Bhiwani/Rs. 4091.17 Lacs/Construction of Additional Administration Block in the Campus of Mini Secretariat at Bhiwani.

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) 1:2:4 (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)

20 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).

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 machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-in-charge.(Note :- Cement content considered in this item is @ 330 kg/cum. Less cement used as per design mix is recoverable. However no extra payment shall be made if excess cement is used as per design mix). (HSR 6.25). (1) All works up to plinth level. (HSR 6.25.1)

All works above plinth level up to floor IV level. (HSR 6.25.2)

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 non-modular bricks of class designation 7.5 in foundation and plinth in: (2) Cement Mortar 1:6 (1 cement : 6 coarse sand). (HSR 7.21.2). (1) Cement Mortar 1:4 (1 cement : 4 coarse sand). (HSR 7.21.1).

(2) Cement Mortar 1:6 (1 cement : 6 coarse sand). (HSR 7.21.2).

Brick work with common burnt clay non-modular bricks of class designation 7.5 in superstructure above plinth level up to floor IV level in all shapes and sizes in : (2) cement mortar 1:6 (1 cement : 6 coarse sand). (HSR 7.22.2).

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).

Designing, fabricating, testing, installing and fixing in position Curtain Wall with Aluminium Composite Panel Cladding, with open grooves for linear as well as curvilinear portions of the building , for all heights and all levels etc. including: (a) Structural analysis & design and preparation of shop drawings for pressure equalisation or rain screen principle as required, proper drainage of water to make it watertight including checking of all the structural and functional design. (b) Providing, fabricating and supplying and fixing panels of aluminium composite panel cladding in pan shape in metallic colour of approved shades made out of 4mm thick aluminium composite panel material consisting of 3mm thick FR grade mineral core sandwiched between two Aluminium sheets (each 0.5mm thick). The aluminium composite panel cladding sheet shall be coil coated, with Kynar 500 based PVDF / Lumiflon based fluoropolymer resin coating of approved colour and shade on face # 1 and polymer (Service) coating on face # 2 as specified using stainless steel screws, nuts, bolts, washers, cleats, weather silicone sealant, backer rods etc. (c) The fastening brackets of Aluminium alloy 6005 T5 / MS with Hot Dip Galvanised with serrations and serrated washers to arrest the wind load movement, fasteners, SS 316 Pins and anchor bolts of approved make in SS 316, Nylon separators to prevent bi-metallic contacts all complete required to perform as per specification and drawing The item includes cost of all material & labour component, the cost of all mock ups at site, cost of all samples of the individual components for testing in an approved laboratory, field tests on the assembled working curtain wall with aluminium composite panel cladding, cleaning and protection of the curtain wall with aluminium composite panel cladding till the handing over of the building for occupation. Base frame work for ACP cladding is payable under the relevant aluminium items. The Contractor shall provide curtain wall with aluminium composite panel cladding, having all the performance characteristics all complete , as per the Architectural drawings, as per item , as specified, as per the approved shop drawings and as directed by the Engineer-in-Charge. However, for the purpose of payment, only the actual area on the external face of the curtain wall with Aluminium Composite Panel Cladding (including width of groove) shall be measured in sqm up to two decimal places. (HSR 8.32).

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 & fixing UV stabilised fibreglass 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. (1) 2 mm thick corrugated (2.5" or 4.2" or 6") or step-down (2" or 3" or 6" ) as specified. (HSR 9.32.1).

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).

Providing and Fixing 15 mm thick densified tegular edged eco friendly light weight calcium silicate false ceiling tiles of approved texture of size 595 x 595 mm in true horizontal level, suspended on inter locking metal grid of hot dipped galvanised steel sections (galvanising @ 120 grams per sqm including both side) consisting of main ‘T’ runner suitably spaced at joints to get required length and of size 24x38 mm made from 0.33 mm thick (minimum) sheet, spaced 1200 mm centre to centre, and cross “T” of size 24x28 mm made out of 0.33 mm (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 24 x28 mm made of 0.33 mm thick (Minimum) sheet to be inter locked at middle of the 1200x 600 mm panel to from grid of size 600x600 mm, resting on periphery walls /partitions on a Perimeter wall angle pre-coated steel of size (24x24X3000) mm made of 0.40 mm thick (minimum) sheet with the help of rawl plugs at 450 mm centre to centre with 25 mm long dry wall screws @ 230 mm interval and laying 15 mm thick densified edges calcium silicate ceiling tiles of approved texture in the grid, including, cutting/ making opening for services like diffusers, grills, light fittings, fixtures, smoke detectors etc., wherever required. Main ‘T’ runners to be suspended from ceiling using G.I. slotted cleats of size 25x35x1.6 mm fixed to ceiling with 12.5 mm dia and 50 mm long dash fasteners, 4 mm G.I. adjustable rods with galvanised steel level clips of size 85 x 30 x 0.8 mm, spaced at 1200 mm centre to centre along main ‘T’, bottom exposed with 24 mm of all Tsections shall be pre-painted with polyester baked paint, for all heights, as per specifications, drawings and as directed by Engineer-in-Charge. (HSR 9.48)

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).

