CONSTRUCTION OF GOVERNMENT GIRLS COLLEGE AT BAWAL IN REWARI DISTRICT

Amount

Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge. (1) All Kind of Soil. (HSR 4.12.1)

Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m. (HSR 4.32).

Excavating, supplying and filling of local earth (including royalty) by mechanical transport up to a lead of 1 km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete. (HSR 4.33).

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work below plinth level and up to Floor IV level: (HSR 6.1) (1) 1:1½:3 (1 Cement: 1½ coarse sand (zone-III) : 3 graded stone aggregate 20 mm nominal size). (HSR 6.1.1).

1:2:4 (1 cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 20 mm nominal size). (HSR 6.1.2).

1:4:8 (1 Cement : 4 coarse sand (zone-III) : 8 graded stone aggregate 40 mm nominal size). (HSR 6.1.6).

1:5:10 (1 cement : 5 coarse sand (zone-III): 10 graded stone aggregate 40 mm nominal size). (HSR 6.1.7)

40 mm thick cement plaster damp-proof course 1:3 with 2 coats of bitumen at 1.65 kg. per sqm, laid hot and sanded: (1) Vertical. (HSR 6.12.1). Based on HSR

Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) 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. (HSR 6.13).

Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level :. (1) 1:1½:3 (1 cement : 1½ coarse sand (zone-III): 3 graded stone aggregate 20 mm nominal size). (HSR 6.14.1).

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 four level, excluding cost of centering, shuttering, finishing and reinforcement: (1) 1:1½:3 (1 cement : 1.5 coarse sand(zone-III) : 3 graded stone aggregate 20 mm nominal size). (HSR 6.15.1).

Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor four level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) : 3 graded stone aggregate 20 mm nominal size). (HSR 6.16).

Centering and shuttering including strutting, propping etc. and removal of form work for: (HSR 6.29). Foundations, footings, bases for columns. (HSR 6.29.1)

Retaining walls, return walls, walls (any thickness) including attached pilasters, buttresses, plinth and string courses fillets, kerbs and steps etc. (HSR 6.29.2).

Columns, piers, abutments, pillars, posts and struts. (HSR 6.29.3).

Centering and shuttering including strutting, propping etc. and removal of form for:- (HSR 6.30). Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc. (HSR 6.30.2).

Suspended floors, roofs, landings, balconies and access platform. (HSR 6.30.3).

Lintels, beams, plinth beams, girders, bressumers and cantilevers. (HSR 6.30.5).

Columns, Pillars, Piers, Abutments, Posts and Struts. (HSR 6.30.6)

Vertical and horizontal fins individually or forming box louvers band, facias and eaves boards. (HSR 6.30.13)

Steel reinforcement for R.C.C. work, where not included in the complete rate of RCC, including straightening, cutting, bending, placing in position, binding, wastage, overlaps, welded joints, spacer bars, chairs, stays, hangers and annealed steel wire etc. complete in all respect below plinth level. Note:- Reinforcement shall be measured in length including hooks, if any, separately for different diameters as actually used in work , excluding overlaps. Wastage, overlaps, couplings, welded joints, spacer bars, chairs, stays, hangers and annealed steel wire or other methods of binding & placing shall not be measured and cost of these items shall be deemed to be included in the rates for reinforcement. (6) Thermo-Mechanically Treated bars of grade Fe-500D or more. (HSR 6.33.6)

Steel reinforcement for R.C.C. work, where not included in the complete rate of RCC, including straightening, cutting, bending, placing in position, binding, wastage, overlaps, welded joints, spacer bars, chairs, stays, hangers and annealed steel wire etc. complete in all respect above plinth level. Note:- Reinforcement shall be measured in length including hooks, if any, separately for different diameters as actually used in work , excluding overlaps. Wastage, overlaps, couplings, welded joints, spacer bars, chairs, stays, hangers and annealed steel wire or other methods of binding & placing shall not be measured and cost of these items shall be deemed to be included in the rates for reinforcement. (6) Thermo-Mechanically Treated bars of grade Fe-500D or more. (HSR 6.34.6)

Providing and fixing at or near ground level precast cement concrete in kerbs, edgings etc. as per approved pattern and setting in position with cement mortar 1:3 (1 Cement : 3 coarse sand), including the cost of required centering, shuttering complete. (1) 1:1½:3 (1 Cement: 1½ coarse sand(zone-III) : 3 graded stone aggregate 20 mm nominal size). (HSR 6.39.1).

Providing and fixing of expansion joint system related with floor location as per drawings and direction of Engineer-In-Charge. The joints system will be of extruded aluminium base members, self aligning/self centering arrangement and support plates etc. as per ASTM B221-02. The system shall be such that it provides floor to floor /floor to wall expansion control system for various vertical location in load application areas that accommodates multi directional seismic movement without stress to it's components. System shall consist of metal profiles with a universal aluminium base member designed to accommodate various project conditions and finish floor treatments. The cover plate shall be designed of width and thickness required to satisfy projects movement and loading requirements and secured to base members by utilizing manufacturer’s pre-engineered self- centering arrangement that freely rotates / moves in all directions. The Self - centering arrangement shall exhibit circular sphere ends that lock and slide inside the corresponding aluminium extrusion cavity to allow freedom of movement and flexure in all directions including vertical displacement. Provision of Moisture Barrier Membrane in the Joint System to have watertight joint is mandatory requirement all as per the manufactures design and as approved by Engineer -in-Charge. (Material shall confirm to ASTM 6063). (1) Floor Joint of 100 mm gap. (HSR 6.61.1).

Providing and fixing of expansion joint system related with wall joint (internal/external) location as per drawings and direction of Engineer-In- Charge. The joints shall be of extruded aluminium base members, self aligning / centering arrangement and support plates as per ASTM B221- 02. The material shall be such that it provides an Expansion Joints System suitable for vertical wall to wall/ wall to corner application, both new and existing construction in office Buildings & complexes with no slipping down tendency amongst the components of the Joint System. The Joint System shall utilize light weight aluminium profiles exhibiting minimal exposed aluminium surfaces mechanically snap locking the multicellular to facilitate movement. (Material shall confirm to ASTM 6063). (1) Wall Joint of 100 mm gap. (HSR 6.62.1).

Providing and fixing of expansion joint system of approved make and manufactures for various roof locations as per approved drawings and direction of Engineer-In-Charge. The joints shall be of extruded aluminium base members with, self aligning and self centering arrangement support plates as per ASTM B221-02. The system shall be such that it provides watertight roof to roof/roof to corner joint cover expansion control system that is capable of accommodating multidirectional seismic movement without stress to its components. System shall consist of metal profile that incorporates a universal aluminium base member designed to accommodate various project conditions and roof treatments. The cover plate shall be designed of width and thickness required to satisfy movement and loading requirements and secured to base members by utilizing manufacturer’s pre-engineered self-centering arrangement that freely rotates / moves in all directions. The Self centering arrangement shall exhibit circular sphere ends that lock and slide inside the corresponding aluminium extrusion cavity to allow freedom of movement and flexure in all directions including vertical displacement. The Joint System shall resists damage or deterioration from the impact of falling ice, exposure to UV, airborne contaminants and occasional foot traffic from maintenance personnel. Provision of Moisture Barrier Membrane in the Joint System to have water tight joint is mandatory requirement. (Material shall confirm to ASTM 6063). (1) Roof Joint of 100 mm gap. (HSR 6.63.1).

Brick work with common burnt clay modular bricks of class designation 7.5 in foundation and plinth in: (HSR 7.20). (1) Cement Mortar 1:4 (1 cement : 4 coarse sand). (HSR 7.20.1).

(2) Cement Mortar 1:6 (1 cement : 6 coarse sand). (HSR 7.20.2).

Brick work with common burnt clay machine moulded perforated bricks of class designation 12.5 conforming to IS: 2222 in superstructure above plinth level up to floor four level in cement mortar 1:6 (1 cement : 6 coarse sand) : (2) With Modular bricks. (HSR 7.23.2).

