) with silicon additives. 13.48A.1 New work (Two or more coats applied @ 1.43 litre/ 10 sqm. Over and including priming coat of exterior primer applied @ 0.90 litre/10 sqm.

13.52 Finishing with Epoxy paint (two or more coats) at all locations prepared and applied as per manufacturer's specifications including appropriate priming coat, preparation of surface, etc. complete. 13.52.2 On concrete work

13.67 Varnishing with varnish of approved brand and manufacture : 13.67.1 Two or more coats of glue sizing with copal varnish over an under coat of flatting varnish.

13.72 Washed stone grit plaster on exterior walls height upto 10 metre above ground level, in two layers, under layer 12 mm cement plaster 1:4 (1 cement : 4 coarse sand ), furrowing the under layer with scratching tool, applying cement slurry on the under layer @ 2 Kg of cement per square metre, top layer 15 mm cement plaster 1:1/ 2:2 (1 cement: 1/2 coarse sand : 2 stone chipping 10 mm nominal size), in panels with groove all around as per approved pattern, including scrubbing and washing the top layer with brushes and water to expose the stone chippings ,complete as per specification and direction of Engineer-in-charge (payment for providing grooves shall be made separately).

13.8 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.

"21.01 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, fixing with dash fasteners of required dia and size, including necessary filling up the gaps at junctions, i.e. at top, bottom and sides with required EPDM rubber/ neoprene gasket etc. Aluminium sections shall be smooth, rust free, straight, mitred and jointed mechanically 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, paneling and dash fasteners 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 provisionfor 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)"

21.03 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)"

21.04 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"

"22.00 WATER PROOFING 22.6 Providing and laying water proofing treatment on roofs of slabs by applying cement slurry mixed with water proofing cement compound consisting of applying: a) after surface preparation, first layer of slurry of cement @ 0.488 kg/sqm mixed with water proofing cement compound @ 0.253 kg/sqm. (b) laying second layer of Fibre glass cloth when the first layer is still green. Overlaps of joints of fibre cloth should not be lessthan 10 cm. (c) third layer of 1.5 mm thickness consisting of slurry of cement@ 1.289 kg/sqm mixed with water proofing cement compound @ 0.670 kg/sqm and coarse sand @ 1.289 kg/sqm. This will be allowed to air cure for 4 hours followed by water curing for48 hours. The entire treatment will be taken upto 30 cm on parapet wall and tucked into groove in parapet all around. (d) fourth and final layer of brick tiling with cement mortar (which will be paid for separately.For the purpose of measurement the entire treated surface will be measured."

INDOOR STADIUM Internal Water Supply Works "C.P.V.C. PIPES 18.7 : Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge." Internal work - Exposed on wall 18.7.1: 15 mm nominal dia Pipes

18.7.2: 20 mm nominal dia Pipes

18.7.3 : 25 mm nominal dia Pipes

18.7.4 : 32 mm nominal dia Pipes

18.7.5 : 40 mm nominal dia Pipes

18.7.6 : 50 mm nominal dia Pipes

18.8 : Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer in Charge. Concealed work, including cutting chases and making good the walls etc." Internal work - Exposed on wall 18.8.1: 15 mm nominal dia Pipes

18.8.2: 20 mm nominal dia Pipes

18.8.3 : 25 mm nominal dia Pipes

18.8.4 : 32 mm nominal dia Pipes

" 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. Internal work - Exposed on wall 15 mm nominal dia Pipes

20 mm nominal dia Pipes

25 mm nominal dia Pipes

32 mm nominal dia Pipes

40 mm nominal dia Pipes

50 mm nominal dia Pipes

65 mm nominal dia Pipes

80 mm nominal dia Pipes

100 mm nominal dia Pipes

150 mm nominal dia Pipes

" 18.11 :Providing and fixing G.I. Pipes complete with G.I. fittings and clamps, i/c making good the walls etc. concealed pipe, including painting with anti corrosive bitumastic paint, cutting chases and making good the wall :" 18.11.1 : 15 mm nominal dia Pipes

18.11.1 : 20 mm nominal dia Pipes

18.12 : Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc. Internal work - Exposed on wall 18.12.1 :15 mm nominal dia Pipes

18.12.2 : 20 mm nominal dia Pipes

18.12.3 : 25 mm nominal dia Pipes

18.12.4 : 32 mm nominal dia Pipes

18.12.5 : 40 mm nominal dia Pipes

18.12.6 : 50 mm nominal dia Pipes

18.12.7 : 65 mm nominal dia Pipes

18.12.8 : 80 mm nominal dia Pipes

18.17 : Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) : Internal work - Exposed on wall 18.17.1 :25 mm nominal dia Pipes

18.17.1A : 20 mm nominal dia Pipes

18.17.2 : 32 mm nominal dia Pipes

18.17.3 : 40 mm nominal dia Pipes

18.17.4 : 50 mm nominal dia Pipes

18.17.5 : 65 mm nominal dia Pipes

18.17.6 : 80 mm nominal dia Pipes

18.18 : Providing and fixing ball valve (brass) of approved quality, High or low pressure, with plastic floats complete : Internal work - Exposed on wall 18.18.1 :15 mm nominal dia Pipes

18.18.2 : 20 mm nominal dia Pipes

18.18.3 : 25 mm nominal dia Pipes

18.19 : Providing and fixing gun metal non- return valve of approved quality (screwed end) : 18.19.1 :25 mm nominal bore 18.19.1.1 : Horizontal

18.19.1.2 : Vertical

18.19.2 :32 mm nominal bore 18.19.2.1 : Horizontal

18.19.2.2 : Vertical

18.19.3 :40 mm nominal bore 18.19.3.1 : Horizontal

18.19.3.2 : Vertical

18.21 : Providing and fixing uplasticised PVC connection pipe with brass unions : 30 cm length 18.21.1.1 :15 mm nominal bore

18.21.1.2 20 mm nominal bore

45 cm length 18.21.1.1 :15 mm nominal bore

18.21.1.2 20 mm nominal bore

18.22 :Providing and fixing C.P. brass shower rose with 15 or 20 mm inlet : 18.22.1 : 100 mm diameter

18.33 :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 100mm top diameter, 160 mm bottom diameter and 180 mm deep ( inside) with chained lid and RCC top slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm 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 : 18.33.1 : With common burnt clay F.P.S.(non modular) bricks of class designation 7.5.

