Design, Supply, Installation, Testing and Commissioning of 02 Nos. of Vertical Lifts with MS Shaft at G1 and G2 Stations of Gulmarg Gondola Project.

Design, Supply, Installation testing & Commissioning of Thirteen Passenger Vertical (G+1) Machine Room Less (MRL) Lift's at G1 & G2 Stations of Gulmarg Gondola Project. The lift shall be suitable for 13 passengers of standard design having speed of 1.0m/s serving from ground to 1st floor i.e. 02 stops and 02 landings. The elevator shall be of state of art technology, energy efficient drive and all its components/ accessories shall conform to relevant IS standards and as per specifications annexed "C". The Defect Liability Period (DLP) of the equipments shall be 02 years with 2 years of CMC post DLP

Supply, installation, testing & commissioning of 20 KVA servo-stabilizers including all allied electrical appurtenances viz., cabling, L.T control panels, changeovers etc as per specifications annexed "C".

Providing/Fitting of 3.5 core, 35 Sqmm armoured Aluminium cable for connecting servo stabilizer to Main panel

Change Over panel comprising of 100A Al Bus bar, 4P 63 A MCCB (incommer 1No. and outgoing 1 No.), 100A changeover switches, for DG and main to be supplied in a CRC Panel.

Two No. Vertical Shafts

Dismantling roofing including ridges, hips valleys and gutters etc., and stacking the material within 50 meters lead of: (15.28.1) G.S. Sheet

Earth work in bulk excavation by manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 m2 on plan) including disposal of excavated earth lead upto 50 meters and lift upto 1.5 m, as directed by Engineer-in-Charge. 2.6.1 All kinds of soil:

Demolishing cement concrete manually/by mechanical means including disposal of material within 50 meters lead as per direction of Engineer-in charge: (15.2.1) 1:3:6 or richer mix (i/c equivalent design mix)

Supplying, filling, spreading and leveling stone boulders of size range 5 cm to 20 cm, in recharge pit in the required thickness for all leads and lifts all complete as per direction of Engineer-in-charge. (28.5)

Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with (4.4.7) 1:4:8 (1 cement: 4 coarse sand: 8 graded stone aggregate 40 mm nominal size) (Mudmate)

Reinforced cement concrete work in walls (any thickness) including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts upto floor five level including curing but excluding cost of centering shuttering, finishing and reinforcement. (5.2.2 1:1½:3) (1 cement: 1½ coarse sand: 3 graded stone aggregate 20 mm nominal size)

Cantering and shuttering including strutting, propping etc. and removal of form for: (5.9.2) Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc.

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

Providing and mixing water proofing material in cement concrete work in doses by weight of cement as per manufacturer’s specification. (1 kg of water proofing material in 50 kg of cement) (4.19)

Structural steel work 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. (10.2.2) Welded

P/F in Concrete J-Type Foundation Bolts of 20mm Dia with Thread and double Nut and washer on other side with lenth 200mm excluding U length (LMR)

Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with (4.4.4) 1:2:4 (1 cement: 2 coarse sand: 4 graded stone aggregate 40 mm nominal 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. (10.16.3) Electric resistance or induction butt welded tubes (in braces)

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

Providing ridges or hips of width 60cm overall width plain G.S. sheets fixed with polymer coated J. or L hooks, bolts and nuts 8mm dia G.I. limpet and bitumen washers complete.0.50 mm thick with zinc coating not less than 275 gram/m2

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 equalization 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 Galvanized 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 description, 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.

Carriage of Material By Mechanical Transport including loading, unloading and stacking.