Half brick masonry with common burnt clay non-modular bricks of class designation 7.5 in superstructure above plinth level up to floor IV level. (2) Cement mortar 1:4 (1 cement :4 coarse sand). (HSR 7.28.2).

Brick work with non modular fly ash bricks conforming to IS:12894, class designation 10 average compressive strength in super structure above plinth level up to floor IV level in : (HSR 7.47) (1) Cement Mortar 1:4 (1 cement : 4 coarse sand). (HSR 7.47.1).

(2) Cement Mortar 1:6 (1 cement : 6 coarse sand). (HSR 7.47.2).

Brick work with modular extruded brunt fly ash clay sewer bricks (Conforming to IS: 4885 ) in cement mortar 1:4 (1 cement : 4 coarse sand) in foundation and plinth: (1) Cement Mortar 1:4 ( 1 cement : 4 coarse sand). (HSR 7.48.1).

Providing edge moulding to 18 mm thick marble stone counters, Vanities etc., including machine polishing to edge to give high gloss finish etc. complete as per design approved by Engineer-in-Charge. (2) Granite Work. (HSR 8.27.2).

Providing and fixing facing extruded clay Tile (Glass Reinforced Clay Tiles (GRC) any size any shade & design on wall with under layer of 12 mm thick cement plaster 1:3 and jointed with neat cement matched with pigment complete as per drawings,specifications and to the entire satisfaction of engineer- in- charge. (HSR 8.31).

Painting top of roofs with bitumen of approved quality @ 17kg per 10 sqm impregnated with a coat of coarse sand at 60 cudm per 10 sqm, including cleaning the slab surface with brushes and finally with a piece of cloth lightly soaked in kerosene oil complete : (1) With residual type petroleum bitumen of grade VG -10. (HSR 9.10.1).

10 cm thick (average) mud phaska of damped brick earth on roofs laid to slope consolidated and plastered with 25 mm thick mud mortar mixed with bhusa @ 35 kg per cum of earth and gobri leaping with mix 1:1 (1 clay : 1 cow dung) and covered with flat tile bricks, grouted with cement mortar 1:3 (1 cement : 3 fine sand) mixed with 2% of integral water proofing compound by weight of cement and finished neat: (1) With common burnt clay non-modular brick tile of class designation 10. (HSR 9.11.1).

Providing gola 75x75 mm in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 stone aggregate 10 mm and down gauge), including finishing with cement mortar 1:3 (1 cement : 3 fine sand) as per standard design : (1) In 75x75 mm deep chase. (HSR 9.17.1).

Making khurras 45x45 cm with average minimum thickness of 5 cm cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate of 20 mm nominal size) over P.V.C. sheet 1 m x1 m x 400 micron, finished with 12 mm cement plaster 1:3 (1 cement : 3 coarse sand) and a coat of neat cement, rounding the edges and making and finishing the outlet complete. (HSR 9.18).

Providing and fixing tiled false ceiling of specified materials of size 595x595 mm in true horizontal level, suspended on inter locking metal grid of hot dipped galvanized steel sections ( galvanized @ 120 grams/ sqm, both side inclusive) consisting of main "T" runner with suitably spaced joints to get required length and of size 24x38 mm made from 0.30 mm thick (minimum) sheet, spaced at 1200 mm centre to centre and cross "T" of size 24x25 mm made of 0.30 mm thick (minimum) sheet, 1200 mm long spaced between main "T" at 600 mm centre to centre to form a grid of 1200x600 mm and secondary cross "T" of length 600 mm and size 24x25 mm made of 0.30 mm thick (minimum) sheet to be interlocked at middle of the 1200x600 mm panel to form grids of 600x600 mm and wall angle of size 24x24x0.3 mm and laying false ceiling tiles of approved texture in the grid including, required cutting/making, opening for services like diffusers, grills, light fittings, fixtures, smoke detectors etc. Main "T" runners to be suspended from ceiling using GI slotted cleats of size 27 x 37 x 25 x1.6 mm fixed to ceiling with 12.5 mm dia and 50 mm long dash fasteners, 4 mm GI adjustable rods with galvanised butterfly level clips of size 85 x 30 x 0.8 mm spaced at 1200 mm centre to centre along main T, bottom exposed width of 24 mm of all T-sections shall be pre-painted with polyester paint, all complete for all heights as per specifications, drawings and as directed by Engineer-in-charge. (1) GI Metal Ceiling Lay in plain Tegular edge Global white colour tiles of size 595x595 mm, and 0.5 mm thick with 8 mm drop; made of G I sheet having galvanizing of 100 gms/sqm (both sides inclusive) and electro statically polyester powder coated of thickness 60 microns (minimum), including factory painted after bending. (HSR 9.47.1).

Supplying and fixing in position 60 cm long G.I. pipe class ‘B’ spouts in chajjas and cantilevers. (5) 50 mm internal dia. (HSR 9.55.5).

Providing and fixing on wall face Unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion, (i) Single socketed pipes. (9.57) (2) 110 mm diameter. (HSR 9.57.2)

(3) 150 mm diameter. (HSR 9.57.3)

Providing and fixing on wall face Unplasticised - PVC moulded fittings/ accessories for Unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion. (5) Bend 87.5°. (HSR 9.58.5). (2) 110 mm diameter. (HSR 9.58.5.2).

(3) 150 mm diameter. (HSR 9.58.5.3).

Providing and laying of base course of floors consisting of 100 mm thick cement 1:8:16 and 100 mm sand or stone filling. (HSR 10.1).

Providing and laying of screed of 50 mm thick cement concrete 1:8:16 to be laid below the topping. (HSR 10.4).

Providing and fixing glass strips in joints of terrazzo/ cement concrete floors. (1) 40 mm wide and 4 mm thick. (HSR 10.22.1).

Providing and laying of precast terrazzo tiles 20 to 22 mm thick with graded marble chips of size up to 12 mm, laid in floors, and landings, jointed with neat cement slurry mixed with pigment to match the shade of the tiles, including rubbing and polishing complete, on 20 mm thick bed of cement mortar 1:4 (1 cement:4 coarse sand) : (2) Medium shade pigment using 50% white cement and 50% ordinary cement. (HSR 10.26.2)

Providing and laying of precast terrazzo tiles 20 to 22 mm thick with graded marble chips of sizes up to 12 mm, in skirting and risers of steps not exceeding 30 cm in height, on 12 mm thick cement plaster 1:3 (1 cement : 3 coarse sand), jointed with neat cement slurry mixed with pigment to match the shade of the tiles, including rubbing and polishing complete with tiles of : (2) Medium shades pigment using 50% white cement and 50% ordinary cement. (HSR 10.28.2)

Providing and laying of chequered terrazzo tiles 20 to 22 mm thick with graded marble chips of size up to 6 mm in floors, jointed with neat cement slurry mixed with pigment to match the shade of the tiles, including rubbing and polishing complete, on 20 mm thick bed of cement mortar 1:4 (1 cement :4 coarse sand) : (1) Light shade pigment using white cement. (HSR 10.29.1).

Providing and fixing of Kota stone slab flooring over 20 mm (average) thick base laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab, including rubbing and polishing complete with base of cement mortar 1:4 (1 cement : 4 coarse sand) : (1) 25 mm thick. (HSR 10.37.1).

Providing and fixing of Kota stone slabs 20 mm thick in risers of steps, skirting, dado and pillars laid on 12 mm (average) thick cement mortar 1:3 (1 cement: 3 coarse sand) and jointed with grey cement slurry mixed with pigment to match the shade of the slabs, including rubbing and polishing complete. (HSR 10.38).

Extra for pre finished nosing in treads of steps of Kota stone/ sand stone slab. (HSR 10.42)

Providing and laying Baroda Green marble stone 17mm and above thick in risers of step, skirting , dado, pillars and wall lining included matching the grains of marble slab in any pattern as specified laid over 12mm thick cement sand mortar 1:3 and jointed with white cement slurry mixed with pigment to match the shade of marble including rubbing and polishing. The rates are for all heights / storey. The sample shall be got approved from Engineer In Charge. (HSR 10.47).