18.42 : Boring with 100 mm diameter casing pipe for hand pump / tubewell, in all soils except ordinary hard rocks requiring blasting, including removing the casing pipe after the hand pump / tube well is lowered and tested : 18.42.1 : Beyond 12 m and up to 18 m depth

18.45 :Providing and placing in position hand pump of approved quality for 40 mm diameter G.I. pipe complete with all accessories.

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

18.49 :Providing and fixing C.P. brass bib cock of approved quality conforming to IS:891 : 18.49.1 : 15 mm nominal bore

18.50 :Providing and fixing C.P. brass long nose bib cock of approved quality conforming to IS standards and weighing not less than 810 gms. 18.50.1 : 15 mm nominal bore

18.51 :Providing and fixing C.P. brass long nose bib cock of approved quality conforming to IS standards and weighing not less than 810 gms. 18.51.1 : 15 mm nominal bore

18.52 :Providing and fixing C.P. brass long nose bib cock of approved quality conforming to IS standards and weighing not less than 810 gms. 18.52.1 : 15 mm nominal bore

18.53 :Providing and fixing C.P. brass angle valve for basin mixer and geyser points of approved quality conforming to IS:8931 18.53.1 : 15 mm nominal bore

18.53.A : Providing and fixing C.P. Brass extension nipple (size 15mmx50mm) of approved make and quality as per direction of Engineer-in-charge.

18.65 : Providing and fixing PTMT soap Dish Holder having length of 138mm, breadth 102mm, height of 75mm with concealed fitting arrangements, weighing not less than 106 gms.

18.77 : Cutting holes up to 15x15 cm in R.C.C. floors and roofs for passing drain pipe etc. and repairing the hole after insertion of drain pipe etc. with cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), including finishing complete so as to make it leak proof.

18.78 : Making chases up to 7.5x7.5 cm in walls including making good and finishing with matching surface after housing G.I. pipe etc.

INDOOR STADIUM Sanitary Works 17.1 :Providing and fixing water closet squatting pan (Indian type W.C. pan ) with 100 mm sand cast Iron P or S trap, 10 litre low level white P.V.C. flushing cistern, including flush pipe, with manually controlled device (handle lever) conforming to IS : 7231, with all fittings and fixtures complete, including cutting and making good the walls and floors wherever required: 17.1.1 : White Vitreous china Orissa pattern W.C. pan of size 580x440 mm 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, including flush pipe, with manually controlled device (handle lever), conforming to IS : 7231, with all fittings and fixtures complete, including cutting and making good the walls and floors wherever required 17.2.1 : W.C. pan with ISI marked white solid plastic seat and lid.

17.4 :Providing and fixing white vitreous china flat back or wall corner type lipped front urinal basin of 430x260x350 mm and 340x410x265 mm sizes respectively with automatic flushing cistern with standard flush pipe and C.P. brass spreaders with brass unions and G.I clamps complete, including painting of fittings and brackets, cutting and making good the walls and floors wherever required : 17.4.1 : One urinal basin with 5 litre white P.V.C. automatic flushing cistern

17.6 :Providing and fixing one piece construction white vitreous china squatting plate with an integral longitudinal flushing pipe, white P.V.C. automatic flushing cistern, with fittings, standard size G.I. / PVC flush pipe for back and front flush with standard spreader pipes with fittings, G.I clamps and C.P. brass coupling complete, including painting of fittings and cutting and making good the walls and floors etc. wherever required :" 17.6.1 : Single squatting plate with 5 litre P.V.C. automatic flushing cistern

17.7 :Providing and fixing wash basin with C.I. brackets, 15 mm C.P. brass pillar taps, 32 mm C.P. brass waste of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever require: 17.7.4 : White Vitreous China Flat back wash basin size 550x 400 mm with single 15 mm C.P. brass pillar tap.

17.7.5 : White Vitreous China Angle back wash basin size 600 x 480 mm with single 15mm C.P. brass pillar tap.

17.7.6 : White Vitreous China Angle back wash basin size 400 x 400 mm with single 15 mm C.P. brass pillar tap

17.7.7 : White Vitreous China Flat back wash basin size 450x 300 mm with single 15mm C.P. brass pillar tap

17.10 :Providing and fixing Stainless Steel A ISI 304 (18/8) kitchen sink as per IS:13983 with C.I. brackets and stainless steel plug 40 mm, including painting of fittings and brackets, cutting and making good the walls wherever required : 17.10.1 Kitchen sink with drain board. 17.10.1.1 : 510x1040 mm bowl depth 250 mm

17.13 :Providing and fixing white vitreous china water closet squatting pan (Indian type) : 17.13.2 : Orissa pattern W.C. pan of size 580x440 mm

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

17.28.2 : Flexible pipe 17.28.2.1 : 32 mm dia

17.28.2.2 : 40 mm dia

17.29 :Providing and fixing 100 mm sand cast Iron grating for gully trap.

17.32 :Providing and fixing mirror of superior glass (of approved quality) and of required shape and size with plastic moulded frame of approved make and shade with 6 mm thick hard board backing : 17.32.2 : Rectangular shape 453x357 mm

17.35 :Providing and fixing soil, waste and vent pipes : 17.35.1 100 mm dia 17.35.1.1 : Sand cast iron S&S pipe as per IS: 1729

17.35.1.2 : Centrifugally cast (spun) iron socket & spigot (S&S) pipe as per IS: 3989

17.35.1.3 : Hubless centrifugally cast (spun) iron pipes epoxy coated inside & outside IS:15905

17.35.2 : 75 mm diameter : 17.35.2.1 : Sand cast iron S&S pipe as per IS: 1729

17.35.2.2 : Centrifugally cast (spun) iron socketed pipe as per IS: 3989

17.35.2.3 : Hubless centrifugally cast (spun) iron pipes epoxy coated inside & outside IS:15905

17.38 : Providing and fixing bend of required degree with access door, insertion rubber washer 3 mm thick, bolts and nuts complete." 17.38.1 : 100 mm dia 17.38.1.1 : Sand cast iron S&S as per IS - 1729

17.38.1.2 : Sand cast iron S&S as per IS - 3989

17.38.1.3 : Hubless centrifugally cast (spun) iron epoxy coated inside & outside as per IS:15905

17.38.2 : 75 mm dia 17.38.2.1 : Sand cast iron S&S as per IS - 1729

17.38.2.2 : Sand cast iron S&S as per IS - 3989

17.38.2.3 : Hubless centrifugally cast (spun) iron epoxy coated inside & outside as per IS:15905

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

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

17.76 : Providing and fixing PTMT urinal cock of approved quality and colour. 17.76.1 : 15 mm nominal bore, 80 mm long, 42 mm high and 30mm wide with BSP female threads weighing not less than 48 gms

INDOOR STADIUM Internal Wiring 1.10 : 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. 1.10.2 : Group B

1.11 : Wiring for twin control light point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable in surface / recessed medium class PVC conduit, 2 way 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.

