Reconfiguration of Terminal Building at Deoghar Airport SH Provision of counters canopy modification of cabins and other associated civil works at Deoghar Airport

Amount

Earth work in excavation by mechanical means (Hydraulic excavator) / manual means over areas (exceeding 30cm in depth. 1.5 m in width as well as 10 sqm on plan) including disposal of excavated earth lead upto 50m and lift upto 1.5m, disposed earth to be levelled and neatly dressed. All kind of Soil

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

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

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:1½:3 (1 Cement: 1½ coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources)

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:4:8 (1 Cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) ( Under Footing & Plinth Beam )

Centering and shuttering including strutting, propping etc. and removal of form for Columns, Pillars, Piers, Abutments, Posts and Struts

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

Centering and shuttering including strutting, propping etc. and removal of form for Lintels, beams, plinth beams, girders, bressumers and cantilevers

Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Thermo-Mechanically Treated bars (Fe-500D or above)

Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level. Thermo-Mechanically Treated bars (Fe-500D or above)

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. Excess/less cement used as per design mix is payable/recoverable separately). All works upto plinth level

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. Excess/less cement used as per design mix is payable/recoverable separately). All works above plinth level upto Floor V Level

Using extra /less cement in the items of design mix over and above the specified cement content therein.

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

Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in : Cement mortar 1:6 (1 cement : 6 coarse sand)

Providing edge moulding/ Grooves/Chamfering to 18 mm thick stone counters, Vanities etc., including machine polishing and edge chamfering as per design to achieve high gloss finish etc. complete as per design approved by Engineer-in-Charge. (Applicable for Staircase vertical and horizontal moulding and Grooves in Wall Cladding.).Item to be measure in RMT(i.e Runnning meter) as per pattern formed after combining slab of Stone to form required shape. Granite stone

Providing and fixing expansion hold fasteners on C.C. /R.C.C./Brick masonry surface backing including drilling necessary holes and the cost of bolt etc complete Wedge expansion type. Fastener with threaded dia 6 mm (36.5mm long)

Providing wood work in frames of doors, windows, clerestory windows and other frames, wrought framed and fixed in position with hold fast lugs or with dash fasteners of required dia & length (hold fast lugs or dash fastener shall be paid for separately). Second class teak 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 three ply veneering with vertical grains or cross bands and face veneers on both faces of shutters.35 mm thick Fixing with hinges of required size and necessary screws. (Note: Hinges and necessary screws shall be paid separately)

Providing and fixing aluminium extruded section body tubular type universal hydraulic door closer (having brand logo with ISi, IS : 3564, embossed on the body, door weight upto 36 kg to 80 kg and door width from 701 mm to 1000 mm), with double speed adjustment with necessary accessories and screws etc. complete

Providing and fixing aluminium sliding door bolts, ISI marked anodised (anodic coating not less than grade AC 10 as per IS : 1868), transparent or dyed to required colour or shade, with nuts and screws etc. complete : 300x16 mm

Providing & Fixing decorative high pressure laminated sheet of plain / wood grain in gloss / matt/ suede finish with high density protective surface layer and reverse side of adhesive bonding quality conforming to IS : 2046 Type S, including cost of adhesive of approved quality. 1.5 mm thick

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

Providing and fixing M.S. Tubular frames for doors, windows, ventilators and cupboard with rectangular/ L-Type sections, made of 1.60 mm thick M.S. Sheet, joints mitred, welded and grinded finish, with profiles of required size, including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer. Fixing with 15x3 mm lugs 10 cm long embedded in cement concrete block 15x10x10 cm of C.C. 1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 20 mm nomina size)

Steel work in built up tubular ( round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete. Electric resistance or induction butt welded tubes (grade of steel considered YST 310)

