Construction of Boys Hostel in Govt. Polytechnic at Cheeka in Kaithal 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 up to 50 m and lift up to 1.5 m, as directed by Engineer-in-charge. (HSR 4.12.1) All kinds of soil

Filling available excavated earth (excluding rock) in trenches, cum 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) cum 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) (RECOVERY ITEMS)

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 6.1.2) 1:2:4 (1 cement : 2 coarse sand (zone-Ill) : 4 graded cum stone aggregate 20 mm nominal size

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

Providing and laying in position cement concrete 1:5:10 (1 cement : 5 coarse sand zone-Ill graded 10 stone aggregate 40 mm nominal size) of specified grade excluding the cost of centering and shuttering - All work below plinth level and up to Floor IV level. (HSR 6.1.7)

Providing and laying damp-proof course with cement concrete 1 :2:4 (1 cement : 2 coarse sand (zone-Ill): 4 graded stone aggregate 12.5mm nominal size) (HSR 6.8.1) 50 mm thick

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 : (HSR 6.14.1) 1 : 1. 5: 3 ( 1 cement : 1. 5 coarse sand (zone-Ill): 3 cum graded stone aggregate 20 mm nominal size)

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 : (HSR 6.15.1) 1:1.5:3 (1 cement : 1.5 coarse sand(zone-111) : 3 cum graded stone aggregate 20 mm nominal size) First Storey

Second Storey

Third storey

Fourth storey/Mumty

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-111) : 3 graded stone aggregate 20 mm nominal size). (HSR 6.16) First Storey

Second Storey

Third storey

Fourth storey/mumty & machine room

Centering and shuttering including strutting, propping etc. and removal of form for (HSR 6.30.1) Foundations, footings, bases of columns, etc. for mass concrete

Centering and shuttering including strutting, propping etc. and removal of form for (HSR 6.30.3) Suspended floors, roofs, landings, balconies First storey

Second storey

Third storey

Fourth storey/mumty & machine room

Centering and shuttering including strutting, propping etc. and removal of form for (HSR 6.30.4) Shelves (Cast in situ) First storey

Second storey

Third storey

Centering and shuttering including strutting, propping etc. and removal of form for (HSR 6.30.5) Lintels, beams, plinth beams, girders, bressumers and cantilevers First storey

Second storey

Third storey

Fourth storey/mumty & machine room

Centering and shuttering including strutting, propping etc. and removal of form for (HSR 6.30.6) Columns, Pillars, Piers, Abutments, Posts and Struts First storey

Second storey

Third storey

Fourth storey/mumty & machine room

Centering and shuttering including strutting, propping etc. and removal of form for (HSR 6.30.7) Stairs, (excluding landings) except spiral-staircases First storey

Second storey

Third storey

Centering and shuttering including strutting, propping etc. and removal of form for (HSR 6.30.13) Vertical and horizontal fins individually or forming box louvers band, facias and eaves boards First storey

Second storey

Third storey

Fourth storey/mumty & machine room

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. (HSR 6.33.6) Thermo-Mechanically Treated bars of grade Fe-500D or more.

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, over1aps, 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. (HSR 6.34.6) Thermo-Mechanically Treated bars of grade Fe-500D or more.

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)

Brick work with common burnt clay modular bricks of class designation 7.5 in foundation and plinth in: (HSR 7.20.2) Cement Mortar 1:6 (1 cement: 6 coarse sand).

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 : (HSR 7.48.1) Cement Mortar 1 :4 ( 1 cement : 4 coarse sand)

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

Second Storey

Third storey

Fourth storey/mumty & machine room

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. (HSR 7.28.2) Cement mortar 1 :4 ( 1 cement :4 coarse sand) First Storey

Second Storey

Third storey

Fourth storey/mumty & machine room

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 7.47.2) Cement mortar 1:6 (1 cement: 6 Coarse sand) First Storey

Second Storey

Third storey

Fourth storey/Mumty

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 : (HSR 9.17.1) In 75x75 mm deep chase First Storey

Second Storey

Third storey

Fourth storey/Mumty

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) First Storey

Second Storey

Third storey

Fourth storey/Mumty

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

Third storey

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. (HSR 9.57.3) 150 mm diameter First Storey