Providing and laying Baroda Green marble stone 17mm and above thick flooring included matching the grains of marble slab in any pattern as specified laid over 12mm thick cement sand mortar 1:3 and jointed with white slurry mixed with pigment to match the shade of marble including rubbing and polishing. The rates are for all heights/storey. The sample shall be got approved from Engineer In Charge. (HSR 10.48).

Laying Polished Granite stone flooring in required design and patterns, in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 18 mm thick stone slab over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing , curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge. (1) Polished Granite stone slab jet Black, Cherry Red, Elite Brown, Cat Eye or equivalent. (HSR 10.50.1). (LABOUR RATE ONLY).

Fixing granite stone in all shades 15mm to 18 mm thick in skirting /dado, risers of steps, pillars and wall facing, laid in any pattern as specified over base of 12mm thick cement coarse sand mortar 1:3 and jointed with white cement slurry mixed with pigment to match the shade of Granite including labour for fixing cramps pins and dowels etc. (HSR 10.51). (LABOUR RATE ONLY).

Providing and fixing 1st quality ceramic glazed wall tiles conforming to IS : 15622 (thickness to be specified by the manufacturer ) of approved make in all colours, shades except burgundy, bottle green, black of any size as approved by Engineer-in-Charge in skirting, risers of steps and dados over 12 mm thick bed of cement Mortar 1:3 (1 cement: 3 coarse sand) and jointing with grey cement slurry @ 3.3kg per sqm including pointing in white cement mixed with pigment of matching shade complete. (HSR 10.58).

Providing and laying Ceramic glazed floor tiles of size 300x300 mm (thickness to be specified by the manufacturer), of 1st quality conforming to IS : 15622, of approved make, in all colours, shades, except White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick bed of cement mortar 1:4 (1 Cement : 4 Coarse sand), jointing with grey cement slurry @ 3.3 kg/ sqm including pointing the joints with white cement and matching pigments etc., complete. (HSR 10.59).

Providing and laying vitrified floor tiles in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS: 15622, of approved make, in all colours and shades, laid on 20mm thick cement mortar 1:4 (1 cement : 4 coarse sand), jointing with grey cement slurry @ 3.3 kg/ sqm including grouting the joints with white cement and matching pigments etc., complete. (2) Size of Tile 600x600 mm. (HSR 10.63.2). (LABOUR RATE ONLY).

Providing and laying Vitrified tiles in different sizes (thickness to be specified by manufacturer), with water absorption less than 0.08 % and conforming to I.S. 15622, of approved make, in all colours & shade, in skirting, riser of steps, over 12 mm thick bed of cement mortar 1:3 (1 cement: 3 coarse sand), jointing with grey cement slurry @ 3.3 kg/ sqm including grouting the joint with white cement & matching pigments etc. complete. (2) Size of Tile 600x600 mm. (HSR 10.67.2). (LABOUR RATE ONLY).

Providing and laying 80mm thick factory made cement concrete interlocking paver block of M -35 grade made by block making machine with strong vibratory compaction, of approved size, design & shape, laid in required colour and pattern over (BIS 15658:2006) and including 60mm thick compacted bed of coarse sand, filling the joints with line sand etc. all complete as per the direction of Engineer-in-charge. (HSR 10.77).

Providing and laying tactile tile (for vision impaired persons as per standards) of size 300x300x9.8mm having with water absorption less than 0.5% and conforming to IS:15622 of approved make in all colours and shades in for outdoor floors such as footpath, court yard, multi modals location etc., laid on 20mm thick base of cement mortar 1:4 (1 cement : 4 coarse sand) in all shapes & patterns including grouting the joints with white cement mixed with matching pigments etc. complete as per direction of Engineer-in-Charge. (HSR 10.107).

10 mm thick cement plaster. (2) 1:3 (1 cement: 3 fine sand). (HSR 11.4.2).

12 mm cement plaster of mix: (HSR 11.5). (3) 1:4 (1 cement: 4 fine sand). (HSR 11.5.3).

(4) 1:6 (1 cement: 6 fine sand). (HSR 11.5.4).

15 mm cement plaster on the rough side of single or half brick wall of mix: (HSR 11.6). (1) 1:4 (1 cement: 4 fine sand). (HSR 11.6.1).

(2) 1:6 (1 cement: 6 fine sand). (HSR 11.6.2).

Cement rendering on plaster 1 mm thick. (HSR 11.52).

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. (HSR 11.60). (LABOUR RATE ONLY)

Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade : (1) New work (two or more coats) over and including water thinnable priming coat with cement primer. (HSR 11.64.1). (LABOUR RATE ONLY)

Applying one coat of water thinnable cement primer of approved brand and manufacture on wall surface : (1) Water thinnable cement primer. (HSR 11.67.1). (LABOUR RATE ONLY)

Applying priming coat:- With ready mixed red oxide zinc chromate primer of approved brand and manufacture on steel galvanised iron/ steel works. (HSR 11.68.3). (LABOUR RATE ONLY)

Preparation of ply wood surface for painting including sand papering the surface and applying filling with approved quality filler consisting of white lead, linseed oil, varnish and chalk mitti including finishing the surface to required finish complete. (HSR 11.76). (LABOUR RATE ONLY)

Applying pink primer or aluminium priming coat on wood work including preparation of surface, Knotting and stopping etc. (HSR 11.77). (LABOUR RATE ONLY)

Painting two coats excluding priming coat with synthetic enamel paint in all shades on new wood work or metallic or plastered or concrete surfaces to give an even shade. (HSR 11.78). (LABOUR RATE ONLY)

Painting the wooden/metal surface with synthetic enamel paint of approved brand and manufacture to give an even shade: (1) Two or more coats on new work. (HSR 11.82.1). (LABOUR RATE ONLY)

Finishing walls with Acrylic Smooth exterior paint of required shade : (1) New work (Two or more coat applied @ 1.67 litre/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm). (HSR 11.95.1). (LABOUR RATE ONLY)

Providing and fixing glazed shutters for doors, windows and clerestory windows using 4 mm thick float glass panes, including ISI marked M.S. pressed butt hinges bright finished of required size with necessary screws. (2) Kiln seasoned and chemically treated Hollock wood. (2) 30 mm thick. (HSR 12.10.2.2)

Providing and fixing wire gauge shutters using galvanized M.S. wire gauge of average width of aperture 1.4 mm in both directions with wire of dia 0.63 mm, for doors, windows and clerestory windows with hinges and necessary screws: (2) 30 mm thick shutters. (1) with ISI marked M.S. pressed butt hinges bright finished of required size. (2) 30 mm thick. (HSR 12.19.2.1.2).

Providing and fixing ISI marked flush door shutters conforming to IS : 2202 (Part I) non-decorative type, core of block board construction with frame of 1st class hard wood and well matched commercial 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters. (HSR 12.37). 35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws. (HSR 12.37.1)

25 mm thick (for cupboard) including ISI marked nickel plated bright finished M.S. Piano hinges IS : 3818 marked with necessary screws. (HSR 12.37.3).

Fixing bright finished brass hasp and staple (safety type) with necessary screws etc. complete : (1) 150 mm. (HSR 12.60.1). (LABOUR RATE ONLY)

Fixing oxidised M.S. double acting spring hinges with necessary screws etc. complete. (1) 150 mm. (HSR 12.64.1). (LABOUR RATE ONLY)

Fixing 50 mm bright finished brass cup board or wardrobe knob of approved quality with necessary screws. (HSR 12.84). (LABOUR RATE ONLY).

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 up to 35 kg and door width up to 700 mm), with necessary accessories and screws etc. complete. (HSR 12.88).