Fixing of 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 :Makrana white second quality (HSR 10.44.1). (LABOUR RATE ONLY). (Marble will be Supplied by the Department).

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). Granite will be Supplied by the Department

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). Granite will be Supplied by the Department

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. (3) Size of Tile 800x800 mm. (HSR 10.63.3). (LABOUR RATE ONLY). Vitrified Tile will be Supplied by the Department

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. (3) Size of Tile 800x800 mm. (HSR 10.67.3). (LABOUR RATE ONLY). Vitrified Tile will be Supplied by the Department

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: 6 fine sand). (HSR 11.6.1)

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

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 textured exterior paint of required shade : (1) New work (Two or more coats applied @ 3.28 litre/10 sqm) over and including priming coat of exterior primer applied @ 2.20kg/10 sqm. (HSR 11.94.1). (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 wooden handrail of required shape and design, with necessary screws, including labour, for rounding, vertical and horizontal bends and curves complete fixed in position.commercial hard wood, such as Hollock, champ, chikrassy and chaplash, etc., (Non- coniferous timber other than teak, conforming to I.S.specification no.1003,kiln seasoned). (HSR 12.113.2).

Providing and fixing of casement and fixed windows made from multi chambered UPVC profiles of 56 to 68mm width in natural from stabilized for heat, light, impact & UV radiation The UPVC profiles should be reinforced with galvanized steel profiles of designed thickness. All openable sashes shall be having weather seal fitted in continuous lengths made from Bubble EPOM Rubber and side hung/ top hung with up to 90 degree opening friction stays of SS 304 with provision of multipoint locking system made from Espag rods. All handle shall be made from Die Cast Zinc alloy (Model ESPAG)BS-1004A in white finish with suitable locking arrangement. The windows shall be fixed to opening using expandable screws and friction stays that shall be able to with stand wind speeds up to 180 km/hr. the shoot bolts in windows shall be rust proof metallic coated steel. The window frames shall be fixed in masonry wall RCC with necessary fasteners, nuts, bolts, washers, caps, silicon sealant etc. complete. (HSR 12.130). Frame Work. (HSR 12.130.1).

Openable Shutter. (HSR 12.130.2).

Double glass glazing comprising of 6 mm thick toughened clear glass + 12mm air gap + 5mm annealed clear glass. (HSR 12.130.3).

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).

Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. (HSR 13.28).

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)

Supplying and applying waterproofing treatment for 'Raft Slab' by using 1.2 mm thick fully bonded HDPE sheet membrane complying to BS8102:2009/ IS 16471-2017. The HDPE shall be virgin HDPE & not recycled, thickness of bare HDPE shall not be less than 0.8 mm coated with pressure sensitive adhesive layer and a trafficable granular top layer. The HDPE membrane shall have the following typical properties: 1. Tensile Strength : >27 Mpa ( as per ASTM D412) 2. Puncture Resistance: >1000N±5% (as per ASTM E154) 3. Elongation: >500% 4. Peel adhesion to concrete: >1500N/m (as per ASTM D903 Modified) 5. Resistance to Hydrostatic Head: >70 metre (as per ASTM D751-06(2011) 6. UV exposure test (60 days): No change 7. Lap Joint Strength : 1500N/m (as per ASTM D1876) HDPE Membrane shall be installed over the entire PCC area with standard 75 mm selvedge laps and end laps overlaid with HDPE Sealed Tape as per manufacturer's instructions. The rates are inclusive of supply and installation of membrane as per manufacturer methodology. The rates are inclusive of surface preparation, injection grouting at honeycombed areas all complete as per manufacturer methodology. (HSR 28.8).