Second Storey

Third storey

Fourth storey/Mumty

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 1 O mm gap for thermal expansion. (HSR 9.58.5.3) Bend 87.5". 150 mm bend First Storey

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) First Floor

Second floor

Third floor/mumty

Providing and laying of conglomerate floor 50mm thick cement concrete topping 1 :2:4 (HSR 10.7)

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 sluny 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) (HSR 10.29.4) Ordinary cement without any pigment Ground floor

First Floor

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) : (HSR 10.37.1) 25 mm thick Ground floor

First Floor

Second floor

Third floor/mumty

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) Ground floor

First floor

Second floor

Third floor/mumty

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

First floor

Second floor

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. (HSR 10.50.1) Polished Granite stone slab jet Black, Cherry Red, Elite Brown, Cat Eye or equivalent. (Granite shall be supplied by the deptt.) Ground floor

First floor

Second floor

Laying 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) (Granite shall be supplied by the deptt.) Ground floor

First floor

Second floor

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) Ground floor

First floor

Second floor

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) Ground floor

First floor

Second floor

Fixing 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. (HSR 10.63.2) Size of Tile 600x600 mm. (Tiles shall be supplied by the deptt.) Ground floor

First floor

Second floor

Fixing 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. (HSR 10.67.2) Size of Tile 600x600 mm. (Tiles shall be supplied by the deptt.) Ground floor

First floor

Second floor

Cement Concrete 1:8:16 with stone aggregate 40 mm size in cum foundation and plinth.(HSR 10.100.2)

Plastering on walls 10 mm thick cement plaster 1 :3 (1 cement: 3 fine sand) (HSR 11.4.2) First Storey

Second Storey

Third storey

Fourth storey/Mumty

Plastering on walls12 mm cement plaster of mix 1 :4 (1 cement: 4 fine sand) : (HSR 11.5.3) First Storey

Second Storey

Third storey

Fourth storey/Mumty

Plastering on wall 12 mm cement plaster of mix 1 :6 (1 cement: 6 fine sand) : (HSR 11.5.4) First Storey

Second Storey

Third storey

Fourth storey/Mumty

Plastering on walls 15 mm cement plaster on the rough side of single or half brick wall of mix 1 :6 (1 cement: 6 fine sand) : (HSR 11.6.2) Internal Plaster First Storey

Second Storey

Third storey

Fourth storey/Mumty

Applying two coats white cement based putty of approved brand and manufacturer, over plastered surface and grinding the surface smooth with sand paper to get en even and smooth finish including cost and carriage of all material , labour charges, scaffolding, sundries etc. complete (HSR 11.58). (Labour Rate)

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

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)

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)

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

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)

Painting over the wooden/metal surface with aluminium paint of approved brand and manufacture to give an even shade. (HSR 11.84.1) Two or more coats on new work. (Labour Rate)

Finishing walls with water proofing cement paint of required shade (HSR 11.93.1) New work (Two or more coats applied@ 3.84 kg/10 sqm). (Labour Rate)

Finishing walls with 100% Premium acrylic emulsion paint having VOC less than 50 gmnitre and UV resistance as per IS 15489:2004, Alkali & fungal resistance, dirt resistance exterior paint of required shade (Company Depot Tinted) with silicon additives. (HSR 11.98.1) New work (Two or more coats applied@ 1.43 litre/ 10 sqm Over and including priming coat of exterior primer applied @ 0.90 litre/10 sqm. (Labour Rate)

Float glass panel. (HSR 12.9.7.1) 4 mm thick glass panel (weight not less than sqm 10kg/sqm).

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 crews. (HSR 12.10.2.1) Kiln seasoned and chemically treated Hollock wood. 35 mm thick shutters

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: 30 mm thick shutters. (HSR 12.19.2.1.2) Kiln seasoned and chemically treated Hollock wood

Providing and fixing ISI marked flush door shutters conforming to IS : 2202 (Part I) decorative type, core of block board construction with frame of 1st class hard wood and well matched teak 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters. (HSR 12.36.1) 35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws.