Providing and fixing ISI marked aluminium butt hinges anodised (anodic coating not less than grade AC 10 as per IS: 1868) transparent or dyed to required colour or shade with necessary screws etc. complete. (HSR 12.97). 125x75x4 mm. (HSR 12.97.1)

100x75x4 mm. (HSR 12.97.3)

Fixing aluminium sliding door bolts, ISI marked anodised (anodic coating not less than grade AC 10 as per IS : 1868), transparent or dyed to required colour or shade, with nuts and screws etc. complete. (HSR 12.98). (LABOUR RATE ONLY) Size 300 mm x 16 mm. (HSR 12.98.1)

Size 250 mm x 16 mm. (HSR 12.98.2)

Fixing aluminium tower bolts, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868 ) transparent or dyed to required colour or shade, with necessary screws etc. complete. (HSR 12.99). (LABOUR RATE ONLY) Size 200 mm x 10 mm. (HSR 12.99.3)

Size 150 mm x 10 mm. (HSR 12.99.4)

Size 100 mm x 10 mm. (HSR 12.99.5)

Fixing aluminium handles, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour or shade, with necessary screws etc. complete. (HSR 12.102). (LABOUR RATE ONLY). 125 mm (HSR 12.102.1)

100 mm (HSR 12.102.2)

75 mm (HSR 12.102.3)

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 / panelling, C.P. brass / stainless steel screws, all complete as per architectural drawings and the directions of Engineer-in-charge. (Glazing, panelling and dash fasteners to be paid for separately) : (1) Fixed Portion. (1) Anodised aluminium (anodised transparent or dyed to required shade according to IS: 1868, Minimum anodic coating of grade AC 15). (HSR 12.157.1.1).

Providing and fixing aluminium work for doors, windows, ventilators and partitions with extruded built up standard tubular sections/ appropriate Z sections and other sections of approved make conforming to IS: 733 and IS: 1285, 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 / panelling, C.P. brass / stainless steel screws, all complete as per architectural drawings and the directions of Engineer-in-charge. (Glazing, panelling and dash fasteners to be paid for separately) : (2) For shutters of doors, windows & ventilators including providing and fixing hinges/ pivots and making provision for fixing of fittings wherever required including the cost of EPDM rubber / neoprene gasket required (Fittings shall be paid for separately). (1) Anodised aluminium (anodised transparent or dyed to required shade according to IS:1868, Minimum anodic coating of grade AC 15). (HSR 12.157.2.1).

Providing and fixing 12 mm thick prelaminated particle board flat pressed three layer or graded wood particle board conforming to IS: 12823 Grade l Type ll, in panelling fixed in aluminium doors, windows shutters and partition frames with C.P. brass / stainless steel screws etc. complete as per architectural drawings and directions of engineer-in-charge. (2) Pre-laminated particle board with decorative lamination on both sides. (HSR 12.158.2).

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): (2) With float glass panes of 5 mm thickness (weight not less than 12.50 kg/sqm). (HSR 12.159.2).

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 up to 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. (1) With stainless steel cover plate minimum 1.25 mm thickness. (HSR 12.160.1).

Providing and fixing aluminium round shape handle of outer dia 100 mm with SS screws etc. complete as per direction of Engineer-in-charge. (1) Anodized (AC 15) aluminium. (HSR 12.167.1).

Providing and fixing anodised aluminium grill (anodised transparent or dyed to required shade according to IS: 1868 with minimum anodic coating of grade AC 15) of approved design/pattern, with approved standard section and fixed to the existing window frame with C.P. brass/ stainless steel screws @ 200 mm centre to centre, including cutting the grill to proper opening size for fixing and operation of handles and fixing approved anodised aluminium standard section around the opening, all complete as per requirement and direction of Engineer-in-charge. (Only weight of grill to be measured for payment). (HSR 12.170).

Anodised aluminium sheet 2.5mm thick (anodised transparent or dyed to required shade according to IS: 1868, Minimum anodic coating of grade AC 15). (1) Anodised aluminium sheet 2.5mm thick (anodised transparent or dyed to required shade according to IS: 1868, Minimum anodic coating of grade AC 15)(HSR 12.176.1).

Providing and fixing pressed steel door frames conforming to IS: 4351, manufactured from commercial mild steel sheet of 2.0 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 2.00 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: (HSR 13.3). Profile B Fixing with adjustable lugs with split end tail to each jamb. (HSR 13.3.1.1).

Profile E Fixing with adjustable lugs with split end tail to each jamb. (HSR 13.3.3.1).

Providing & fixing glass panes with putty and glazing clips in steel doors, windows, clerestory windows, all complete with : (2) 5.5 mm thick glass panes. (HSR 13.10.2).

Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. (2) In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works. (HSR 13.29.2)

Providing and fixing stainless steel (Grade 304) railing made of Hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, i/c fixing the railing with necessary accessories & stainless steel dash fasteners , stainless steel bolts etc., of required size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-in-charge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.). (HSR 13.41).

Compaction of Earthwork. (3) Compaction of & preparation of sub grade including loosening, levelling of earth 225 mm thick top layer, rough dressing of soil, final dressing of earth to give level, camber, watering, rolling with road roller, compacting the bed to achieve minimum dry density as given in the Table 3000-2 as per technical clause 305 of MORT&H specifications (in case of link roads earthwork to be done by villagers). (HSR 17.5.3).

Construction of Embankment with Material obtained from Borrow pits. Construction of Embankment with approved material obtained from borrow pits, including compensation of earth, with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2, as per technical clause 305 of MORT&H specifications. (HSR 17.6).

Granular Sub-Base with Close Graded Material - (Table:- 400-1) Plant mix method. Construction of granular sub-base by providing Material as per Grading III (Table 400-I of MORT&H 5th revision) mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per technical clause 401 of MORT&H specifications. (3) Grading III material. (HSR 17.14.3).

Water Bound Macadam - II with crushable screenings. Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with 3 wheeled steel/ vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density complete as per technical clause 404 of MORT&H specifications. (HSR 17.23.3).

Dry Lean Cement Concrete Sub- base Construction of dry lean cement concrete Sub- base over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600-1, cement content not to be less than 150 kg/ cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, laid with a paver with electronic sensor, compacting with 8-10 tonnes vibratory roller, finishing and curing, as per clause 601 of MORT&H specifications. (HSR 17.44).

Cutting holes upto 23 cm square for pipes in floor and roofs of cement concrete reinforced concrete or reinforced brick work and making good including, repointing, replastering, replacing bitumen and colour or white washing where required. (HSR 20.28). 115 mm thickness of roof or floor. (HSR 20.28.2)

150 mm thickness of roof or floor. (HSR 20.28.3)

NS ITEMS Providing and fixing Skylight dome of uniform thickness of 6mm with Ultra violet Stabilized material in Fiber Glass in approved Color and Design with MS Pipe Structure (1.5”x1.5”x2.9mmThick, Make:TATA/Jindal) if required. Fiber glass dome density shall be of 1.29 gm./cm3. The dome shall be got made from a reputed manufacturer such as DND, Invogue or equivalent as approved by Engineer in charge. (Note:- (i) The Surface area of the dome will be multiplied with the above density. If the weight is found lesser than required, then propionate double panel rate recovery will be made, if safe otherwise it would be rejected). (ii) The material is required to be got tested from Shri Ram lab at the cost of contractor. (iii) Net Surface area without overlap will be taken for payments. (NS).

Providing and fixing glass fibre reinforced concrete (GFRC) screen in approved size, pattern, design, thickness and color as approved. The Screen should be made with with 53 Grade with white Portland Cement manufactured by cement or equivalent, Akali Resistant Glass Fibres manufactured by 'OVC; or equivalent, Quatz, fine silica sand, super plastecizers, manufactured by 'BASF', MYK Schomborg' or Equivalent, U.V. resistant Synthetic inorganic Pigments should be used for pigmentation manufactured by 'Bayferrox; or Equivalent, the material casting should take place in sythetic rubber/FRP mould or equivalent. The fixing of screen should be dry fixing i.e. to be done with stainless steel (SS-304) 'L' shape clamps, dash fasterns and pins. (Unistone/DALAL or equivalent). Technical Spefication of GFRP Jali 1. Thickness of sheet = 4 mm (+-0.5 mm) 2. Depth of Full Jali Design = 40 mm 3. Color = normally off white/as required. 4. Reinforcement section = with wooden strips on all edges. 5. Wooden block embedded = in all four conrers. 6. Design = As per Architect layout/pattern 7. Mixing (FR Resign, FR Gelcoat, Catalyst, glass fibre mat surface mat, pigment etc.