Providing and mixing integral crystalline admixture for water proofing treatment to RCC structures like basement raft, retaining walls, reservoir, sewage & water treatment plant, tunnels / subway and bridge deck etc. at the time of transporting of concrete into the drum of the ready-mix truck , using integral crystalline admixture @0.80% (minimum) to the weight of cement content per cubic meter of concrete) or higher as recommended by the manufacturer's specification in reinforced cement concrete at site of work. The material shall meet the requirements as specified in ACI-212-3R-2010 i.e. by reducing permeability of concrete by more than 90%, compared with control concrete as per DIN 1048 and resistant to 16 bar hydrostatic pressure. The crystalline admixture shall be capable of self-healing of cracks up to a width of 0.50mm. The work shall be carried out all complete as per specification and the direction of the Engineer-in-charge. The product performance shall carry guarantee for 10 years against any leakage. (HSR 28.18).

Providing and applying integral crystalline slurry of hydrophilic in nature for waterproofing treatment to the RCC structures like retaining walls of the basement, water tanks, roof slabs, podiums, reservoir, sewage & water treatment plant, tunnels / subway and bridge deck etc., prepared by mixing in the ratio of 5 : 2 (5 parts integral crystalline slurry : 2 parts water) for vertical surfaces and 3 : 1 (3 parts integral crystalline slurry : 1 part water) for horizontal surfaces and applying the same from negative (internal) side with the help of synthetic fibre brush. The material shall meet the requirements as specified in ACI-212-3R-2010 i.e. by reducing permeability of concrete by more than 90% compared with control concrete as per DIN 1048 and resistant to 16 bar hydrostatic pressure on negative side. The crystalline slurry shall be capable of self-healing of cracks up to a width of 0.50mm. The work shall be carried out all complete as per specification and the direction of the engineer-in-charge. The product performance shall carry guarantee for 10 years against any leakage. (HSR 28.20).

Providing fixing thermal insulation of ceiling (under deck insulation) with Resin Bonded Fibre glass wool conforming to IS : 8183, density 24kg / m3, 50mm thick, wrapped in 200 G Virgin Polythene bags, fixed to ceiling with metallic cleats (50x50x3 mm) @ 60 cm and wire mesh of 12.5 mm x 24 gauge wire mesh, for top most ceiling of building. (HSR 28.40).

Providing and fixing Heat Resistant Terrace Tiles (300 mm x 300 mm x 20 mm) with SRI (solar refractive index) > 78, solar reflection > 0.70 and initial emittance > 0.75 on waterproof and sloped surface of terrace, laid on 20 mm thick cement sand mortar in the ratio of 1:4 (1 cement : 4 coarse sand) and grouting the joints with mix of white cement & marble powder in ratio of 1:1, including rubbing and polishing of the surface up to 3 cuts complete, including providing skirting up to 150 mm height along the parapet walls in the same manner. (HSR 28.43).

Providing, assembling and supplying vision glass panels (IGUs) comprising of hermetically-sealed 6-12- 6 mm insulated glass (double glazed) vision panel units of size and shape as required and specified, comprising of an outer heat strengthened float glass 6mm thick, of approved colour and shade with reflective soft coating on surface # 2 of approved colour and shade, an inner Heat strengthned clear float glass 6mm thick, spacer tube 12mm wide, dessicants, including primary seal and secondary seal (structural silicone sealant) etc. all complete for the required performances, as per the Architectural drawings, as per the approved shop drawings, as specified and as directed by the Engineer-in-Charge. The IGUs shall be assembled in the factory/ workshop of the glass processor. (Payment for fixing of IGU Panels in the curtain glazing is included in cost of item No.25.2) For payment, only the actual area of glass on face # 1 of the glass panels (excluding the areas of the grooves and weather silicone sealant) provided and fixed in position, shall be measured in sqm. (i) Coloured tinted float glass 6mm thick substrate with reflective soft coating on face # 2, + 12mm Airgap + 6mm Heat Strengthened clear Glass of approved make having properties as visible Light transmittance (VLT) of 25 to 35 %, Light reflection internal 10 to 15%, light reflection external 10 to 20 %, shading coefficient (0.25- 0.28) and U value of 3.0 to 3.3 W/m2 degree K etc. The properties of performance glass shall be decided by technical sanctioning authority as per the site requirement. (HSR 29.2).