Fixing aluminium extruded section body tubular type universal hydraulic door closer (having brand logo with ISi, IS: 3564, embossed on the body, door weight up to 3 6 kg to 80 kg and door width from 701 mm to 1 000 mm), with double speed adjustment with necessary accessories and screws etc. complete.(HSR 12.89). (Labour Rate)

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 12.97.3) 100x75x4 mm. (Labour Rate)

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 12.97.6) 75x63x4 mm. (Labour Rate)

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 12.98.1) 300x16 mm. (Labour Rate)

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 12.98.2) 250x16 mm. (Labour Rate)

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 12.99.2) 250x10 mm. (Labour Rate)

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 12.102.1) 125 mm. (Labour Rate)

Fixing aluminium handles, ISi marked, anodised (anodic coating not less than grade AC 1 O as per IS : 1868) transparent or dyed to required colour or shade, with necessary screws etc. complete. (HSR 12.102.3) 75 mm. (Labour Rate)

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). (HSR 12.157.2.1) .Anodised aluminium (anodised transparent or dyed to required shade according to IS: 1868, Minimum anodic coating of grade AC 15)

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: Profile B (HSR 13.3.1.1) Fixing with adjustable lugs with split end tail to each jamb First, Second, Third & Fourth storey/Mumty

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: Profile C (HSR 13.3.2.1) Fixing with adjustable lugs with split end tail to each jamb

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. (HSR 13.29.2) In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works

Providing and fixing Pre-laminated medium density fibre board IS: 14587:1998 marked, with one side decorative lamination other side balancing lamination Grade-l(exterior grade) in shelves with screws and fittings wherever required, edges to be sealed with PVC edge bending tape 2.00 mm thick of approved brand (fittings to be paid separately).(HSR 18.12.1) Pre-laminated with decorative lamination one side and other side balancing lamination exterior Grade - I MDF Board 18 mm thick confirming to 15:14587 First storey

Second storey

Third storey

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) First Storey

Second Storey

Third storey

Fourth storey/Mumty

Providing and supplying Spandrel Glass Panels comprising of 6 mm thick heat strengthened monolithic float glass of approved colour and shade with reflective soft coating on surface# 2 of approved colour and shade so as to match the colour and shade of the IGUs in the vision panels etc. ,all complete for the required performances as specified, as per the Architectural drawings, as per the approved shop drawings, as specified, and as directed by the Engineer- in- Charge. For payment, only the actual area of glass on face# 1 of the glass panels (but excluding the area of grooves and weather silicone sealant) provided and fixed in position, shall be measured in sqm (Payment for fixing of Spandrel Glass Panels in the curtain glazing is included in cost of relevant Item). "(i) Coloured tinted float glass 6mm thick substrate with reflective soft coating on face # 2, having properties as visible Light transmittance (VL T) 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/m 2 K etc . The properties of performance glass shall be decided by technical sanctioning authority as per the site requirement. (HSR 29.5)

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 Ill (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 3.1. 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 Note: - In case of any difference in the unit & nomenclature of any of the HSR items of Civil, P.H. work depicted in this DNIT and that given in HSR, the unit and nomenclature given in HSR shall be applicable. 2. Only reputed make material will be used (make/brand exhibited in HSR and exhibited in approved standard document) as approved by Engineer-in-charge, while executing various items/ works at site.

Excavating trenches of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, depth up to 1.5 m, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within a lead of 50 m: All Kinds of soil Pipes, cables etc, not exceeding 80 mm dia. (HSR 4.16.1.1)

Pipes, cables etc. exceeding 80 mm metre dia. but not exceeding 300 mm dia (HSR 4.16.1.2)

Boring for hand-pump in clay, fitting strainer and pipe Above 75 mm dia bore, but not exceeding 100 mm dia Exceeding 30 m (HSR 18.50.2.3)

Drilling and tapping cast iron pipe line of all diameters and screwing in ferrule and connections. Ferrule size 40 mm (HSR 20.24.6)

Cutting holes upto 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. 11.43 cm thickness of walls (HSR 20.25.1)

22.86 cm thickness of walls (HSR 20.25.2)

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 (a) Upto 200mm I/d (HSR 20.49.1)