Providing and fixing false ceiling at all height including providing and fixing of frame work made of special sections, power pressed from M.S. sheets and galvanized with zinc coating of 120 gms/sqm (both side inclusive) as per IS : 277 and consisting of angle cleats of size 25 mm wide x 1.6 mm thick with flanges of 27 mm and 37mm, at 1200 mm centre to centre, one flange fixed to the ceiling with dash fastener 12.5 mm dia x 50mm long with 6mm dia bolts, other flange of cleat fixed to the angle hangers of 25x10x0.50 mm of required length with nuts & bolts of required size and other end of angle hanger fixed with intermediate G.I. channels 45x15x0.9 mm running at the spacing of 1200 mm centre to centre, to which the ceiling section 0.5 mm thick bottom wedge of 80 mm with tapered flanges of 26 mm each having lips of 10.5 mm, at 450 mm centre to centre, shall be fixed in a direction perpendicular to G.I. intermediate channel with connecting clips made out of 2.64 mm dia x 230 mm long G.I. wire at every junction, including fixing perimeter channels 0.5 mm thick 27 mm high having flanges of 20 mm and 30 mm long, the perimeter of ceiling fixed to wall/partition with the help of rawl plugs at 450 mm centre, with 25mm long dry wall screws @ 230 mm interval, including fixing of gypsum board to ceiling section and perimeter channel with the help of dry wall screws of size 3.5 x 25 mm at 230 mm c/c, including jointing and finishing to a flush finish of tapered and square edges of the board with recomme-nded jointing compound , jointing tapes , finishing with jointing compound in 3 layers covering upto 150 mm on both sides of joint and two coats of primer suitable for board, all as per manufacturer’s specification and also including the cost of making openings for light fittings, grills, diffusers, cutouts made with frame of perimeter channels suitably fixed, all complete as per drawings, specification and direction of the Engineer in Charge but excluding the cost of painting with: 12.5 mm thick tapered edge gypsum fire resistant board conforming to IS: 2095- Part I

12 mm cement plaster of mix : (1 cement: 6 fine sand)

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

12 mm cement plaster of mix : 1:6 (1 cement: 6 coarse sand)

6 mm cement plaster of mix : 1:3 (1 cement : 3 fine sand)

Wall painting with acrylic emulsion paint of approved brand and manufacture to give an even shade : Two or more coats on new work

Painting with synthetic enamel paint of approved brand and manufacture to give an even shade: Two or more coats on new work

Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete

Wall painting with premium acrylic emulsion paint of interior grade, having VOC (Volatile Organic Compound) content less than 50 grams/ litre of approved brand and manufacture, including applying additional coats wherever required to achieve even shade and colour. two coats

Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 metres lead as per direction of Engineer - in- charge.

Demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge In cement mortar

Dismantling doors, windows and clerestory windows (steel or wood) shutter including chowkhats, architrave, holdfasts etc. complete and stacking within 50 metres lead Of area beyond 3 sq. metres

Dismantling steel work manually/ by mechanical means in built up sections without dismembering and stacking within 50 metres lead as per direction of Engineer-in-charge.

Dismantling stone slab flooring laid in cement mortar including stacking of serviceable material and disposal of unserviceable material within 50 metres lead.

Dismantling aluminium/ Gypsum partitions, doors, windows, fixed glazing and false ceiling including disposal of unserviceable material and stacking of serviceable material with in 50 meters lead as directed by Engineer-in-charge.

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

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: 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 aluminum 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 Dimentional 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 seperator 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. Note:- 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 subhead. 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.

Demolishing PQC work manually/ by mechanical means including and disposal of unserviceable material within 50 metres lead as per direction of Engineer- in- charge.

Credit for dismantled unserviceable materials M.S. / Steel Reinforcement /any scrap steel complete as per direction of Engineer-in-charge. Material shall be removed immediately and rates shall be including loading, unloading for all lead & lifts carriage,etc. (Material shall be property of contractor) (The rate quoted should be treated as negative and final calculation will be done accordingly.)

Credit for dismantled unserviceable materials Brick complete as per direction of Engineer-in-charge. Material shall be removed immediately and rates shall be including loading, unloading for all lead & lifts carriage, etc. (Material shall be property of contractor) (The rate quoted should be treated as negative and final calculation will be done accordingly.)

Credit for dismantled unserviceable materials Aluminuim/ Aluminium section /any scrap aluminium complete as per direction of Engineer-in-charge. Material shall be removed immediately and rates shall be including loading, unloading for all lead & lifts carriage,etc. (Material shall be property of contractor) (The rate quoted should be treated as negative and final calculation will be done accordingly.)