Designing, fabricating, testing, protection, installing and fixing in position semi (grid) unitized system of structural glazing (with open joints) for linear as well as curvilinear portions of the building for all heights and all levels, including: (HSR 29.6).(a) Structural analysis & design and preparation of shop drawings for the specified design loads conforming to IS 875 part III (the system must passed the proof test at 1.5 times design wind pressure without any failure), including functional design of the aluminium sections for fixing glazing panels of various thicknesses, aluminium cleats, sleeves and splice plates etc. gaskets, screws, toggles, nuts, bolts, clamps etc., structural and weather silicone sealants, flashings, fire stop (barrier)-cum-smoke seals, microwave cured EPDM gaskets for water tightness, pressure equalisation & drainage and protection against fire hazard including:(b) Fabricating and supplying serrated M.S. hot dip galvanised / Aluminium alloy of 6005 T5 brackets of required sizes, sections and profiles etc. to accommodate 3 Dimensional movement for achieving perfect verticality and fixing structural glazing system rigidly to the RCC/ masonry/structural steel framework of building structure using stainless steel anchor fasteners/ bolts, nylon separator to prevent bimetallic contacts with nuts and washers etc. of stainless steel grade 316, of the required capacity and in required numbers.(c) Providing and filling, two part pump filled, structural silicone sealant and one part weather silicone sealant compatible with the structural silicone sealant of required bite size in a clean and controlled factory / work shop environment, including double sided spacer tape, setting blocks and backer rod, all of approved grade, brand and manufacture, as per the approved sealant design, within and all around the perimeter for holding glass.(d) Providing and fixing in position flashings of solid aluminium sheet 1 mm thick and of sizes, shapes and profiles, as required as per the site conditions, to seal the gap between the building structure and all its interfaces with curtain glazing to make it watertight.(e) Making provision for drainage of moisture/ water that enters the curtain glazing system to make it watertight, by incorporating principles of pressure equalization, providing suitable gutter profiles at bottom (if required), making necessary holes of required sizes and of required numbers etc. complete. This item includes cost of all inputs of designing, labour for fabricating and installation of aluminium grid, installation of glazed units, T&P, scaffolding and other incidental charges including wastages etc., enabling temporary structures and services, cranes or cradles etc. as described above and as specified. The item includes the cost of getting all the structural and functional design including shop drawings checked by a structural designer, dully approved by Engineer-in-charge. The item also includes the cost of all mock ups at site, cost of all samples of the individual components for testing in an approved laboratory, field tests on the assembled working structural glazing as specified, cleaning and protection till the handing over of the building for occupation. In the end, the Contractor shall provide a water tight structural glazing having all the performance characteristics etc. all complete as required, as per the Architectural drawings, as per item description, as specified, as per the approved shop drawings and as directed by the Engineer- in-Charge.Notes for Item 29.6: 1. The cost of providing extruded aluminium frames, shadow boxes, extruded aluminium section capping for fixing in the grooves of the curtain glazing and vermin proof stainless steel wire mesh shall be paid for separately under relevant items under this sub- head. However, for the purpose of payment, only the actual area of structural glazing (including width of grooves) on the external face shall be measured in sqm up to two decimal places. 2. The following performance test are to be conducted on structural glazing system if area of structural glazing exceeds 2500 sqm from the certified laboratories accreditated by NABL (National Accreditation Board for Testing and Calibration Laboratories), Department of Science & Technologies, India. Cost of testing is payable separately.3. Competent authority will decide the necessity of testing on the basis of cost of the work, cost of the test and importance of the work. Performance Testing of Structural glazing system Tests to be conducted in the NABL accredited lab or any other accreditation body which operates in accordance with ISO/IEC 17011 and accredits labs as per ISO/IEC 170253.1. Performance Laboratory Test for Air Leakage Test (-50pa to - 300pa) & (+50pa to +300pa) as per ASTM E-283-04 testing method for a range of testing limit 1 to 200 mVhr 3.2. Static Water Penetration Test. (50pa to 1500pa) as per ASTME- 331-09 testing method for a range up to 2000 ml. 3.3 Dynamic Water Penetration (50pa to 1500pa) as per AAMA 501.01- 05 testing method for a range up to 2000 ml 3.4 Structural Performance Deflection and deformation by static air pressure test (1.5 times design wind pressure without any failure) as per ASTME-330-10 testing method for a range up to 50 mm 3.5 Seismic Movement Test (up to 30 mm) as per AAMA 501.4-09 testing method for Qualitative test, Tests to be conducted on site.3.6 Onsite Test for Water Leakage for a pressure range 50 kpa to 240 kpa (35psi) up to 2000 ml