Providing & Fixing of Ceres Fiber Acoustical Suspended Ceiling System – DEXUNE/ECOPHONE/SAINTGOBAIN CERES GLASS Micro look EDGE TILES WITH prime 15mm Exposed Groove Grid. The tiles should have Humidity Resistance (RH) of 95%, NRC 0.90, Light Reflectance >84% with Fire Resistance in module size of 595 X 595 X 15 mm. The grid should be of Dexune make 15mm grid sections i.e. the Main Runner 3000mm in 32 mm web height, 1200 mm & 600 mm Cross Tees in web height of 26mm with thickness 0.3mm. INSTALLATION: To comprise main runner spaced at 1200mm centre securely fixed to the structural soffit using suspension system at 1200mm maximum centre. The First/Last suspension system at the end of each main runner should not be greater than 450mm from the adjacent wall. Flush fitting 1200mm long cross tees to be interlocked between main runners at 600mm centre to form 1200 x 600 mm module. Cut cross tees longer than 600mm require independent support. 600 x 600mm module to be formed by fitting 600mm long flush fitting cross tees centrally between the 1200 mm cross tees. Perimeter trim to be wall angles of size 3000x19x19mm, secured to walls at 450 mm maximum centres and as per the drawing and the work complete in all respects to the satisfaction of Engineer in-charge. SUSPENSION SYSTEM accessories consisting of HLC Sleeve Anchor Fasteners of thread size 6.5mm x 25/5 with Soffit Cleat made of Galvanised steel of size 27 x 37 x 25 x 1.6mm and Level Clip in dimensions of 85x30x0.8mm with 4.00 mm GI wire. (NS)

Providing and fixing of magnesite bonded wood bonded panels of Dexune/ Haradesign/ Armstrong/ OREO made with superfine wood fibres & gypsum, were patented with magnesite cement, edge profiles consist of Natural standard Square edge, having density 400kg/m3, Acoustic NRC upto 0.85, eco-friendly, Fire Ratings - Non-combustibility At 750 oC, Thermal Resistance, Water Vapour Diffusion Resistant, size 600 x 600/ 1200/ 2400 x 20 mm installed on GI frame-system requires unfastening and refastening of fasteners if required and tiles will be screwed with screws. GI metal frame of 50 x 50mm making a grid of 600 x 600mm c/c. The frame is to be made in proper line after leveling. The C-System framework consisting of Channels fixed at 600mm centres, Long edges chamfer and kerfed for H-Spline; total thickness of system will be 70mmfrom the wall. All material to be approved by the Acoustic Consultant prior to installation. (NS)

Providing and fixing DEXUNE/OREO/ ECOPHON/ ACOUSTICBLOK Slats. Wood Based panels with lineal perforations. The panels shall be Non FR grade with melamine laminate panels 2440mm x 128mm x15mm with 2mm slats at 15 mm pitch, Toungue and Groove edges for seamless mounting. The back of the panels fixed wtih acoustical fleece for Sound Absorption. Panel is to be fixed on Dexune framework with screw fixed horizontal or vertical to wall at every 600mm with centre & edge bracket in tongue & groove system on framework. The cavity of framework should be inserted with rock wool with 24 kg and 25mm density and alongwith all accessories and direction of Engineer in charge. INSTALLATION: The panelling work shall be done in all respects as per detailed drawings. The panelling should be properly done in proper alignment and level as per satisfaction engineer in charge all complete for all height and level. (NS)

Providing and supplying DEXUNE/ ECOPHON/ ACOUSTICBLOCK Ceres Acoustical Wall Panel’ with square edges made of fibre glass substrate 25mm thick and wrapped on the front side with an acoustically transparent and fire-resistant fabric with an option of colours as per the choice of the Architect/ Person in-charge of size 2100x600 or 600x600 mm providing a minimum sound absorption level of 0.90 NRC to be affixed to wall using Wall panel impalers supplied by Dexune and construction adhesives as per the instructions laid down by the manufacturer. INSTALLATION: Wall panel impalers of adequate quantity as specified by the manufacturer shall be fixed to the wall surface using self tapping screws. Silica based construction adhesive shall be dabbed on to the projecting elements (spikes) of the impalers. Wall panels shall be pierced through the spikes of the impalers ensuring the line and level of the panels are maintained. (NS)

PUBLIC HEALTH WORK Drilling and tapping cast iron pipe lines of all diameters and screwing in ferrule and connections - (6) Ferrule size 40 mm. (HSR 20.24.6).

Cutting holes up to 23 cm square through brick work in mud walls for pipes and making good including repointing, replastering and finishing according to existing finish where required. (HSR 20.25) 11.43 cm thickness of walls. (HSR 20.25.1).

22.86 cm thickness of walls. (HSR 20.25.2).

Labour our fixing G.I. or W.I. pipe sleeve pieces in holes in walls, floors, and roofs rounds pipes including all cutting and wastage. (HSR 20.29). 15 mm internal diameter of sleeve pipe. (HSR 20.29.1).

20 mm internal diameter of sleeve pipe. (HSR 20.29.2).

25 mm internal diameter of sleeve pipe. (HSR 20.29.3).

32 mm internal diameter of sleeve pipe. (HSR 20.29.4).

40 mm internal diameter of sleeve pipe. (HSR 20.29.5).

Bailing out water from the trenches for making new connections in fully charged pipe-lines including cleaning trimming and dressing the trenches to correct alignment and grade as required by the Engineer-in-charge. Size of the main with which connection is to be made. (1) Up to 200 mm internal diametre. (HSR 20.49.1).

Providing & fixing steel bar embedded plastic steps of size 263mm x 165mm of orange colour, confirming to specification in pump chambers, manholes etc., having minimum 3mm thick polypropylene polymer confirming to is:10910 encapsulated on 12mm dia ribbed steel bars per IS :1786. The rate include cost of setting the same to correct lines and levels duly embedded in 1:2:4 cement concrete including carriage, loading, uploading, stacking, handling, re-handling etc., complete in all respect to the satisfaction of Engineer-in-charge. (HSR 21.28).

Extra for every 0.30 metre depth of Inspection chamber. (3) 600 mm x 900 mm inside. (HSR 21.85.3).

Providing salt glazed stone ware pipes grade ‘A’ in standard length of 600 mm each pipe marked with IS: 651 and their lowering, cutting, jointing and testing as described in item No. 21.38, 21.39, item 21.40 including the cost of jointing materials as well as carriage, loading, unloading, stacking, handling, re-handling etc. complete in all respects to the satisfaction of Engineer-in-charge. (HSR 21.94). 200 mm Internal diameter. (HSR 21.94.3)

250 mm Internal diameter. (HSR 21.94.4)

Providing lowering cutting jointing and testing RCC pipe class NP3 as per IS-458-2003 with spigot & socketed joints manufactured with ISI marked sulphate resistance cement as per ISI 12330 with rubber rings ISI marked antiternmite as required at site in to trenches for all depths and laying out the same to correct alignment gradients and levels including dressing and trimming and cutting of concrete beds and side of trenches, if required jointing with rubber rings in trenches and jointing with 1:3/2 cement sand mortar and with end dowels filled with 1:3/2 cement sand mortar and finishing the joints at an angle of 45 degree with faces of spigot of socket joints cutting and finishing the cut surface to a uniform finish etc. as fully described in item No. 21.38, item 21.44, item 21.45, & item 21.46 including cartage loading and unloading complete in all respects. the internal diametric of the sewer being: (HSR 21.95) 350 mm dia. (HSR 21.95.1).