Supplying of vision glass panels comprising of 6mm+1.52 PVB+6mm units of size and shape as required and specified, comprising of an outer heat strengthened Clear float glass 6mm thick with 1.52 PVB of Clear colour and inner heat strengthened float glass 6mm thic( of approved colour and shade with reflective soft coating on surface #4 of approved colour and shade all complete for the required performances and the Architectural drawings, as per the approved shop drawings, as specified and as directed by the Engineer-in-Charge. The laminated panel shall be assembled in the factory of approved makes Glass/workshop of approved processor ."[Payment for fixing of glass Panels in the curtain structural glazing is included in cost of fixing of structural glazing "For paymen! only the actual area ofglass on face # 2 ofthe glass panels fexcluding the areas of the grooves and weather silicone sealantJ provided and fixed in position, shall be measured in sqm. The properties of Glass of approved Makes are Visible Light Transmission IVLTJ of 19%0, External Reflection 25 o/0, lnternal Reflection 270/0, SHGC.31, U.Value 4.3W/m2 Desree K

Providing and fixing 18 mm thick machine cut, mirror polished, superior quality granite stone of required size in approved shade, colour and texture laid over PCC of grade M25 as specified in drawing, followed by fixing of stone with cement based high polymer modified quick stone adhesive (water based) conforming to IS:15477, in average 6 mm thickness, joints treated with matching pigment, epoxy touch ups, including rubbing, curing, and polishing to edges to give high gloss finish etc. complete at all levels. Granite stone flooring with jet Black, Cherry Red, Elite Brown, Cat Eye or equivalent.(Note: The sample of granite stone shall be got approved well in advance before execution by the Engineer-In-Charge)

Providing and fixing machine cut, mirror / eggshell polished , Granite stone work for wall lining including dado, skirting, risers of steps etc., in required design and pattern wherever required, stones of different finished surface texture, on 13 mm (average) thickcement mortar 1:3 (1cement:3coarsesand) laid & jointed with white cement slurry @ 3.3 kg/sqm including pointing with white cement slurry admixed with pigment of matching shade, including rubbing, curing, polishing etc along with applying sealer of minium two coates as required. all complete as per Architectural drawings, and as directed by the Engineer-in-Charge. 18 mm thick Granite stone slab of approved colour & shade . The sample of granite stone shall be got approved well in advance before execution by the Engineer- In-Charge)

Supplying, Drilling/Cleaning hole and fixing of approved make Metal Expansion Anchor, Torque Controlled Expansion Anchor of Sizes M16. The Anchor should possess ETA approval and should be pre-assembled with a galvanised bolt as per EN ISO 4042 : 1999 , ingenious expansion sleeve M16 (galvanised) and - (EN ISO 4042 : 1999), a nut of Strenght Class 8 (EN ISO 20898-2:2013) and a galvanised washer (EN ISO 4042:1999). The anchor should possess at least 50 years of working life. THe anchor should be approved for use in Cracked and Uncracked Concrete, should have 2 effective embedment depths for the same diameter in respective ETA. Fixing of Anchor can be done with Hammer Drilled, Hollow Drill Bit Drilled Holes or Diamond Cored Holes as per ETA. Anchor should be approved for use in M15-M95 grade of concrete. The Anchor must have a Partial Safety Factor of Steel = 1.4. Anchor must be have as per Seismic C1 and C2 Category of TR045. Respective ETA to have Fire Resistance values in Fire for upto 130 mins as per EOTA TR 020, Design of Anchor should be done as per ETAG Annex C design mehod A, approved for Static Loads and EOTA TR 045, Seismic approval with C1 or C2 category considering relevant displacement values as per ETA for Seismic Applications.

Providing and fixing stainless steel sheet cladding (SS 304 grade, minimum 1.5 mm thick) over walls / pillars. The height of cladding shall be 1000mm, Over M.S. base frame fixed to columns / surface with anchor fasteners complete and consealing the SS welded joint to a seamless finish and providing the complete surface hairline anti fingerprint finish on all sides complete including cost of all material required as per drawings and to the entire satisfaction of the Engineer-in-charge.

Supply and fixing of Galvalume Flashings of approved make 0.55mm thick at roofing pheriphery and as per site requirement including all formations as per the directions of Engineer In Charge. Flashing colour to match with the roof colour. (Note: The work shall be executed as per manufacturer's specifications wherever applicable, relevant code of practice and sound engineering practice).