Providing and fixing 50 mm thick extruded polystyrene rigid insulation board of required size between cavity wall, complying with ISO 4898:2008 & ASTM C 578-08b - type VI, having thermal conductivity of 0.0289 W/m K as per ASTM C 578 (measured as per IS 3346), compressive strength of > 350 kPa listed as per ASTM D 1621, density of 34-36 kg/m³ as per ASTM D 1622, water absorptions ≤ 1% by volume as per ASTM D 2842, oxygen index of 24.1 to 28.1 listed as per ASTM D 2863, cell size 0.4 mm of dia (max) as per ASTM D 3576. Fire retardant property as per DIN 4102, Part 1 of class B2 and as per ASTM E84 class A, fixed with suitable water based adhesive and fastener, complete in all respect as per the direction of Engineer-in-Charge. (HSR 32.39).

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 and placing in horizontal layers filtering media screened washed and cleaned as described below - (HSR 20.52) Top Layer:- Fine sand screened, cleaned and washed and graded (effective size 0.2 to 0.4 mm with uniformity coefficient 2.0 to 3.0) from Ghaggar or other approved source. (HSR 20.52.1)

Second Layer:- Coursed sand screened, cleaned and washed and graded from 3 mm to 6 mm (from Ghaggar or approved equivalent quarry). (HSR 20.52.2)

Bottom Layer:- Broken stone, screened, washed and graded from 50 mm to 75 mm (from Ghaggar or approved equivalent quarry). (HSR 20.52.5)

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).

Constructing brick masonry inspection Chamber sizes as given below up to 0.60 metre average depth in cement mortar 1:5 lime concrete with 40 per cent lime mortar 2:3 in foundation cement concrete 1:2:4 benching 12mm thick cement plaster 1:2 with a floating coat of 1 mm thick of neat cement R.C.C. 1:2:4 slab 100 mm thick/cement concrete topping, 50mm thick with 455mmx455mm / 455mm x610mm inside light duty C.I. inspection chamber cover and frame weight as per I.S.I. specification painted with 3 coats of black bitumastic superior paint complete as per standard design. (HSR 21.84). Size 450 mm x 450 mm inside (with 455 mm x 455 mm cover and frame light duty single seal weighing 20 kg with C.C. topping. (HSR 21.84.1).

Size 450 mm x 600 mm inside (with 455 mm x 610 mm cover and frame single seal pattern I weighing 38 kg with C.C. topping). (HSR 21.84.2).

Size 600 mm x 900 mm inside (with 455 mm x 455 mm cover and frame light duty single seal weighing 20 kg with R.C.C. slab). (HSR 21.84.3)

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

Constructing brick masonry road gully chambers as per standard drawings (as per sizes given below) including dressing of beds and sides of chambers to exact profiles, 15cm thick lime concrete 16:24:100 (as per specified in item No.10.6) in foundations 1st class brick work laid in cement sand mortar 1 :5, 40 mm thick cement concrete 1 :2:4 topping inside the chamber with a floating coat of 1.5mm thick neat cement laid in one operation to the topping, the entire inner surface of the chamber rendered with neat cement not less than 12mm in thickness of 1 :2 cement sand plaster and finished with floating coat of neat cement 1 mm thick left absolutely smooth polished and correct to templates including labour for fixing the C.I. road gully grating and frame including painting with coal tar (as Specified in item No. Item 21.48) complete to the requirement of the Engineer in-charge. (HSR 21.87). (1) Single Road Gully Chamber (1) Size 610 mm x 457 mm x 800 mm. [HSR 21.87.1.1).

Construction of rectangular standard brick masonry manhole chambers to standard drawings on S.W. pipe sewers or other circular pipe sewers up to the required depth in 1.5 cement sand mortar, lime concrete in bed and sides of pipe sewer and cement concrete 1 :2:4 in benching, 12 mm thick water tight 1 :2 cement sand plaster with a floating coat of neat cement and finished with 2 coats of sodium silicate on interior surface where required, reinforced cement concrete slab 180mm thick fixing 560 mm internal diameter C.I. manhole cover and frame weight not less than 2.5 quintal painted with 3 coats of black bitumen paint, fixing galvanised malleable iron steps embedded in 1 :2 cement sand mortar complete. the rate covers the cost of M.S. steel for R.C.C. slab labour for fixing and carriage of C.I. manhole frame and cover and malleable iron steps from the stores of the Engineer-in-charge of the works to the site of works. The rate also indude the cost of accurately planned and fitted centring, supports for all works as well as for all cuNes and special work, cleaning out their beds etc. sodium silicate shall be supplied free of cost at the stores of the Engineer-incharge. (2) On 150 mm internal diameter pipe sewer. (HSR 21.90.2). for 1.20 meters depth below ground level. (HSR 21.90.2.1).

for 1.50 meters depth below ground level. (HSR 21.90.2.2).

for 1.80 meters depth below ground level. (HSR 21.90.2.3).