400 mm dia. (HSR 21.95.2).

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 : (2) Kitchen sink without drain board. (2) 610x460 mm bowl depth 200 mm. (HSR 22.10.2.2).

Providing and fixing P.V.C. waste pipe for sink or wash basin including P.V.C. waste fittings complete. (2) Flexible pipe. (1) 32 mm dia. (HSR 22.14.2.1).

Fixing CP Brass 32mm size Bottle Trap of approved quality & make and as per the direction of Engineer-in-charge. (HSR 22.15). (LABOUR RATE ONLY)

Providing and fixing 40mm i/d G.I. waste pipe embedded in walls up to floor level including cost of union and plumber joint. (HSR 22.16).

Providing and fixing 40mm i/d chromium plated trap with chromium plated pipe to wall with walflange completed for use with sinks. (1) With Bottle Trap (Indian make). (HSR 22.17.1).

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: (1) White vitreous chinaware Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests. (HSR 22.22.1). (LABOUR RATE ONLY)

Fixing white vitreous chinaware flat back or wall corner type lipped front urinal basin of 430x260x350 mm and 340x410x265 mm sizes respectively with 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 : (1) One urinal basin with 5 litre white P.V.C. automatic flushing cistern. (HSR 22.25.1). (LABOUR RATE ONLY).

Fixing white vitreous chinaware extended wall mounting water closet of size 780x370x690 mm of approved shape including providing & fixing white vitreous chinaware cistern / PVC cistern (with brass fitting) into the wall with dual flush fitting, of flushing capacity 3 litre/ 6 litre (adjustable to 4 litre/ 8 litres), including seat cover, and cistern fittings, nuts, bolts and gasket etc complete. (HSR 22.33). (LABOUR RATE ONLY)

Fixing toilet paper holder : (1) C.P. brass. (HSR 22.42.1). (LABOUR RATE ONLY)

Fixing partitions for different type of urinals. (1) Vitreous Chinaware Partition plate. (2) Large size 835mm x 355 mm. (1) White. (HSR 22.50.1.2.1). (LABOUR RATE ONLY)

Providing and fixing M.S. holder-bat clamps of approved design to Sand Cast iron/cast iron (spun) pipe embedded in and including cement concrete blocks 10x10x10 cm of 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), including cost of cutting holes and making good the walls etc. (HSR 22.53). 100 mm dia pipe. (HSR 22.53.1)

75 mm dia pipe. (HSR 22.53.2)

Providing and fixing trap of self cleansing design with screwed down or hinged grating with or without vent arm complete, including cost of cutting and making good the walls and floors: (2) 100 mm inlet and 75 mm outlet. (1) Sand cast iron S&S as per IS - 3989. (HSR 22.80.2.1).

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. (HSR 22.85). 32 mm nominal outer dia Pipes. (HSR 22.85.4)

40 mm nominal outer dia Pipes. (HSR 22.85.5).

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. (HSR 22.86). 15 mm nominal outer dia Pipes. (HSR 22.86.1).

20 mm nominal outer dia Pipes. (HSR 22.86.2)

25 mm nominal outer dia Pipes. (HSR 22.86.3).

Providing and fixing G.I. Union in G.I. pipe including cutting and threading the pipe and making long screws etc. complete (New work). (HSR 22.94). 15 mm nominal bore. (HSR 22.94.1)

20 mm nominal bore. (HSR 22.94.2)

25 mm nominal bore. (HSR 22.94.3)

32 mm nominal bore. (HSR 22.94.4)

40 mm nominal bore. (HSR 22.94.5)

Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) : (HSR 22.98). 25 mm nominal bore. (HSR 22.98.1)

20 mm nominal bore. (HSR 22.98.2)

32 mm nominal bore. (HSR 22.98.3)

40 mm nominal bore. (HSR 22.98.4)

Providing and fixing Unplasticised PVC connection pipe with brass unions: (2) 45 cm length. (1) 15 mm nominal bore. (HSR 22.101.2.1).

Providing and fixing ball valve (brass) of approved quality, High or low pressure, with plastic floats complete. (2) 20 mm nominal bore. (HSR 22.103.2).

Fixing C.P. brass bib cock of approved quality conforming to IS:8931 : (1) 15 mm nominal bore. (HSR 22.104.1). (LABOUR RATE ONLY)

Fixing C.P. brass long body bib cock of approved quality conforming to IS standards and weighing not less than 690 gms. (1) 15 mm nominal bore. (HSR 22.106.1). (LABOUR RATE ONLY)

Fixing C.P. brass stop cock (concealed) of standard design and of approved make conforming to IS:8931. (1) 15 mm nominal bore. (HSR 22.107.1). (LABOUR RATE ONLY)

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. (HSR 22.117). (LABOUR RATE ONLY).

Fixing PTMT towel rail complete with brackets fixed to wooden cleats with CP brass screws with concealed fittings arrangement of approved quality and colour. (2) 600 mm long towel rail with total length of 645 mm, width 78 mm and effective height of 88 mm, weighing not less than 190 gms. (HSR 22.119.2). (LABOUR RATE ONLY)

Providing and laying cement concrete 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) all-round S.W. pipes including bed concrete as per standard design : (1) 100 mm diameter S.W. pipe. (HSR 22.164.1).

Providing and fixing square-mouth S.W. gully trap class SP-1 complete with C.I. grating brick masonry chamber with water tight C.I. cover with frame of 300 x300 mm size (inside) the weight of cover to be not less than 4.50 kg and frame to be not less than 2.70 kg as per standard design: (1) 100x100 mm size P type. (1) With common burnt clay non-modular bricks of class designation 7.5. (HSR 22.166.1.1).

Constructing brick masonry chamber for underground C.I. inspection chamber and bends with bricks in cement mortar 1:4 (1 cement : 4 coarse sand) C.I. cover with frame (light duty) 455x610 mm internal dimensions, total weight of cover with frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15 kg), R.C.C. top slab with 1:1.5:3 mix (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size), foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size), inside plastering 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand), finished smooth with a floating coat of neat cement on walls and bed concrete etc. complete as per standard design: With common burnt clay non-modular bricks of class designation 7.5. (HSR 22.179). Inside dimensions 455x610 mm and 45 cm deep for single pipe line : (HSR 22.179.1)

Inside dimensions 500x700 mm and 45 cm deep for pipe line with one or two inlets: (HSR 22.179.2)

Inside dimensions 600x850 mm and 45 cm deep for pipe line with three or more inlets: (HSR 22.179.3)

Providing and fixing rectangular high density polyethylene water storage loft tank with cover, conforming to ISI : 12701, colour of opaque white or as approved by Engineer-in-charge. The rate includes making necessary holes for inlet, outlet & over flow pipes. The base support i/c fittings & fixtures for tank shall be paid separately. (HSR 22.182).

Constructing brick masonry manhole in cement mortar 1:4 ( 1 cement : 4 coarse sand ) with R.C.C. top slab with 1:1.5:3 mix (1 cement : 1.5 coarse sand (zone-III) : 3 graded stone aggregate 20 mm nominal size), foundation concrete 1:4:8 mix (1 cement : 4 coarse sand (zone-III) : 8 graded stone aggregate 40 mm nominal size), inside plastering 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with floating coat of neat cement and making channels in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) finished with a floating coat of neat cement complete as per standard design : (HSR 22.190) Inside size 90x80 cm and 45 cm deep including C.I. cover with frame (light duty) 455x610 mm internal dimensions, total weight of cover and frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15 kg) : With common burnt clay non-modular bricks of class designation 7.5. (HSR 22.190.1.1).

Inside size 120x90 cm and 90 cm deep including C.I. cover with frame (medium duty) 500 mm internal diameter, total weight of cover and frame to be not less than 116 kg (weight of cover 58 kg and weight of frame 58 kg) : With common burnt clay non-modular bricks of class designation 7.5. (HSR 22.190.2.1).