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 medium class 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

1.14.10 : 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

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

1.22. : Supplying and fixing metal box of following sizes (nominal size) on surface or in recess with suitable size of phenolic laminated sheet cover in front including painting etc. as required. 1.22. : 100mmx100mmx60mm deep

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 1.24.1 : 5/6 A switch

1.24.2 : 2 way 5/6 A switch

1.24.3 : 15/16 A switch

1.24.4 : 3 pin 5/6 A socket

1.24.5 : 6 pin15/16 A socket

1.24.6 : TV antenna socket outlet

1.24.7 : Bell push

1.25 : Supplying and fixing two module stepped type electronic fan regulator on the existing modular plate switch box including connections but excluding modular plate etc. as required

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

1.27 : Supplying and fixing following size/ modules, GI box alongwith modular base & cover plate for modular switches in recess etc. as required 1.27.2 : 3 Module (100mmX75mm)

1.27.3 : 4 Module (125mmX75mm)

1.27.4 : 6 Module (200mmX75mm)

1.27.6 : 12 Module (200mmX150mm

1.28 : Supplying and fixing following Modular base & cover plate on existing modular metal boxes etc. as required. 1.28.2 : 3 Module (100mmX75mm)

1.28.3 : 4 Module (125mmX75mm)

1.28.4 : 6 Module (200mmX75mm)

1.28.6 : 12 Module (200mmX150mm

1.31 : SSupplying 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 socket outlet and 15/16 A modular switch, connections etc. as required.

1.34 : Supplying and fixing brass batten/ angle holder including connection etc. as required.

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

2.3 : 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) 2.3.3 : 12 way , Double door

2.5 : Supplying and fixing of following ways surface/ recess mounting, vertical type, 415 V, TPN MCB 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 and incomer ) as required . (Note : Vertical type MCB TPDB is normally used where 3 phase outlets are required.) 2.5.1 : 4 way (4 + 12), Double door

2.10 : 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

2.10.3 : Double pole

2.14 : Supplying and fixing following rating, double pole, (single phase and neutral), 240 V, residual current circuit breaker (RCCB), having a sensitivity current 30 mA in the existing MCB DB complete with connections, testing and commissioning etc. as required. 2.14.2 : 40A

2.15 : 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. 2.15.3 : 63A

5.2 : 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.

6.2 : Providing and fixing of lightning conductor finial, made of 25 mm dia 300 mm long, G.I. tube, having single prong at top, with 85 mm dia 6 mm thick G.I. base plate including holes etc. complete as required.

1.41 : Installation,testing and commissioning of prewired fluorescent fitting compact fluorescent fitting of all types complete with all accesssories and tube/lamp etc. directly on ceiling/wall, including connection with 1.5sqmm FRLS PVC insulated,copper conductor, single core cable and earthing etc as required.

1.45 : Installation,testing and commissioning of ceiling fan, including wiring the down rods of standard length(upto 30cm) with 1.5sqmm FRLS PVC insulated,copper conductor, single core cable and earthing including providing and fixing phenolic laminated sheet cover on the fan box etc. as required.

1.49 : Numbering of ceiling fan/exhaust fan/fluorescent fitting as required.

1.50 : Installation of exhaust fan in the existing opening, including making good the damages, connection, testing and commissioning etc. as required. 1.50.1 : Upto 450mm sweep.

Added 12% escalation on Schedule item

Annalysis : Supply, installation, testing and commissioning of wall/ceiling mounting 20W LED polycarbonate tube with inbuilt driver metal heat sink with double sided connection. Crompton or equivalent make.(LT8-20-865(2).

Annalysis : Supply of 150W LED flood light made of pressure die cast Aluminium Housing with toughened glass and high power LEDs and secondary lenses with IP66 .System efficiency>=110LPW. Option for 3000K 10KV SPD included. Crompton or equivalent make.(LFLN-150-CDL/60-M)

Annalysis : Supply of energy efficient Ceiling fan 1200 mm sweep (Make- USHA : Model Name :Energia 32 5 star in the existing arrangement.

Annalysis : Supply of 450mm sweep, 900rpm non metalic wall fan, Turbo force(Havels make,Considering 10% discount and 18%GST)

OFFICE CUM HOSTEL BUILDING (G+1) Civil Work 2.80 :- Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. 2.8.1 :- All kinds of soil

2.25(a):- Excavating, supplying and filling of local earth (including royalty) by mechanical transport upto a lead of 5km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete.

2.27 : -Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete.

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 : 4.1.5:- 1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources)

4.11.:-Providing and laying damp-proof course 50mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20mm nominal size derived from natural sources).

4.17.:-Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources) over 75mm thick bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including necessary excavation, levelling & dressing & finishing the top smooth.

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

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

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. concrete

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

5.9.4 : Shelves (Cast in situ)

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

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

5.9.7 Stairs, (excluding landings) except spiral-staircases

5.9.9 Arches, domes, vaults up to 6 m span

5.9.13 Vertical and horizontal fins individually or forming box louvers band, facias and eaves boards

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

5.9.15 Small lintels not exceeding 1.5 m clear span, moulding as in cornices, window sills, string courses, bands, copings, bed plates, anchor blocks and the like

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

5.22A. Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. 5.22A.6 Thermo-Mechanically Treated bars of grade Fe-500D or more.(ii)Super Ductile (SD) TMT reinforcement bars

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 All works upto plinth level "5.33.1.1 Concrete of M25 grade with minimum cement content of 330 kg /cum"

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

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

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

6.4 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 : 6.4.1 Cement mortar 1:4 (1 cement : 4 coarse sand)

6.13 Half brick masonry 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. 6.13.2 Cement mortar 1:4 (1 cement :4 coarse sand)

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

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

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

9.48 Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete. 9.48.1 Fixed to openings /wooden frames with rawl plugs screws etc.