Supply and fixing of 2 mm Aluminium gutter, EPDM Expansion joints for every 12m length, Down take spout dia 200 mm for every 9 m gutter length, & other accessories and welding at joints. The Girth of gutter would be maximum 1200 mm, with galvalume bottom sheet 0.7 mm thick, Rockwool insulation 100mm thick and 60 kg/m3 density, Galvanised steel Z-girt 1.5 mm thick vapour control layer - double sided aluminium foil 0.15mm thick.

Supplying and fixing at site Aluminium Composite Panel cladding of texture and finish as per architecture drawing for interior and exterior of approved make of approved shades made out of 4mm thick aluminium composite panel material consisting of 3mm thick FR grade mineral core (Class B1, S1, d0 As per EN 13501-1, 2hrs fire rating) sandwiched between two Aluminium sheets (each 0.5mm thick). The aluminium composite panel cladding sheet shall be coil coated with 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., for linear as well as curvilinear portions of the building, for all heights and all levels etc. 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. The grooves shall be filled with approved make of weather sealant (non-staining grade). The base frame work for shall be in aluminium section 50mm x 25mm x 4mm in a grid of 600mm x 600 mm fixed with necessary screws, dash fastners, etc. Framework for ACP cladding is payable under the relevant aluminium items . However, for the purpose of payment, only the actual area on the external face of the curtain wall with Aluminum Composite Panel Cladding (including width of groove) shall be measured in sqm. up to two decimal places.

Providing and fixing of approved make Automatic Sliding door operator, crown/approved makes series ES 200 Easy 4150 Automatic operator, compliant with future European standards and produced according to the guidelines for power operated windows, doors and gates, BGR 232, the UW and the VDE regulations. TUV design tested, tested according to the low voltage guidelines, fulfils DIN 18650 standards, for framed glass door application with , modular design including internal cover and with 12 mm Toughened glass for 2 Nos sliding door panels and 2 Nos fixed panels, both sliding & fixed panels. Operator & Frame Finish should be Silver Anodised E6/C0, with operator dimensions (H x D) : 100 x 180 mm and of length as required to suit the opening size given below. The track profile should be separate from the main profile for enabling reduction in vibration insulation. Microprocessor-controlled control unit, Self-learning, with adjustable parameters for opening and closing speed, hold-open time and opening and closing force, reversing when obstruction is encountered, Class of protection IP 20. Activators- Prosecure Opti Combi 1 Sensor System (02 Nos), Light barriers, comprising receiver and transmitter - 02 Pair with Electro mechanical locking, Bistable, Program Switch with Key. Max Panel Weight Carrying Capacity of 2 X 120 Kgs. The system shall have constant power supply 230V+ So/o,SOHz, AC .The requirement in total is as mentioned ,wall connecting profiles be used on top of overpanel and on all sides to fixed panels only .The above work should complete in all respect as per approved drawings and to the satisfaction of Architect /Engineer-in-Charge. Door Size 2mtr x 2.4 mtr.

Dismantling and refixing existing glass panels/doors (upto 12 mm thickness) as per site requirement all complete as per satisfaction of EIC

Supply & Fixing of Polycarbonate Sheet with necessary fittings and materials, complete in all respect per standard practice and as per direction of EIC

Providing and fixing Fiber cement board 75mm thick drywall partition system, which include Galvalume wall frame system, comrprising of 51mm Floor and Ceiling track profile, 0.5mm thick, having two equal flanges of 32mm, fixed to the floor and ceiling,in plumb with each other, with nylon sleeves and steel screws at 610mm; Vertical Galvalume studs of size 51mm, 0.5mm thick, having one flange of 42mm and another flange of 44mm and two equal lips of 5mm insert fixed into the track profiles at 610mm centres. 12mm thick Fibre Cement Board (confirming to IS 14862;Type-B, catagory-3) are then screw fixed on the either side of the framework, with 25mm Screw Fibre Cement screw, at 300mm centres.The joints of Fibre cement board are to be filled with jointing Compound. The rate shall include providing openings for windows glazing and doors with additional support, wherever required. all complete as per direction of Engineer-in-charge