Inside size 120x90 cm and 90 cm deep including C.I. cover with frame (heavy duty) 560 mm internal diameter, total weight of cover and frame to be not less than 208 kg (weight of cover 108 kg and weight of frame 100 kg) : With common burnt clay non-modular bricks of class designation 7.5. (HSR 22.190.3.1).

Supplying and fixing C.I. cover 300x300 mm without frame for gully trap (standard pattern) the weight of cover to be not less than 4.5 kg. (HSR 22.202).

Constructing brick masonry road gully chamber 50x45x60 cm with bricks in cement mortar 1:4 (1 cement : 4 coarse sand) including 500x450 mm pre-cast R.C.C. horizontal grating with frame complete as per standard design : (1) With common burnt clay non-modular bricks of class designation 7.5. (HSR 22.205.1).

Providing and fixing 600x450 mm bevelled edge mirror of superior glass (of approved quality) complete with 6 mm thick hard board ground fixed to wooden cleats with C.P. brass screws and washers complete. (HSR 22.209).

Providing and fixing 600x120x5 mm glass shelf with edges round off, supported on anodised aluminium angle frame with C.P. brass brackets and guard rail complete fixed with 40 mm long screws, rawl plugs etc., complete. (HSR 22.211).

Providing and fixing in position best Indian make coat and hat hooks fixed into wall with C.P. brass screws and rawl plugs etc. complete including cutting and making good the walls etc. (1) C.P Brass. (2) Two Way. (HSR 22.212.1.2).

Providing and fixing PTMT pillar cock of approved quality and colour. (1) 15 mm nominal bore, 107 mm long, weighing not less than 110 gms. (HSR 22.213.1).

Fixing in position vitreous chinaware white lavatory suites of approved make (to the approval of Engineer-in-charge) including Rack Bolt Screw Pair 115mm long without CP fittings complete in all respect. (2) Size 550 mm x 400 mm x 815 mm. (HSR 22.221.2). (LABOUR RATE ONLY)

Providing and fixing in position single socket SWR UPVC soil waste or antisyphonage pipes as per IS 13592 of E.D.C manufacture or of any other reputed firm including cutting, jointing, wastage, but excluding cost of jointing. (2) Single Socket Type B. (2) 110mm o/d SWR UPVC pipe lines laid complete. (HSR 22.222). 110mm o/d SWR UPVC pipe lines laid complete. (HSR 22.222.2.2).

75mm o/d SWR UPVC pipe lines laid complete. (HSR 22.222.2.4).

Boring/drilling bore well of required dia for casing/ strainer pipe, by suitable method prescribed in IS: 2800 (part I), including collecting samples from different strata, preparing and submitting strata chart/ bore log, including hire & running charges of all equipments, tools, plants & machineries required for the job, all complete as per direction of Engineer-in-charge, up to 90 metre depth below ground level. (i) All type of Soil. (i) 300 mm dia. (HSR 33.6.1.1)

Boring/drilling bore well of required dia for casing/ strainer pipe, by suitable method prescribed in IS: 2800 (part I), including collecting samples from different strata, preparing and submitting strata chart/ bore log, including hire & running charges of all equipments, tools, plants & machineries required for the job, all complete as per direction of Engineer -in-charge, beyond 90 metre & up to 150 metre depth below ground level. (i) All type of Soil. (i) 300 mm dia. (HSR 33.7.1.1)

Supplying, assembling, lowering and fixing in vertical position in bore well, Unplasticised PVC medium well casing (CM) pipe of required dia, conforming to IS: 12818, including required hire and labour charges, fittings & accessories etc. all complete, for all depths, as per direction of Engineer -in-charge. (2) 150 mm nominal size dia. (HSR 33.8.2).

Supplying, assembling, lowering and fixing in vertical position in bore well Unplasticised PVC medium well screen (RMS) pipes with ribs, conforming to IS: 12818, including hire & labour charges, fittings & accessories etc. all complete, for all depths, as per direction of Engineer-in-charge. (2) 150 mm nominal size dia. (HSR 33.9.2).

Supplying, filling, spreading & levelling stone boulders of size range 5 cm to 20 cm, in recharge pit, in the required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge. (HSR 33.12).

Supplying, filling, spreading & levelling gravels of size range 5 mm to 10 mm, in the recharge pit, over the existing layer of boulders, in required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge. (HSR 33.13).

Supplying, filling, spreading & levelling coarse sand of size range 1.5 mm to 2 mm in recharge pit, in required thickness over gravel layer, for all leads & lifts, all complete as per direction of Engineer -in-charge. (HSR 33.14).

Gravel packing in tube well construction in accordance with IS: 4097, including providing gravel fine/ medium/ coarse, in required grading & sizes as per actual requirement, all complete as per direction of Engineer-in-charge. (HSR 33.15).

Providing and fixing Bail plug/ Bottom plug of required dia to the bottom of pipe assembly of tube well as per IS:2800 (part I). (2) 150 mm dia. (HSR 33.18.2).

Fire Fighting System :- Providing laying ,testing & commissioning of ( C ) class heavy duty MS pipe conforming to IS 3589/ IS 1239 including Welding ,fittings like elbows ,tees ,flanges,tapers ,nuts bolt ,gaskets etc . And fixing the pipe on the wall/ceiling with suitable clamp/support frame and painting with two or more coats of synthetic enamel paint of required shade complite as required . MAKE HISAR JINDEL , TATA ,PARKSH SURYA . (A) 100 mm dia (NS)

B) 80 mm dia (NS)

C) 65 mm dia (NS)

D) 25 mm dia (NS)

Providing laying ,testing & commissioning of ( C ) class heavy duty MS pipe conforming to IS IS 1239 /3589 i/c fitting like elbows ,tees ,flanges ,tapers ,nuts bolt , gaskets etc .in ground including welding ,excavation & providing cement concrete blocks as supports , anticorrosive treatment with coaltar /asphalt tape as per IS 10221 reffilling the trench etc .of following sizes complete as required make PYPECOAT/COALTEK 100 mm dia (MINIMUM 6.3 MM THIKNESS) (NS)

Supplying and fixing single headed internal and external yard hydrent valve with instantaneous Stainless Steel coupling of 63 mm dia with cast iron wheel ISI marked conforming to IS 5290 ( TYPE -A ) with blank stainless steel cap and chain as required ( MAKE: TYCO /SAFEX/ HD/ KARTAR ,FIRE CUT, NEW AGE ) ( DSR-9.2 )

SITC of INTERNAL OR EXTERNAL weather proof standard fire hose cabinet (750 mm x 600 mm x 250 mm deep) for yard hydrants made of 16 SWG powder coated M.S. sheet having single or double opening glazed (4.0 mm thick glass) shutter including necessary locking arrangement by allan key, stove enamelled Fire red finish with " Fire Hose" marked on front, suitable for housing 2 nos. Hose pipe, 1 No. branch pipe & nozzle spanner. (For external hydrant system) (MAKE: / FIRE CUT / MINIMAX / NEW AGE/ SUPEREX / KARTAR ) ( NS )

Supplying and fixing 63 mm dia ,15 m long RRL hose pipe with 63 mm dia male and femaile coupling duly bond with GI WIRE , RIVETS ETC . CONFORMING TO IS 636 (Type -A ) as required . (MAKE: / FIRE CUT /NEWAGE/ / MINIMAX/,KARTAR/ SAFEX ( DSR-16.2 )

Supplying & fixing 63 mm dia Stainless Steel (grade 304 ) short branch pipe with 20 mm nominal internal diameter size nozzle conforming to IS 903 sutitable for instantaneous connection to iIS 903 sutitable for instantaneous connection to interconnect hose pipe coupling as required (MAKE: / FIRE CUT /NEW AGE/ / MINIMAX / SAFEX ) ( DSR-18.2 )