9.72 Providing and fixing bright finished brass butt hinges with necessar screws etc. complete : 9.72.1 125x85x5.5 mm (heavy type)

9.72.3 100x85x5.5 mm (heavy type)

9.72.5 75x65x4 mm (heavy type)

9.74 Providing and fixing bright finished brass tower bolts (barrel type) with necessary screws etc. complete : 9.74.2 200x10 mm

9.75 Providing and fixing bright finished brass door latch with necessary screws etc. complete : 9.75.1 300x16x5 mm

9.76 Providing and fixing bright finished brass 100 mm mortice latch and lock with 6 levers and a pair of lever handles of approved quality with necessary screws etc. complete.

9.79 Providing and fixing special quality bright finished brass cupboard or ward robe locks with four levers of approved quality including necessary screws etc. complete. 9.79.1 40 mm

9.82 Providing and fixing bright finished brass hanging type floor door stopper with necessary screws, etc. complete.

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

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

10.6 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. 10.6.3 80x0.90 mm M.S. laths with 0.90 mm thick top cover

10.14 Providing and fixing pressed steel door frames conforming to IS: 4351, manufactured from commercial mild steel sheet of 1.60 mm thickness, including hinges, jamb, lock jamb, bead and if required angle threshold of mild steel angle of section 50x25 mm, or base ties of 1.60 mm, pressed mild steel welded or rigidly fixed together by mechanical means, including M.S. pressed butt hinges 2.5 mm thick with mortar guards, lock strike-plate and shock absorbers as specified and applying a coat of approved steel primer after pre-treatment of the surface as directed by Engineer-in-charge: 10.14.2 Fixing with adjustable lugs with split end tail to each jamb

10.26 Providing and fixing hand rail of approved size by welding etc. to steel ladder railing, balcony railing, staircase railing and similar works, including applying priming coat of approved steel primer. 10.26.1 M.S. tube

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.).

10.16 Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete. 10.16.1 Hot finished welded type tubes

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

11.4 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.).

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

11.23 Marble stone flooring with 18 mm thick marble stone, as per sample of marble approved by Engineer-in-charge, over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with grey cement slurry, including rubbing and polishing complete with : 11.23.2 Raj Nagar plain

11.41A Providing and laying Vitrified tiles in floor in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS:15622, of approved brand & manufacturer, in all colours and shade, laid on 20 mm 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. The tiles must be cut with the zero chipping diamond cutter only . Laying of tiles will be done with the notch trowel, plier, wedge, clips of required thickness, leveling system and rubber mallet for placing the tiles gently and easily. 11.41A.1 Double charge vitrified tile polished finish of size 11.41A.1.1 Size of Tile 600 x 600 mm

11.41A.1.5 Size of Tile 1000x1000 mm

11.41A.3 Glazed Vitrified tiles Matt/Antiskid finish of size 11.41A.3.1 Size of Tile 600 x 600 mm

N.S ITEM Sypply and Installation of Badminton Court MAT, Portable Net Pole and NET including all necessary fitting and fixing. 12.1 Providing corrugated G.S. sheet roofing including vertical / curved surface fixed with polymer coated J or L hooks, bolts and nuts 8 mm diameter with bitumen and G.I. limpet washers or with G.I. limpet washers filled with white lead, including a coat of approved steel primer and two coats of approved paint on overlapping of sheets complete (up to any pitch in horizontal/ vertical or curved surfaces),excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required. 12.1.3 0.63 mm thick with zinc coating not less than 275 gm/ m²

12.4 Providing ridges or hips of width 60 cm overall width plain G.S. sheet fixed with polymer coated J or L hooks, bolts and nuts 8 mm dia G.I. limpet and bitumen washers complete. 12.4.2 0.63 mm thick with zinc coating not less than 275 gm/ m²

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 openings for light fittings, grills, diffusers, cutouts made with frame of perimeter channels suitably fixed, all complete as per drawings, specification and direction of the Engineer in Charge but excluding the cost of painting with : 12.45.3 12.5 mm thick tapered edge gypsum moisture resistant board.

12.47 Providing & fixing UV stabilised fiberglass reinforced plastic sheet roofing up to any pitch, including fixing with polymer coated 'J' or 'L' hooks, bolts & nuts 8mm dia. G.I plain/bitumen washers complete but excluding the cost of purlins, rafters, trusses etc. The sheets shall be manufactured out of 2400 TEX panel rovigs incorporating minimum 0.3% ultra-violet stabiliser in resin system under approximately 2400 psi and hot cured. They shall be of uniform pigmentation and thickness without air pockets and shall conform to IS 10192 and IS 12866.The sheets shall be opaque or translucent, clear or pigmented, textured or smooth as specified. 12.47.2 2 mm thick flat

12.5 Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-charge) 0.50 mm (+ 0.05 %) total coated thickness with zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns. Sheet should have protective guard film of 25 microns minimum to avoid scratches during transportation and should be supplied in single length upto 12 metre or as desired by Engineerin- charge. The sheet shall be fixed using self drilling /self tapping screws of size (5.5x 55 mm) with EPDM seal, complete upto any pitch in horizontal/ vertical or curved surfaces, excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required.

12.51 Providing and fixing precoated galvanised steel sheet roofing accessories 0.50 mm (+0.05 %) total coated thickness, Zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns using self drilling/ self tapping screws complete : 12.51.1 Ridges plain (500 - 600mm)

12.51.5 Crimp curve

12.51.6 Gutter (600 mm over all girth)

13.00 CEMENT PLASTER (IN FINE SAND) 13.01 12 mm cement plaster of mix : 13.1.1 1:6 (1 cement: 6 fine sand)

13.02 15 mm cement plaster on rough side of single or half brick wall of mix: 13.2.2 1:6 (1 cement: 6 fine sand)

13.00 CEMENT PLASTER (IN COARSE SAND) 13.4 : 12 mm cement plaster of mix :: 13.1.1 1:6 (1 cement: 6 fine sand)

13.5 15 mm cement plaster on rough side of single or half brick wall o fmix: 13.2.2 1:6 (1 cement: 6 fine sand)

13.31 Pointing on brick work or brick flooring with cement mortar 1:3 (1 cement : 3 fine sand): 13.31.1 Flush / Ruled/ Struck or weathered pointing

13.42 Distempering with 1st quality acrylic distemper (ready mixed) having VOC content less than 50 gms/litre, of approved manufacturer, of required shade and colour complete, as per manufacturer's specification. 13.42.1 Two or more coats on new work