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).

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).

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).

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).

NS ITEMS Mechanical boring with 300 mm dia (upto 30 metre depth) casting pipe for RWH Tank, in all soils except ordinary hard rock including removing the casing pipe after lowering and testing of PVC Slotted Pipe. (NS)

Providing & fixing PVC pipe (10kg/cm2) duly slotted IS-4985:1988 including cost of making holes @ 300 mm c/c on both side of the pipe, adhesive, carriage, loading, unloading etc. complete in all respects to the satisfaction engineer incharge. Make:- Supreme, Diplast or any reputed make as approved by Engineer-Charge. (i) 160 mm i/d (NS)

FIRE HYDRANT 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 . 250 mm dia (MINIMUM 6.3 MM THIKNESS) (NS)

200 mm dia (MINIMUM 6.3 MM THIKNESS) (NS)

150 mm dia (NS)

100 mm dia (NS)

80 mm dia (NS)

65 mm dia (NS)

50 mm dia FOR DRAIN ALSO (N.S)

40 mm dia (NS)

32 mm dia (NS)

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 150 mm dia (MINIMUM 6.3 MM THIKNESS) (NS).

Providing ,fixing ,testing & commissioning of 15 mm dia quartzoid bulb type brass sprinklers of rating 68 degree centigrade with required accessories Pendent type MAKE TYCO , HD , NEWAGE ,FIRE CUT, SAFEX (DSR- 21.1)

Providing ,fixing ,testing & commissioning of 15 mm dia quartzoid bulb type brass sprinklers of rating 68 degree centigrade with required accessories SIDEWALL MAKE TYCO , HD , NEWAGE ,FIRE CUT , SAFEX. (DSR- 21.3)

Providing ,fixing ,testing & commissioning of 15 mm dia quartzoid bulb type brass sprinklers of rating 68 degree centigrade with required accessories UPRIGHTsprinkler type MAKE TYCO , HD , NEWAGE ,FIRE CUT , SAFEX (DSR- 21.2 )

Providing ,fixing ,testing & commissioning of water curtain nozzle 15 mm dia nickel chrome plated brass , BSPT , K-factor as per design consideration complete as required . ( MAKE: TYCO /SAFEX/ HD/ ,FIRE CUT, NEW AGE). ( DSR- 27 )

Supply , installation ,testing & commissioning of sprinkler flexible pipe 1500 mm ( UL listed ) of stainless steel complete with 15 NPT on reducer thread with maximum working pressure of 175 PSI test pressure of 875 PSI (BURST ) with branch line ( inlet ) 25 mm NPT male thread to sprinkler head (outlet ) 15 mm NPTfemale thread with reducer ,nipple ,2 side brackets , center bracket , stockbar of following sizes complite as required. (DSR code No. 25.4) MAKE KARTAR /HD /OMEX

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: / FIRE CUT / MINIMAX / NEW AGE/ SUPEREX / ) (DSR code No. 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/ SAFEX / MINIMAX ) ( N.S )

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 / MINIMAX / NEW AGE/ SAFEX / MINIMAX ) (DSR code No. 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 / MINIMAX / NEW AGE/ SAFEX / MINIMAX). (DSR code No. 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 / MINIMAX / NEW AGE/ SAFEX / MINIMAX ) (DSR Code No.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 .4 WAY -150 mm dia MS pipe (MAKE: / FIRE CUT / MINIMAX / NEW AGE/ SAFEX / MINIMAX ) (DSR code No. 19.2).

Providing , installation , testing and commissioning of stainless steel Y- strainer fabricated out of 1.6 mm thick stainless steel, grade 304 , sheet with 3 mm dia hole with stainless steel flange . 250 mm dia . KARTAR / SANT (DSR code No. 15.5)

Supplying and fixing air vessel made of 250 mm dia ,8 mm thick MS sheet , 1200 mm in height with air release valve on top and flanged connection to riser , drain arrangement with 25 mm dia gun metal wheel valve with required accessories , pressure gauge and paintingwith synthetic enamel paint of approved shade as required . (MAKE: / FIRE CUT / MINIMAX / NEW AGE/ SAFEX / MINIMAX ) (DSR code No. 20)