Supplying and fixing firsr-aid Hose Reel with MS construction spray painted in post office red , conforming to IS 884 complite with the follwing as required . 20 mm nominal internal dia water hose thermoplastic (Textile reinforced ) type-2 as per IS 12585. 20 mm normal internal dia gun metal globe & nozzle. Drum and brackets for fixing the equipmets on wall.connections from riser with 25 mm dia stop gunmetal valve & MSpipe and socket ((MAKE: FIRE CUT / NEW AGE/ MINIMAX / / SAFEX) ( DSR-17.1 )

Supplying and fixing of fire brigade connection of cast iron body with gun metal male instantaneous inlet couplings complete with cap and chain as reqd , for sutitable dia MS pipe connection conforming to IS 904 AS REQUIRED .2WAY -100 mm dia MS pipe Make Minimax, FIRE CUT,, NEW AGE, SAFEX .MINIMAX ( DSR-19.1 )

SITC OF Providing & Fixing of SINGLE ACTING AIR RELISE VALVE WITH SCREWED INLET 25 MM DIA SCREW END MAKE ,LEADER ,NEWAGE ,TDK ( N.S )

Supplying , fixing , testing and commissioning of butterfly vave of PN 1.6 rating with bronze /gunmetal seat duly ISI markedcomplete with nuts , bolt , washers ,gaskets conforming to IS 13095 OF FLOWING SIZES AS REQUIRED MAKE-,/ZOLOTO/ CASTLE,KIRLOSKAR, NEW AGE ,SANT ,OR EQULENT A) 100 mm dia (DSR-11.5)

B) 80 mm dia (DSR- 11.4)

Providing, installation, testing and commissioning of non-return valve of following sizes confirming to IS 5312 complete with rubber gasket . GI bolt ,nuts , washers etc .as required MAKE-KARTAR,/ZOLOTO/ CASTLE,KIRLOSKAR, NEW AGE ,SANT ,OR EQULENT A) 100 mm dia (DSR-14.5)

B) 80 mm dia (DSR- 14.4)

C) 65 MM DIA (DSR- 14.3)

providing & fixing of pressure switch in M.S pipe line including connection MAKE -INDOFUS/DANFOS/SWITZER) ( DSR-22 )

Providing, fixing, testing & commissioning of 100 mm dia Burden type, Stainless Steel dial type pressure gauge (in Pump Room) including brass isolation valve and pipe having caliberation of 0-15 Kg/cm2. MAKE H.GURU/FIEBIG ( NS )

MECHANICAL/ELECTRICAL PUMPS-Fire Hydrants Supplying , installation , testing and commissioning of electric driven terrace pump suitable for automatic operation and consisting of following , complete in all respects , as required ; ( Terrace Pump ) (a ) Horizontal type , multistage , centrifugal , split casing pump of cast iron body & bronze impeller with stainless steel shsft , mechanical confirming to IS; 1520 ( b ) Suitable HP squirell cage induction motor TEFC type suitable for operation on 415 volt ,3 phase ,50 Hz , AC supply with IP55 class of protection for enclosure , horiziontal foot mounted type with class - 'F 'insulation , conforming to IS- 325 ( c ) M.S fabricated common base plate ,coupling ,coupling guard , foundation bolt etc as required . ( d ) Suitable cement concrete foundation duly plastered and with anti vibration pads . MAKE KILOSKER , LUBI MOTHER AND PLATT , ASHOK LEYLAND 450 LPM at 35 m head ONE STANBY ALSO ( DSR-4.2 )

SITC OF DOL type fire pump panel suitable for 900 lpm fire pump 415 V+/-6 volts,panel shall be free standing floor mounting sheet metal enclosed dust and verming proof.Panel shall be provided with heat shrinkable sleeves and shall be coloour coded. The panel shall be suitable for cable entry from top or bottem. The minimum fault rupturing for all incoming and outgoing switch/ breakers shall be 35 KA. The panel shall be fabricated.Auto mannual Starters with change over system. MAKE ( , FIRE CUT,HYDROTECH attack fire ( NS )

Supplying and making end termination with brass compression gland and almminium lugs for following size of PVCand PVCsheathed /XLPE almuminium conductor cable of 1.1 KV grade as required (MAKE:RR/FINOLEX/polycab ) A) 2 core x 1.5 sq .mm For pressure switch to fire panel and fire annuciator panel and flow switch ) supplying and drawing FRLS PVC insulated copper conductor cable ( DSR- E & M-1.17.2 )

B) 3.CORE x 10 sq. mm (From Fire Fighting Control Panel to main fire pump) (dsr - e &m 9.1 .7 )

AUTO GLOW EXIT SIGNS AND INDICATION SIGNS SIZE 12 "x 6", MAKE FIRE CUT AND ATTACK FIRE ,DP lndication every exit point,fire point,fire extinguisher . ( N.S )

FIRE EXTINGUISHERS SUPPLY AND INSTALLATION of ISI marked (ISI MARK 15683) portable Co2 fire extinguisher of capacity 4.5 kg flat base including valve , dischargeone metar long hose of . meter complete in all respect with explosive certificate .(MAKE: Ceasefire/FIRE CUT /Minimax, safex / kanax ( ( N.S )

SITC of ISI marked (IS: 15683) portable ABC multipurpose filled by 90% (MAP ) mono amonioum phosphate powder , nitrogen pressurised type fire extinguisher, Capacity 6 kg with 90% map complete in all resp. MAKE (FIRE CUT ,CEASE FIRE ,MINI MAX ,SAFEX , KANAX , ) ( N.S )

SITC of Clean Agent type ISI mark IS code 15683 2006 Fire Extinguisher capacity: 2 kg MAKE (MAKE FIRE CUT ,,CEASE FIRE ,MINI MAX ,SAFEX , KANEX,) location - o.t room ,nursing station ,lab machinry room pantry kitchen ( N.S )

SITC of 5 kg modular type self operated on 68o temperature Clean Agent type CE certified Fire Extinguisher filled with NAFPIV clean agent gas MAKE (FIRE CUT ,CEASE FIRE ,MINI MAX ,SAFEX , KANAX , ) location electrical shaft ,electrical control room servar room other places where water or other camical are prohibited . ( N.S )

SITC of 9 ltr capacity Fire Bucket made in 16 guage MS filled by 9 kg sand with MS angle stand having arrangement of hanging 6 buckets with shed MAKE (FIRE CUT ,KARTAR) ( N.S )

FIRE CHECK DOOR SITC OF 46 mm steel fire check door of 120 minut fire rating confirming to bs 476 part -22 and is 3614 part-11 fabricated with 2 no , 1mm thick galvnized steel sheet sandwiching with proprietary fire resistant insulation materials in between . The door frames are manufactured from 1.5mm thick galvanized steel sheet pressed from to double rebate profile of size 143mm x 57 mm . the door frame and door shutters to finish with powder coatingSITC OF 2HR FIRE RATED METAL DOOR MAKE LAKSHITA FIRE ,INDIAN FIRE , FIRE CUT . location- basement stair case , electrical cantrol room and all floor stir case where there is no natural vantilation (N.S)

UG WATER TANK AND MACHINARY ROOM Providig and placig on terrace polyethylene warer storage tank is : 12701 marked , with cover and sutable locking arrangment and making necessary holes for inlet , out let and overflow pipes but without fittingand the base support for tankcapacity requried water 10000 liter ( 5000 ltr x 2 ) ( HSR -2021 - 22.181 ) Note:- 1. In case of any difference in the unit & nomenclature of any of the HSR/ DSR Items of Civil & P.H., Firefighting work depicted in this DNIT and that given in HSR / DSR, the unit and nomenclature given in HSR / DSR shall be applicable. 2. Only reputed make material will be used (make/brand exhibited in HSR / DSR and exhibited in approved standard document) as approved by Engineer-in-charge, while executing various items/works at site. Note:- The contractual agency will arrange approval of the fire scheme & fire NOC certificate from fire authority and for which 10% amount will be withheld till NOC is received.

Krishan Kumar, Contractor