13.43 Applying one coat of water thinnable cement primer of approved brand and manufacture on wall surface : 13.43.1 Water thinnable cement primer

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

13.45 Finishing walls with textured exterior paint of required shade : 13.45.1 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

13.48 Finishing with Deluxe Multi surface paint system for interiors and exteriors using Primer as per manufacturers specifications :

13.48.2 Painting wood work with Deluxe Multi Surface Paint of required shade. Two or more coat applied @ 0.90 ltr/10 sqm over an under coat of primer applied @0.75 ltr/10 sqm of approved brand and manufacture

13.48.3 Painting Steel work with Deluxe Multi Surface Paint to give an even shade. Two or more coat applied @ 0.90 ltr/ 10 sqm over an under coat of primer applied @ 0.80 ltr/ 10 sqm of approved brand and manufacture

13.48A Finishing walls with 100% Premium acrylic emulsion paint having VOC less than 50 gm/litre and UV resistance as per IS 15489:2004, Alkali & fungal resistance, dirt resistance exterior paint of required shade (Company Depot Tinted) with silicon additives. 13.48A.1 New work (Two or more coats applied @ 1.43 litre/ 10 sqm. Over and including priming coat of exterior primer applied @ 0.90 litre/10 sqm.

13.52 Finishing with Epoxy paint (two or more coats) at all locations prepared and applied as per manufacturer's specifications including appropriate priming coat, preparation of surface, etc. complete. 13.52.2 On concrete work

13.67 Varnishing with varnish of approved brand and manufacture : 13.67.1 Two or more coats of glue sizing with copal varnish over an under coat of flatting varnish.

13.72 Washed stone grit plaster on exterior walls height upto 10 metre above ground level, in two layers, under layer 12 mm cement plaster 1:4 (1 cement : 4 coarse sand ), furrowing the under layer with scratching tool, applying cement slurry on the under layer @ 2 Kg of cement per square metre, top layer 15 mm cement plaster 1:1/ 2:2 (1 cement: 1/2 coarse sand : 2 stone chipping 10 mm nominal size), in panels with groove all around as per approved pattern, including scrubbing and washing the top layer with brushes and water to expose the stone chippings ,complete as per specification and direction of Engineer-in-charge (payment for providing grooves shall be made separately).

13.8 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.

21.01 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, fixing with dash fasteners of required dia and size, including necessary filling up the gaps at junctions, i.e. at top, bottom and sides with required EPDM rubber/ neoprene gasket etc. Aluminium sections shall be smooth, rust free, straight, mitred and jointed mechanically 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, paneling and dash fasteners 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 provisionfor 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)

21.03 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)

21.04 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

22.00 WATER PROOFING 22.6 Providing and laying water proofing treatment on roofs of slabs by applying cement slurry mixed with water proofing cement compound consisting of applying: a) after surface preparation, first layer of slurry of cement @ 0.488 kg/sqm mixed with water proofing cement compound @ 0.253 kg/sqm. (b) laying second layer of Fibre glass cloth when the first layer is still green. Overlaps of joints of fibre cloth should not be lessthan 10 cm. (c) third layer of 1.5 mm thickness consisting of slurry of cement@ 1.289 kg/sqm mixed with water proofing cement compound @ 0.670 kg/sqm and coarse sand @ 1.289 kg/sqm. This will be allowed to air cure for 4 hours followed by water curing for48 hours. The entire treatment will be taken upto 30 cm on parapet wall and tucked into groove in parapet all around. (d) fourth and final layer of brick tiling with cement mortar (which will be paid for separately.For the purpose of measurement the entire treated surface will be measured.

OFFICE CUM HOSTEL BUILDING (G+1) Internal Water Supply Works C.P.V.C. PIPES 18.7 : Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge. Internal work - Exposed on wall 18.7.1: 15 mm nominal dia Pipes

18.7.2: 20 mm nominal dia Pipes

18.7.3 : 25 mm nominal dia Pipes

18.7.4 : 32 mm nominal dia Pipes

18.7.5 : 40 mm nominal dia Pipes

18.7.6 : 50 mm nominal dia Pipes

18.8 : Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer in Charge. Concealed work, including cutting chases and making good the walls etc. Internal work - Exposed on wall 18.8.1: 15 mm nominal dia Pipes

18.8.2: 20 mm nominal dia Pipes

18.8.3 : 25 mm nominal dia Pipes

18.8.4 : 32 mm nominal dia Pipes

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. Internal work - Exposed on wall 15 mm nominal dia Pipes

20 mm nominal dia Pipes

25 mm nominal dia Pipes

32 mm nominal dia Pipes

40 mm nominal dia Pipes

50 mm nominal dia Pipes

65 mm nominal dia Pipes

80 mm nominal dia Pipes

100 mm nominal dia Pipes

150 mm nominal dia Pipes

18.11 :Providing and fixing G.I. Pipes complete with G.I. fittings and clamps, i/c making good the walls etc. concealed pipe, including painting with anti corrosive bitumastic paint, cutting chases and making good the wall : 18.11.1 : 15 mm nominal dia Pipes

18.11.1 : 20 mm nominal dia Pipes

18.12 : Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc. Internal work - Exposed on wall 18.12.1 :15 mm nominal dia Pipes

18.12.2 : 20 mm nominal dia Pipes

18.12.3 : 25 mm nominal dia Pipes

18.12.4 : 32 mm nominal dia Pipes

18.12.5 : 40 mm nominal dia Pipes

18.12.6 : 50 mm nominal dia Pipes

18.12.7 : 65 mm nominal dia Pipes

18.12.8 : 80 mm nominal dia Pipes

18.17 : Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) : Internal work - Exposed on wall 18.17.1 :25 mm nominal dia Pipes

18.17.1A : 20 mm nominal dia Pipes

18.17.2 : 32 mm nominal dia Pipes

18.17.3 : 40 mm nominal dia Pipes

18.17.4 : 50 mm nominal dia Pipes

18.17.5 : 65 mm nominal dia Pipes

18.17.6 : 80 mm nominal dia Pipes

18.18 : Providing and fixing ball valve (brass) of approved quality, High or low pressure, with plastic floats complete : Internal work - Exposed on wall 18.18.1 :15 mm nominal dia Pipes

18.18.2 : 20 mm nominal dia Pipes

18.18.3 : 25 mm nominal dia Pipes

18.19 : Providing and fixing gun metal non- return valve of approved quality (screwed end) : 18.19.1 :25 mm nominal bore 18.19.1.1 : Horizontal