Providing and placing in position Check in Counter of size 1000 x 892 x 1200 mm as per atteched drawing made of 19 mm thick Boiling water proof block board with complete experior finish surface of 12 mm thick solid acrylic of of approved colour and make of any shade as approved by the Engineer in charge and interior finish with 1 mm thick suede/gloss finish laminate of approved colour and pattern withh all necessary frames works /stainless steel screws/ SS hinges/telescopic channels for drawers/ handles /locks/bottom support necessary cutouts /wire manager etc all complete as per drawing and direction of engineer in charge. The complete work includes construction of frame work with 19mm block board , fixing of solid acrylic with neceaary moulding of edges ,fixing of laminate , drawers, shutters and all necassry hardware and placing in position of complete counter inlcuding all taxes and excluding GST etc. (The details provided in attached drawings will prevail in case of any descrepancy in item nomenclature and attached relevant drawing ).

Providing and placing in position table for manual baggage check as per approved drawing of AAI attached drawings, made of 19 mm thick Boiling water proof block board having table exterior exposed finish with 1 mm thick laminate in suede /gloss finish of approved color and pattern along with 18-20 mm thick granite of appoved color at top of table, all complete as per drawing and directions of Engineer In charge .The rate should be inclusive of making complete frame work all necessary scrrews , accesories , fixing necessary moulding of edges of granite , with all taxes and excluding GST etc. (The details provided in drawings atteched drawings,will prevail in case of any descripancy in item nomenclature and attached relevant drawing ).

Providing and placing in position pedstal for HHMD check as per approved drawing of AAI attached, made of 19 mm thick Boiling water proof block board having finish with 1 mm thick laminate in suede /gloss finish of approved color and pattern along with 18-20 mm thick granite of appoved color at top of pedstal, all complete as per drawing and directions of Engineer In charge .The rate should be inclusive of making complete frame work all necessary scrrews , accesories , fixing necessary moulding of edges of granite , and solid acrylic , with all taxes etc. (The details provided inatteched drawings, will prevail in case of any descripancy in item nomenclature and attached relevant drawing )

Providing and fixing in positionof counters(boarding gate) as as per approved drawings , made of IS 303 18 mm thick MR plywood with complete exterior finish surface of 12 mm thick solid acrylic polymer of approved shade/colour (Durlax) and interior finish with 1 mm thick laminate of approved shade/colour (greenlam/ merino/ century or equivalent) with all necessary frames works ,stainless steel screws, SS hinges, telescopic channels for drawers , SS handles ,locks, bottom supports including necessary cut-outs, buffers ,wire manager etc. all complete as per drawing and direction of engineer in charge. The complete work includes preparation of frame work , fixing of solid acrylic with necessary bending/moulding of edges wherever required ,fixing of laminate ,drawers, shutters, priming and painting of unexposed area with all necessary hardware complete counter in all respect as per satisfaction of Engg-In-Charge.

Providing and placing in position stamping table as per approved drawing of AAI attached as, made of 19 mm thick Boiling water proof block board having stamping table exterior exposed finish with 1 mm thick laminate in suede /gloss finish of approved color and pattern and internal vertical sides painted in matt finish along with 18- 20 mm thick granite of appoved color at top of table, all complete as per drawing and directions of Engineer In charge .The rate should be inclusive of making complete frame work all necessary scrrews , accesories , fixing necessary moulding of edges of granite , with all taxes and excluding GST etc. (The details provided in atteched drawings will prevail in case of any descrepancy in item nomenclature and attached relevant drawing )

Providing and placing in position non valuable metal items table as per approved drawing of AAI attached, made of 19 mm thick Boiling water proof block board having table exterior exposed finish with 1 mm thick laminate in suede /gloss finish of approved color and pattern along with 18- 20 mm thick granite of appoved color at top of table, all complete as per drawing and directions of Engineer In charge .The rate should be inclusive of making complete frame work all necessary scrrews , accesories , fixing necessary moulding of edges of granite , with all taxes and excluding GST etc. (The details provided in atteched drawings will prevail in case of any descripancy in item nomenclature and attached relevant drawing ).

Patch repair of PQC Pavement Blocks using three component solvent free Epoxy mortar conforming to ASTM C 395-01(2012) including cutting scrapping the treatment area in shape by mechanical means and application with manpower. Patch should be cut in Geometric shape and required depth as per requirement. Patch area should be cleaned and dried after cutting and primed using a suitable primer and after priming Epoxy mortar shall be filled in the area all complete as per direction of Engineer-in-charge.