Providing and placing in horizontal layers filtering media screened, washed and cleaned as described below: 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)

Third layer: - Bajri screened washed and graded from 6 mm to 20 mm (from Ghaggar or approved equivalent quarry) (HSR 20.52.3)

Fourth layer: - Bajri (coarsed) screened and washed graded from 20 mm to 25 mm (from Ghaggar or approved equivalent quarry) (HSR 20.52.4)

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, lowering, laying, cutting (cut surface to be uniformly finished), jointing with rubber rings marked with IS : 5382 and testing of SPIGOT AND SOCKETTED RCC, NP2 MARKED WITH IS : 458-1988 and specials into trenches for all depths including carriage, loading, unloading, stacking, handling, re-handling etc. complete is all respects to the satisfaction to the 200 mm i/d (HSR 20.62.1)

Providing & fixing steel bar embedded plastic steps of size 263mm x each 143 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 upto 0.60 meters average depth in cement mortar 1:5 lime concrete with 40 percent 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 RCC 1:2:4 slab 100mm thick/C.C. topping 50mm thick with 455 mm x 455 mm / 455 mm x 610mm 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. Size 450mm x450mm inside (with 455mmx455mm cover and frame light duty single seal weighing 20 kg with C.C topping (HSR 21.84.1)

Size 600mm x900mm inside (with 455mmx455mm cover and frame light duty single seal weighing 20 kg with C.C topping RCC slab (HSR 21.84.3)

Providing and fixing SFRC MANHOLE COVERS AND FRAMES MARKED WITH IS: 12592 including setting the same to correct lines and levels in 1 :3 cement sand mortar over manhole including carriage loading unloading stacking handling re-handling etc. c Type: Extra heavy duty set (MD-10) 560 mm clear opening. Type: Extra heavy duty set (EHD-35) 560 mm clear opening (HSR 21.93.1)

Fixing in position C.I. plain Nahani Trap conforming to I.S.I. specifications and of self cleaning design with C.P. brass hinged grating with frame complete b) With 75mm I/d outlet. (Labour Rate) (HSR 22.20.2)

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

Fixing white vitreous chinaware pedestal type water closet (European type) with seat and lid, 10 litre low level white vitreous chinaware flushing cistern & C.P. flush bend with fittings & C.I. brackets, 40 mm flush bend, overflow arrangement with specials of standard make and mosquito proof coupling of approved municipal design complete, including painting of fittings and brackets, cutting and making good the walls and floors wherever required : W.C. pan with ISI marked white solid plastic seat and lid (Labour Rate) (HSR 22.24.1)

Fixing white vitreous chinaware flat back half stall urinal of size 580x380x350 mm with white PVC flushing cistern, with fittings, standard size C.P. brass flush pipe, spreaders with unions and clamps (all in C.P. brass)with waste fitting as per IS : 2556, C.I. trap with outlet grating and other couplings in C.P. brass, including painting of fittings and cutting and making good the walls and floors wherever required Range of two half stall urinals with 5 litre P.V.C. automatic flushing cistern (Labour Rate) (HSR 22.26.3)

Fixing G.I. inlet connection for flush pipe connecting with W.C. pan. (Labour Rate) (HSR 22.35)

Fixing 8 mm dia C.P. I S.S. Jet with flexible tube up to 1 metre ong with S.S. triangular plate to European type W.C. of quality and make as approved by Engineer - in - charge. (Labour Rate) (HSR 22.38)

Fixing toilet paper holder: (HSR 22.42.1) C.P. brass (Labour Rate)

Fixing 32 mm diameter GI. extension pipe for Indian type Water Closet suite complete with accessories(as approved by the Engineer -in charge. (Labour Rate) (HSR 22.44)

Providing and fixing G.I. pipes complete with G.I. fittings and clamps, i/c cutting and making good the walls etc. Internal work· Exposed on wall :- 25mm (HSR 22.88.3)

32mm (HSR 22.88.4)

40mm (HSR 22.88.5)

Providing and fixing G.I. Pipes complete with G.I. fittings and clamps, i/c making good the walls etc. concealed pipe, including painting with anti corrosive bitumastic paint, cutting chases and making good the wall : 20mm (HSR 22.89.2)