18.19.1.2 : Vertical

18.19.2 :32 mm nominal bore 18.19.2.1 : Horizontal

18.19.2.2 : Vertical

18.19.3 :40 mm nominal bore 18.19.3.1 : Horizontal

18.19.3.2 : Vertical

18.21 : Providing and fixing uplasticised PVC connection pipe with brass unions : 30 cm length 18.21.1.1 :15 mm nominal bore

18.21.1.2 20 mm nominal bore

45 cm length 18.21.1.1 :15 mm nominal bore

18.21.1.2 20 mm nominal bore

18.22 :Providing and fixing C.P. brass shower rose with 15 or 20 mm inlet : 18.22.1 : 100 mm diameter

18.31 : Providing and fixing C.I. sluice valves (with cap) complete with bolts, nuts, rubber insertions etc. (the tail pieces if required will be paid separately) : 18.31.1 100 mm diameter Class I

Class II

18.31.2 125 mm diameter Class I

Class II

18.31.3 150 mm diameter Class I

Class II

18.33 :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 100mm top diameter, 160 mm bottom diameter and 180 mm deep ( inside) with chained lid and RCC top slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm 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 : 18.33.1 : With common burnt clay F.P.S.(non modular) bricks of class designation 7.5.

18.42 :Boring with 100 mm diameter casing pipe for hand pump / tubewell, in all soils except ordinary hard rocks requiring blasting, including removing the casing pipe after the hand pump / tube well is lowered and tested : 18.42.1 : Beyond 12 m and up to 18 m depth

18.45 :Providing and placing in position hand pump of approved quality for 40 mm diameter G.I. pipe complete with all accessories.

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

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

18.50 :Providing and fixing C.P. brass long nose bib cock of approved quality conforming to IS standards and weighing not less than 810 gms. 18.50.1 : 15 mm nominal bore

18.51 :Providing and fixing C.P. brass long nose bib cock of approved quality conforming to IS standards and weighing not less than 810 gms. 18.51.1 : 15 mm nominal bore

18.52 :Providing and fixing C.P. brass long nose bib cock of approved quality conforming to IS standards and weighing not less than 810 gms. 18.52.1 : 15 mm nominal bore

18.53 :Providing and fixing C.P. brass angle valve for basin mixer and geyser points of approved quality conforming to IS:8931 18.53.1 : 15 mm nominal bore

18.53.A : Providing and fixing C.P. Brass extension nipple (size 15mmx50mm) of approved make and quality as per direction of Engineer-in-charge.

18.65 : Providing and fixing PTMT soap Dish Holder having length of 138mm, breadth 102mm, height of 75mm with concealed fitting arrangements, weighing not less than 106 gms.

18.77 : Cutting holes up to 15x15 cm in R.C.C. floors and roofs for passing drain pipe etc. and repairing the hole after insertion of drain pipe etc. with cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), including finishing complete so as to make it leak proof.

18.78 : Making chases up to 7.5x7.5 cm in walls including making good and finishing with matching surface after housing G.I. pipe etc.

OFFICE CUM HOSTEL BUILDING (G+1) Sanitary Works 17.1 :Providing and fixing water closet squatting pan (Indian type W.C. pan ) with 100 mm sand cast Iron P or S trap, 10 litre low level white P.V.C. flushing cistern, including flush pipe, with manually controlled device (handle lever) conforming to IS : 7231, with all fittings and fixtures complete, including cutting and making good the walls and floors wherever required: 17.1.1 : White Vitreous china Orissa pattern W.C. pan of size 580x440 mm 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, including flush pipe, with manually controlled device (handle lever), conforming to IS : 7231, with all fittings and fixtures complete, including cutting and making good the walls and floors wherever required 17.2.1 : W.C. pan with ISI marked white solid plastic seat and lid.

17.4 :Providing and fixing white vitreous china flat back or wall corner type lipped front urinal basin of 430x260x350 mm and 340x410x265 mm sizes respectively with automatic flushing cistern with standard flush pipe and C.P. brass spreaders with brass unions and G.I clamps complete, including painting of fittings and brackets, cutting and making good the walls and floors wherever required : 17.4.1 : One urinal basin with 5 litre white P.V.C. automatic flushing cistern

17.6 :Providing and fixing one piece construction white vitreous china squatting plate with an integral longitudinal flushing pipe, white P.V.C. automatic flushing cistern, with fittings, standard size G.I. / PVC flush pipe for back and front flush with standard spreader pipes with fittings, G.I clamps and C.P. brass coupling complete, including painting of fittings and cutting and making good the walls and floors etc. wherever required : 17.6.1 : Single squatting plate with 5 litre P.V.C. automatic flushing cistern

17.7 :Providing and fixing wash basin with C.I. brackets, 15 mm C.P. brass pillar taps, 32 mm C.P. brass waste of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever require: 17.7.4 : White Vitreous China Flat back wash basin size 550x 400 mm with single 15 mm C.P. brass pillar tap.

17.7.5 : White Vitreous China Angle back wash basin size 600 x 480 mm with single 15mm C.P. brass pillar tap.

17.7.6 : White Vitreous China Angle back wash basin size 400 x 400 mm with single 15 mm C.P. brass pillar tap

17.7.7 : White Vitreous China Flat back wash basin size 450x 300 mm with single 15mm C.P. brass pillar tap

17.10 :Providing and fixing Stainless Steel A ISI 304 (18/8) kitchen sink as per IS:13983 with C.I. brackets and stainless steel plug 40 mm, including painting of fittings and brackets, cutting and making good the walls wherever required : 17.10.1 Kitchen sink with drain board" 17.10.1.1 : 510x1040 mm bowl depth 250 mm

17.13 :Providing and fixing white vitreous china water closet squatting pan (Indian type) : 17.13.2 : Orissa pattern W.C. pan of size 580x440 mm

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

17.28.2 : Flexible pipe 17.28.2.1 : 32 mm dia

17.28.2.2 : 40 mm dia

17.29 :Providing and fixing 100 mm sand cast Iron grating for gully trap.