Supply & installation of approved make frameless glass Door of size 2700 x 1000 of make without overpanel / sidelight using 12mm thick toughened glass of Crown/approved make die cast patch fitting with stainless steel cover PT 10,PT 20 , PT 24,US-10, approved makes SS Pull Handle, back to back with 350mm CTC, adjustable fixing for glass ,Length =450mm, 2Smm dia, -SS304 Finish: mill, floor spring BTS 75V or approved equivalent with std. spindle and cover plate. As per DIN EN 1154.(500,000 cyle tested ), Finish: Satin stainless steel. floor stop half dome with 45mm dia with fixing accessories, in satin Chrome, Final certifications of products should be submitted be from the product manufacturer for the originality of the product. The above work complete in all respect as per approved drawings and to the satisfaction of Architect /Engineer-in-Charge.

Architectural Design and Detailing etc. as per schematic sketches supplied, structural/foundation design and detailing, services design including electrification and development works etc. from approved Architect/ consultant and Vetting of structure from IIT/NITas per direction and satisfaction of E.I.C. (For Extension of Canopy Work only)

Providing and fixing of Double Skin Standing Seam insulated Profiled Roofing System of Approved make manufactured in 0.55 mm BMT and - 0.6Omm TCT (total coated thicknessJ permanently colour coated steel (150 gsm. zinc - aluminium alloy coating total of both sides as per AS 1397:7993) including accessories comprising of the following layers : The standing seam sheet of Min. 400 mm effective cover width with three stiffeners symmetrically spaced between ribs and standing seam height of 65 mm shall be 0.55 mm bmt (0.60mm TCT) having yield strength 300MPa (Fy=300Mpa), metallic coated with Zinc-Aluminium alloy (i.e. 550/o Al, 43.4o/o Zinc, 7.60/o Si), 42150 (min 150 gm/m2 total on both sideJ confirms to IS15961 / AS1397, pre-painted with Polyester quality paint of minimum 20pm exterior coat on top surface and minimum 5pm reverse coat on back surface over minimum 5pm epoxy primer coat on both surfaces of approved color shade by Engineer-in Charge. The sheet conforms to general requirement of AS/NZS 2728 type 4 / lS L5965 class 3 durability and BIS registration. The sheet shall have brand marking of the manufacturer giving product details on the back of the sheet at regular intervals for confirming genuinely of the material. Concealed fix cladding shall be fixed using Aluminium clip, fastened with 40pm zinc coated or 25pm zinc-tin alloy coated, Hex head, self-drilling screw as per AS 3566'2002 Class 3 fasteners of approved make (Buildex/Roofix or equivalentJ as per the requirement considering the profile shape and design load. The fastener size shall be calculated as per the design or manufacturers recommendations. The profile sheet, fastener size etc. shall be approved by the Engineer-in-Charge. The measurement shall be based on finished/covered surface area. 2. Second Layer - Insulation layers - The insulation shall be 100 mm thick [laid in two layers of 50mm with vapour barrier) fiberglass/Mineral wool with minimum density 24kg/m3 with single side aluminium foil facing as vapour barrier to achieve minimum U value of 0.36W/m2 K as approved by Engineer-ln-Charge. 3. GI Bracket- Galvanised steel bracket of min. thickness 1.5 mm to be provided over liner, with 120 gsm. Min. yield strength of 340 Mpa and to be fixed with fasteners. 4. Bottom Sheet - The size, shape and pitch of Corrugation and colour of liner sheet shall be as approved by Engineer-in-Charge. The sheeting material shall be 0.50 mm Base Metal Thickness [BMT), Hi-Strength steel with min. 550 MPa yield strength, metallic hot dip coated with A2150 Aluminium-zinc alloy (55% Al, 43.40/oZinc,t.6o/o Si) as per IS 15961. The colour coated sheet shall be coated with Polyester quality paint of minimum 20 microns on exposed surface and minimum 5 micron on reverse back surface over minimum 5 micron epoxy primer coat on both surfaces of approved colour. The exposed paint system shall conform to AS/NZS 2728 type-4 / 1515965 class 3 for the durability. Material Source (Sheet Coil)- Tata bluescope steel / ISW / Dongbu Steel Co. Ltd. (Korea) The roofing system shall be complete with all accessories required clips, screws, rivets, fastners, brackets etc as per shop drawings, specifications and as directed by the Engineer-in-Charge. Detailed reports for clip pull out strength and calculation to be provided by the manufacturer based on wind load as per IS 875. (Note: The work shall be executed as per manufacturer's specifications wherever applicable, relevant code of practice and sound engineering practice).