SITC OF Providing & Fixing of air vessel 450/1600 0mm dia,height with dish top made in 6mm thick ms pipe complete with 20 mm dia brass air valve , 200mm dia stop valve , pressure gauge ,stop cock, nipple for fire control room (MAKE: / FIRE CUT / MINIMAX / NEW AGE/ SAFEX / MINIMAX ) ( NS )

Supplying and fixing orifice plate made out of 6mm thick stainless steel ( Grade 304 ) with orrice of required size to be fitted between flange & landing valve of external and internal hydrent to reduce pressure at the outlet to the level of 3.5 kg/cm2 complete as required .MAKE-SANT,LEADER,KARTAR / SAFEX OR EQULENT (DSR code No. 13)

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 - KARTAR / SANT /ZOLOTO / KILOSKER D. 250 mm dia. (DSR code No. 11.8)

150 mm dia. (DSR code No. 11.6)

100 mm dia. (DSR code No. 11.5)

80 mm dia. (DSR code No. 11.4 )

50 mm dia. (DSR code No. 11.2)

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 requiredMAKE - KARTAR / SANT /ZOLOTO / KILOSKER. J. 250 mm dia (DSR code No. 14.9)

150 mm dia (DSR code No. 14.7)

100 mm dia (DSR code No. 14.5)

providing & fixing of pressure switch in M.S pipe line including connection MAKE INDIFUS /DANFOSE (DSR code No. 22)

SITC of fire brigade draw off connection confirming to IS : 4038-1986 with 150 mm Non return valve/ strainer incluiding necessary fittings the word FIRE BRIGADE DRAW OFF to be painted on the box complete all as specified and directed.( MAKE - FIRE CUT / SAFEX /MINIMAX ( N.S )

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 ( N.S )

MECHANICAL/ELECTRICAL PUMPS-Fire Hydrants Supplying , installation , testing and commissioning of diesel engine driven main fire pump suitable for automatic operation and consisting of following , complite in all respect , as required (Diesel Driven Pump ) horizontal type , multistage , centrifugal pump of cast of iron body and brinze impeller with stainless steel shaft , mechanical seal conforming to IS 1520 OF Suitable HP ,1500 RPM water cooled with radiator , diesel engine conforming to relevant IS standard complete with autostarting mechanism , 12 /24 volt electric starting equipment , disel tank , exhaust pipe extended upto 10 m outside pump house duly insulated with 50 mm thick glass wool with 1.0 mm thick almunium sheet cladding, residebtial silencer , instruments and protection as per standard specification ,stop solenoid for auto stop in the ecent of fault with audio indications , painted with post office red colour etc .as required. M.S fabricated ,common base plate coupling ,coupling guard , foundation bolt etc. as required . 2280 LPM at 88 Mtr Head, ( DSR- 2.4 )

Supplying , installation , testing and commissioning of electric driven Main Fire Pump suitable for automatic operation and consisting of following , complete in all respects , as required . (a ) Horizontal type , multistage , centrifugal , split casing pump of cast iron body & bronze impeller with stainless steel shaft , mechanical seal conforming to IS 1520 (b) suitable HP squirrel cage induction motor ,TEFC , synchronous speed 1500 RPM ,suitable for operation on 415 volt , 3 phase 50 Hz ,ac supply with IP 55 protection for enclosure , horizontal foot mounted type with class ' F ' insulations , conforming IS -325 FOR HYDRENT SYSTEM MAKE KILOSKER / LUBI. (DSR- 1.4) 2280 LPM suitable for 88Mtr Head. (DSR- 1.4)

Supplying , installation , testing and commissioning of electric driven pressurisation pump suitable for automatic operation and consisting of following , complete in all respects , as required ; (Jockey Pump ) Horizontal type , multistage , centrifugal pump of cast iron body and bronze impeller with stainless steel shaft , mechanical seal conforming to IS; 1520 . Suitable HP squirell cage induction motor tefc type suitable for operation on 415 volt , 3 phase 50 HZ AC supply with IP 55 class of protection for enclosure , horzontal foot mounted type with class- ' F 'insulation,conforming to IS; 325 M .S fabricated common base plate , coupling ,coupling guard , foundation bolt etc as required . M.S fabricated bolt etc as required. Suitable cement concrete foundation duly plastered and with anti vibration pad MAKE KILOSKER / LUBI 180 LPM suitable for 88 Mtr ( DSR- 3.1 )