17.32 :Providing and fixing mirror of superior glass (of approved quality) and of required shape and size with plastic moulded frame of approved make and shade with 6 mm thick hard board backing : 17.32.2 : Rectangular shape 453x357 mm

17.35 :Providing and fixing soil, waste and vent pipes : 17.35.1 100 mm dia 17.35.1.1 : Sand cast iron S&S pipe as per IS: 1729

17.35.1.2 : Centrifugally cast (spun) iron socket & spigot (S&S) pipe as per IS: 3989

17.35.1.3 : Hubless centrifugally cast (spun) iron pipes epoxy coated inside & outside IS:15905

17.35.2 : 75 mm diameter : 17.35.2.1 : Sand cast iron S&S pipe as per IS: 1729

17.35.2.2 : Centrifugally cast (spun) iron socketed pipe as per IS: 3989

17.35.2.3 : Hubless centrifugally cast (spun) iron pipes epoxy coated inside & outside IS:15905

17.38 : Providing and fixing bend of required degree with access door, insertion rubber washer 3 mm thick, bolts and nuts complete. 17.38.1 : 100 mm dia 17.38.1.1 : Sand cast iron S&S as per IS - 1729

17.38.1.2 : Sand cast iron S&S as per IS - 3989

17.38.1.3 : Hubless centrifugally cast (spun) iron epoxy coated inside & outside as per IS:15905

17.38.2 : 75 mm dia 17.38.2.1 : Sand cast iron S&S as per IS - 1729

17.38.2.2 : Sand cast iron S&S as per IS - 3989

17.38.2.3 : Hubless centrifugally cast (spun) iron epoxy coated inside & outside as per IS:15905

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

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

17.76 : Providing and fixing PTMT urinal cock of approved quality and colour. 17.76.1 : 15 mm nominal bore, 80 mm long, 42 mm high and 30mm wide with BSP female threads weighing not less than 48 gms

INDOOR STADIUM Internal Wiring 1.10 : 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. 1.10.2 : Group B

1.11 : Wiring for twin control light point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable in surface / recessed medium class PVC conduit, 2 way 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.

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 medium class 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

1.14.10 : 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

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

1.22. : Supplying and fixing metal box of following sizes (nominal size) on surface or in recess with suitable size of phenolic laminated sheet cover in front including painting etc. as required. 1.22. : 100mmx100mmx60mm deep

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 1.24.1 : 5/6 A switch

1.24.2 : 2 way 5/6 A switch

1.24.3 : 15/16 A switch

1.24.4 : 3 pin 5/6 A socket

1.24.5 : 6 pin15/16 A socket

1.24.6 : TV antenna socket outlet

1.24.7 : Bell push

1.25 : Supplying and fixing two module stepped type electronic fan regulator on the existing modular plate switch box including connections but excluding modular plate etc. as required

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

1.27 : Supplying and fixing following size/ modules, GI box alongwith modular base & cover plate for modular switches in recess etc. as required 1.27.2 : 3 Module (100mmX75mm)

1.27.3 : 4 Module (125mmX75mm)

1.27.4 : 6 Module (200mmX75mm)

1.27.6 : 12 Module (200mmX150mm

1.28 : Supplying and fixing following Modular base & cover plate on existing modular metal boxes etc. as required. 1.28.2 : 3 Module (100mmX75mm)

1.28.3 : 4 Module (125mmX75mm)

1.28.4 : 6 Module (200mmX75mm)

1.28.6 : 12 Module (200mmX150mm

1.31 : SSupplying 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 socket outlet and 15/16 A modular switch, connections etc. as required.

1.34 : Supplying and fixing brass batten/ angle holder including connection etc. as required.

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

2.3 : 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) 2.3.3 : 12 way , Double door

2.5 : Supplying and fixing of following ways surface/ recess mounting, vertical type, 415 V, TPN MCB 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 and incomer ) as required . (Note : Vertical type MCB TPDB is normally used where 3 phase outlets are required.) 2.5.1 : 4 way (4 + 12), Double door

2.10 : 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

2.10.3 : Double pole

2.14 : Supplying and fixing following rating, double pole, (single phase and neutral), 240 V, residual current circuit breaker (RCCB), having a sensitivity current 30 mA in the existing MCB DB complete with connections, testing and commissioning etc. as required. 2.14.2 : 40A

2.15 : 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. 2.15.3 : 63A

5.2 : 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.

6.2 : Providing and fixing of lightning conductor finial, made of 25 mm dia 300 mm long, G.I. tube, having single prong at top, with 85 mm dia 6 mm thick G.I. base plate including holes etc. complete as required.

7.1 : 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. 7.1.2 : Above 35 sq. mm and upto 95 sq. mm

9.1 : LSupplying and making end termination with brass compression gland and aluminium lugs for following size of PVC insulated and PVC sheathed / XLPE aluminium conductor cable of 1.1 KV grade as required. 9.1.24 : 3½ X95 sq. mm (45mm)

9.2 :Supplying and making outdoor end termination with cast resin compound including aluminium lugs and other jointing materials for following size of PVC insulated and PVC sheathed / XLPE aluminium conductor cable of 1.1 KV grade as required. 9.2.21 : 3½ X 95 sq. mm

6.1 : Providing and fixing lighting conductor finial made of 25mm dia.300mm long GI tube having single prong at the top with 85mm dia. 6mm thick GI base plate including making hole etc as required complete.

1.41 : Installation,testing and commissioning of prewired fluorescent fitting compact fluorescent fitting of all types complete with all accesssories and tube/lamp etc. directly on ceiling/wall, including connection with 1.5sqmm FRLS PVC insulated,copper conductor, single core cable and earthing etc as required.

1.45 : Installation,testing and commissioning of ceiling fan, including wiring the down rods of standard length(upto 30cm) with 1.5sqmm FRLS PVC insulated,copper conductor, single core cable and earthing including providing and fixing phenolic laminated sheet cover on the fan box etc. as required.

1.49 : Numbering of ceiling fan/exhaust fan/fluorescent fitting as required.

1.50 : Installation of exhaust fan in the existing opening, including making good the damages,connection,testing and commissining etc. as required. 1.50.1 : Upto 450mm sweep.

Added 12% escalation on Schedule item

Annalysis : Supply, installation, testing and commissioning of wall/ceiling mounting 20W LED polycarbonate tube with inbuilt driver metal heat sink with double sided connection. Crompton or equivalent make.(LT8-20-865(2).

Annalysis : Supply of energy efficient Ceiling fan 1200 mm sweep (Make- USHA : Model Name :Energia 32 5 star in the existing arrangement.