Construction of dry lean cement concrete sub base over a prepared subgrade 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 specifications, 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, for all leads & lifts, laid with a mechanical paver, compacting with 8-10 tonne vibratory roller, finishing and curing etc. complete as per direction of Engineer-in-charge.

Providing and laying Pavement Quality Concrete (PQC) produced in a batching and mixing plant having a Characteristic flexural strength i.e. flexural strength of 4.1 MPa at 28 days using Ordinary Portland Cement of 45/53 grade or Portland Pozzolana Cment or Portland Slag cement conforming as per relevant IS codes, to be mixed at site, with 0.5% Super plasticizer by mass of cementitious material, fine aggregate, graded stone aggregates of 40mm nominal size in appropriate proportion as per specification and job mix formula, laid in panels as per drawings/desing as approved by the Engineer-In-charge using Slip form Paver or Fiexed form paver including anti friction layer, joint filler board, making necessary provision for expansion, dummy and construction joint including filling with Polysulphide sealant fo approved make, curing and making profile, complete as per direction of Engineer-in-Charge and specifications, The item for execution shall include all operations making pavement for intended use but not limited to following: (i) Polyethylene sheet (White in color) of thickness 400 micron conforming to IS: 2508 with 6mm thick fine sand layer. (ii) Proving and laying in position for expansion joint, 25mm thick pre-cut Synthetic joint filler board of approved make conforming to IS : 1838(Part 3)-2011, 45mm from top(to be removed at the time of filling of Ploysulphide sealant). (iii) Mechanically cutting dummy joints 3mm wide x 1/3rd thickness of slab which is subsequently widened to 10mm for the top 25mm depth and construction joints10mm wide x 25mm deep as per specification. (iv) Proving and laying in position Ploysulphide sealant of approved make conforming to BSD-5212-1990 or IS::P 11433-1995 in expansion/ construction/ dummy joints including rounding off edges, applying 2 coats of approved primer compatible with the brand of Ploysulphide and preparing the surface and applying masking tape along the edge of joint to prevent accidental spillage of sealant on top surface and to give neat finish to the sealant and removing the masking tape after application of sealant etc. as per the details below: (a) Expansion joint of size 25mm wide and 10mm deep oer 30mm dia expanded closed-cell Ployethylene foam back-up/backer rod of minimum density 22 Kg/Cum, as per manufactures's specifications and specified sketch. (b) Construction Joints of size 10mm wide and 10mm deep over 12mm dia expanded closed-cell Polyethylene foam back-up/backer rod of minimum density 22 Kg/Cum, as per manufactures's specifications and specified sketch. (c) Dummy Joints of size 10mm wide and 10mm deep over 12mm dia expanded closed-cell Polyethylene foam back-up/backer rod of minimum density 22 Kg/Cum, as per manufactures's specifications and specified sketch. (v) Making profile as per DGCA CAR, panel drawing showing dummy, construction, expansion joints location. Note: (i) Areas inaccessible to paving equipment shall be constructed by manual/hand guided method. Areas in which manual/hand guided methods of construction become indispensable shall be got approved by the Engineer-in-Charge in writing in advance. (ii) The quantity of cement, type of cement and super plastizcizer for one cum. of finished concerete specified are for tendering purpose only. The contractor shall quote his rates assuming quantity of OPC cement as 360 Kgt/Cum or 400Kg of Portland Pozzolana Cement/Portland Slag cement. in addition, if the actual quantity of cement & super plasticizer required as per loboratory mix design varies from the quantity assumed above, necessary cost adjustment for deviation in the quantity of cement and super plasitcizer as per mix design, if any, shall be done as per the rate of cement and super platicizer in actual supply voucher from manufacturer/authorized dealer at the time of excution. In the case of authorized distrubutor, the rate may be authenticated by the manufacturer. The rate of cement and super plasticizer exclusive of GST shall only be considered for payment.

M/S DAROGA SINGH CONSTRUCTION COMPANY

M/s P D AGARWAL