Supplying , installation , testing and commissioning of electric driven Main Fire Pump suitable for automatic operation and consisting of following , complete in all respects , as required . (a ) Horizontal type , multistage , centrifugal , split casing pump of cast iron body & bronze impeller with stainless steel shaft , mechanical seal conforming to IS 1520 (b) suitable HP squirrel cage induction motor ,TEFC , synchronous speed 1500 RPM ,suitable for operation on 415 volt , 3 phase 50 Hz ,ac supply with IP 55 protection for enclosure , horizontal foot mounted type with class ' F ' insulations , conforming IS -325 FOR HYDRENT SYSTEM MAKE KILOSKER , LUBI MOTHER AND PLATT , ASHOK LEYLAND 2280 LPM suitable for 56 Mtr Head for water curtain in basement (DSR code No. 1.6 )MAKE KILOSKER / LUBI

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 . 450 LPM at 35 m head MAKE KILOSKER / LUBI (DSR- 4.1).

SITC OF DOL type fire pump panel suitable for 450 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 ATTACK FIRE / FIRE CUT / HYDROTEC. (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. 3.CORE x 95 sq. mm (From Fire Fighting Control Panel to main fire AND SPRINKLAR pump) (DSR E & M code No. 9.1.13)

3 CORE x 35 sq. mm (From Fire Fighting panel to jockey pump) (DSR E & M code No. 9.1.10)

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 )code No. 1.17.2)

3.CORE x 10 sq. mm (From Fire Fighting Control Panel to main fire pump) (DSR E & M code No.9.1 .7

Supply, installation, testing of 16 zone fire annuciatior indication panel location fire control room make fire cut /attack fire /hydrotec ( N.S )

Providing & fixing flow switch in following sizes M.S pipe including connection etc as required .150 mm dia make system sensor / hd / new age . ( DSR - 23.2 )

Providing & fixing of deluge valve ( to be used for water curtain ) UL listed with wet pilot basic trim assembly for DVA with test and alarm , drip and drain valve with water moter gong complete as required . 100 mm dia Make HD , SAFEX , MINIMAX ( DSR - 26.3 )

Providig , installation , testing & commissioning of electric release trim assembly for deluge wall with two way solelnoid valve , weather proof operation on 24 volt DC supply complete as required . Make any standed ( DSR - 28 )

Proviing , fixing , testing & commissioning of installation control valve of cast iron body , brass /bronze working parts comprising of water moter alarm , bronze seat clapper , clapper arm and hydraulically driven mechanical gong bell to sound continuous alarm when the wet riser / sprinkler system activates , pressure switch, cock valve complete with drain valve and bypass , test control box , ball valves MS PIPE OF REQUIRED SIZE , FLANGES , ORIFICE PLATE , GASKET ETC OF FOLLWING SIZES AS REQUIRED 150 MM DIA (DSR code No. 24.3)

AUTO GLOW EXIT SIGNS 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 SAFEX / MINIMAX / FIRE CUT / CEASE FIRE. (NS)

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 MAKE SAFEX / MINIMAX / FIRE CUT / CEASE FIRE ( N.S )

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

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 location electrical shaft ,electrical control room servar room other places where water or other camical are prohibited . MAKE SAFEX / MINIMAX / FIRE CUT / CEASE FIRE. (NS).

SITC of 50 KG DCP (Dry Chemical Powder) Trolley type fire extinguisher as per IS 16018I jet length minimum 8 mtr minimum discharge time 40-50 sec,tested on 30 kgf/cm2 MAKE .location dg room , fire control room , ground floor of every block . MAKE SAFEX / MINIMAX / FIRE CUT / CEASE FIRE. (NS).

SITC of 50 KG Mechanical Foam AFFF Trolley type fire extinguisher as per IS 16018 jet length minimum 10 mtr minimum discharge time 60-180 sec,tested on 35 kgf/cm2 with 2 kg co2 external fire extinguisher MAKE location dg room , fire control room , ground floor of every block .MAKE SAFEX / MINIMAX / FIRE CUT / CEASE FIRE (NS)

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 KARTAR /FIRE CUT. (NS)

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 . location- basement stair case , electrical cantrol room and all floor stir case where there is no natural vantilationMAKE= /LAKESTA /AGNI /INDIAN FIRE /FIRE CUT

UG WATER TANK AND MACHINARY ROOM Supply and fixing of 20000 ltr plastic water tank for fire fighting system (As per HSR)

SANCHIT CREDIT AND CONSTRUCTION PVT LTD

DHARAMPAL AND COMPANY