Annalysis : Supply of 250mm sweep, 900rpm non metalic exhaust fan in the existing hole of the buildintg, Ventil air DX/DX-HS whitef(Havels make,Considering 10% discount and 18%GST)

Anls4 : Supply of power cables,solid Aluminium conductor upto10sqmm balance stranded conductor,XLPE insulated, core laid up, PVC tape/Extruded innersheathed for multicore cables, Armoured(Aluminium wire for single core upto 70sqmm balance Aluminium strip, Galvanised wire for cables upto 2x10sqmm, 4X6 sqmm balanced all galvanised steel strip),extruded PVC type ST2 sheathed, 650/1100V grade as per IS 7098(Part-I) 1988. 3&1/2 core ,95sqmm cable.

EXTERNAL ELECTRIFICATION 2.3 :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) 2.3.3 12 way , Double door

2.5 :Supplying and fixing of following ways surface/ recess mounting, vertical type, 415 V, TPN MCB 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 and incomer ) as required . (Note : Vertical type MCB TPDB is normally used where 3 phase outlets are required.) 2.5.1 : 4 way (4 + 12), Double door

2.10 : 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

2.10.2 : Double pole

2.14 : Supplying and fixing following rating, double pole, (single phase and neutral), 240 V, residual current circuit breaker (RCCB), having a sensitivity current 30 mA in the existing MCB DB complete with connections, testing and commissioning etc. as required. 2.14.2 : 40A

2.15 : 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. 2.15.2 : 63A

5.2 :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.

7.1 : 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. 7.1.1 : Upto 35 sq. mm

7.2 :Laying of one number additional PVC insulated and PVC sheathed / XLPE power cable of 1.1 KV grade of following size direct in ground in the same trench in one tier horizontal formation including excavation, sand cushioning, protective covering and refilling the trench etc as required. 7.2.3 : Above 95 sq. mm and upto 185 sq. mm

9.1 :Supplying and making end termination with brass compression gland and aluminium lugs for following size of PVC insulated and PVC sheathed / XLPE aluminium conductor cable of 1.1 KV grade as required. 9.1.25 : 3½ X 120 sq. mm (45mm)

9.2 :Supplying and making outdoor end termination with cast resin compound including aluminium lugs and other jointing materials for following size of PVC insulated and PVC sheathed / XLPE aluminium conductor cable of 1.1 KV grade as required. 9.2.22 : 3½ X 120 sq. mm

6.1 :Providing and fixing lighting conductor finial made of 25mm dia.300mm long GI tube having single prong at the top with 85mm dia. 6mm thick GI base plate including making hole etc as required complete.

11.3 :Erection of metallic pole of following length 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. 11.3.2 : Above 6.5 metre and upto 8.0 metre

11.3.4 : Above 11.00 metre and upto 13.00 metre

Added 12% escalation on Schedule item

Analy :Supplying, installation testing and commissioning of the following rating copper wound indoor / out door type transformer complete including the payment to be made to power supply authority for supervision charge, labour charge, cost of L.T/H.T metering etc. (excluding the cost of load security) and making necessary arrangement for charging approval of the sub-station from the competent authority as directed and specified by the department. Transformer should be as per CEA guidelines as ammended up to date upto 200 KVA star rating up to 5 star, above 200KVA as per CEA guidelines for losses along with LV enclosure.

Analy :Supplying iand laying of 3 core 10sqmm Aluminium Underground cable (Finolex make)as perrequirement at site.

Analy : Supplying including laying of 4 core120sqmm Aluminium XLPE UG cable (make KEI or equivalent) with necessary connection as required and directed by the Department.

Analy : Supply of 72W LED(NEXUS NEO LED) street light made of pressure die cast Aluminium Housing with toughened glass and high power LEDs and secondary lenses with IP66 .System efficiency>=110LPW. Option for 3000K 10KV SPD included. Crompton or equivalent make.(LSTP-72-CDL-M)

Analy :Supplying of following sizes GI pole confirming to IS: 2713. 1 7 Mtr(SP-3)

2 12 Mtr(SP-66)

APDC : Payment to be made to the APDCL authority for load security, meter security etc.

LANDSCAPING 2.57 :SPlantation of Trees, Shrubs, and Hedge at site i/c watering and removal of un service able material’s as per direction of officer in charge (excluding cast of plant & water) 2.57.1 Trees Plant

2.57.2 Shrubs Plant

2.57.3 Hedge Plant /Ground cover

4.4 :Providing and Displaying Marigold(Tagetes) inca hybrid different colour having 30 cm and above ht., with 6 to 8 flowers in bloom & blooming condition, well developed pot should be fully covered with fresh and healthy, foliage and flowers in 20 cm Earthen Pot/Plastic Pot and as per direction of the officer-in-charge.

7.5 :Providing and stacking of Azadirachta indica ( Neem ) of height 120-130cm in big polybag of size 25 cm as per direction of the officer-in-charge.

7.64 :Providing and stacking of Phyllanthus emblica (Amla) of height 150-165 cm. in Big HDPE Bag as per direction of the officer-in-charge.

9.4 :Providing and stacking of Bougainvillea (Variety Butiana, Lady Mary Baring,Mahara,Mohan,Scarlet Queen, Variegated, Glabra Formosa, PeruvianaOdissi, Paratha, Subhra,Thimma, Spectabilis L.N Birla, Refulgens) of height 30 cm. to 45 cm. with 2-3 branches in 20 cm size of Earthen pots / Plastic pots & as per direction of the officer-in-charge

APPROACH ROAD, SITE DEVELOPMENT, CAR PARKING 2.25(a) :Excavating, supplying and filling of local earth (including royalty) by mechanical transport upto a lead of 5km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete.

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 earthwith lead upto 50 metres. Internal work - Exposed on wall

16.4 :Laying, spreading and compacting stone aggregate of specified sizes to WBM specifications in uniform thickness, hand picking, rolling with 3 wheeled road/vibratory roller 8-10 tonne capacity in stages to proper grade and camber, applying and brooming requisite type of screening / binding material to fill up interstices of coarse aggregate, watering and compacting to the required density . 16.9 :Providing and laying factory made chamfered edge Cement Concrete paver blocks in footpath, parks, lawns, drive ways or light traffic parking etc, of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over 50mm thick compacted bed of sand, compacting and proper embedding/laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand. complete all as per direction of Engineer-in-Charge. 16.91.2 80 mm thick C.C. paver block of M-30 grade with approved color design and pattern.

Sri Hrishikesh Baishya