Making chases up to 7.5x7.5 cm in walls including making good and finishing with matching surface after housing G.I. pipe etc. (HSR 22.90)

Providing and fixing G.I. Union in G.I. pipe including cutting and threading the pipe and making long screws etc. complete (New work) : 20mm (HSR 22.94.2)

25mm (HSR 22.94.3)

32mm (HSR 99.94.4)

40mm (HSR 22.94.5)

Fixing water meter and stop cock in G.I. pipe line including cutting and threading the pipe and making long screws etc. complete (cost of water meter and stop cock to be paid separately). (HSR 22.95)

Providing and fixing Gun Metal Gate valve with CI wheel of approved qualtity screwed end 20mm internal diameter (HSR 22.98.2)

25mm internal diameter (HSR 22.98.1)

32mm internal diameter (HSR 22.98.3)

40mm internal diameter (HSR 22.98.4)

Fixing C.P. brass bib cock of approved quality conforming to IS:8931 15mm nominal bore (Labour Rate) (HSR 22.104.1)

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

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

Fixing C.P. brass angle valve for basin mixer and geyser points of approved quality conforming to IS:8931 15 mm nominal bore (Labour Rate) (HSR 22.108.1)

Fixing C.P. Brass extension nipple (size 15mmx50mm) of approved make and quality as per direction of Engineer-in-charge. (Labour Rate) (HSR 22.109)

Fixing PTMT towel rail complete with brackets fixed to wooden cleats with CP brass screws with concealed fittings arrangement of approved quality and colour 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. (Labour Rate) (HSR 22.119.2)

Fixing PTMT shelf 440 mm long, 124 mm width and 36 mm height of approved quality and colour, weighing not less than 300 gms. (Labour Rate) (HSR 22.120)

Fixing Unplasticised P.V.C. connection pipe with PTMT Nuts, collar and bush of approved quality and colour. 15 mm nominal bore with 45 cm length (Labour Rate) (HSR 22.128.2)

Providing and laying S&S centrifugally cast (spun) iron pipes (Class LA) conforming to IS - 1536: 100 mm dia pipe (HSR 22.152.1)

125 mm dia pipe (HSR 22.152.2)

Providing lead caulked joints to spun iron or C.I. pipes and specials, including testing of joints but excluding the cost of pig lead 100 mm dia pipe (HSR 22.153.1)

125 mm dia pipe (HSR 22.153.2)

Supplying pig lead at site of work. (HSR 22.154)

Providing and laying S&S C.I. Standard specials such as tees, bends, collars apers and caps etc, suitable for flanged jointing as per IS : 1538 : Up to 300 mm dia (HSR 22.157.1)

Providing, laying and jointing glazed stoneware pipes class SP-1 with stiff mixture of cement mortar in the proportion of 1: 1 (1 cement : 1 fine sand) including testing of joints etc. complete: 100 mm i/d (HSR 22.163.1)

150 mm i/d (HSR 22.163.2)

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

150 mm dia meter S.W pipe (HSR 22.164.2)

Fixing square-mouth S.W. gully trap (180x150 mm) size P type class SP-1 complete with C.I. grating brick masonry chamber with water tight C.I. cover with frame of300 x300 mm size (inside) the weight of cover to be not less than 4.50 kg andframe to be not less than 2.70 kg as per standard design: 180x150 mm size P type a) 100mm internal diameter S.W gully trap. (Labour Rate) (HSR 22.166.3.1)

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)

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. (Labour Rate) (HSR 22.209)

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. Size 560mm x 450mm (Under counter oval) (Labour Rate) (HSR 22.221.9)

Providing and fixing in position singel 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. Single socket Type A 160mm old SWR UPVC pipe lines laid complete (HSR 22.222.1.1)

Earth work in excavation in foundations, trenches etc. in all kind of soils, not exceeding 2 metres depth including dressing of bottom and sides of trenches, staking the excavated soil clear from the edge of excavation and subsequent filling around masonry, in 15cm layers with compaction, including disposal of all surplus soil, as directed with in a lead of 30 metres. (HSR 24.10.2)

Shiv Darshan Associates