Ropeway And Rapid Transport System Development Corporation HP Limited Tender

Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. as directed by Engineer in Charge.

Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level :1:1.5:3 (1 cement : 1.5 coarse sand): 3 graded stone aggregate 20 mm nominal size( Bases of Column) as directed by Engineer in Charge.

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 five level, excluding cost of centering, shuttering, finishing and reinforcement :1:1.5:3 (1 cement : 1.5 coarse sand) : 3 graded stone aggregate 20 mm nominal size) as directed by Engineer in Charge.

Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.Mild steel and Medium Tensile steel bars as directed by Engineer in Charge.

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.In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works (For Poles) SHS( 100x100x6mm)(Hot Finished Welded Type Tubes ) as directed by Engineer in Charge.

Design supply & installation of suspended Spider Glazing system designed to withstand the wind pressure as per IS 875 (Part-III). The Suspended System held with Spider Fittings of SS-316 Grade Steel of approved manufacturer with glass panel having 12 mm thick clear toughened glass held together with SS- 316 Grade Stainless steel Spider & bolt assembly with laminated glass fins 21 mm thick. The Glass fins and glass panel assembly shall be connected to Slab/ beams by means of SS- 316 Grade stainless steel brackets & Anchor bolts and at the bottom using SS channel of 50x25x2mm using fastener & anchor bolts, non staining weather sealants of approved make, Teflon/ nylon bushes and separators to prevent bi-metallic contacts, all complete to perform as per specification and approved drawings. The complete system to be designed to accommodate thermal expansion & seismic movements etc. The joints between glass panels (6 to 8 mm) and gaps at the perimeter & in U channel of the assembly to be filled with non staining weather sealant, so as to make the entire system fully water proof & dust proof. The rate shall include all design, Engineering and shop drawing including approval from structural designer, labour, T&P, scaffolding, other incidental charges including wastage, enabling temporary services all fitting fixers nut bolts, washer, Buffer plates, fastener, anchors, SS channel laminated glass etc. all complete. For the purpose of payment, actual elevation area of Glazing including thickness of joints and the portion of Glass panel inside the SS channel shall be measured as directed by Engineer in Charge.

Designing, fabricating, testing, installing and fixing in work gang saw cut (polished and machine cut) of position Curtain Wall with Aluminium Composite Panel Cladding, with open grooves for linear as well as curvilinear portions of the building , for all heights and all levels etc. including: (a) Structural analysis & design and preparation of shop drawings for pressure equalisation or rain screen principle as required, proper drainage of water to make it watertight including checking of all the structural and functional design. (b) Providing, fabricating and supplying and fixing panels of aluminium composite panel cladding in pan shape in metalic colour of approved shades made out of 4mm thick aluminium composite panel material consisting of 3mm thick FR grade mineral core sandwiched between two Aluminium sheets (each 0.5mm thick). The aluminium composite panel cladding sheet shall be coil coated, with Kynar 500 based PVDF / Lumiflon based fluoropolymer resin coating of approved colour and shade on face # 1 and polymer (Service) coating on face # 2 as specified using stainless steel screws, nuts, bolts, washers, cleats, weather silicone sealant, backer rods etc. (c) The fastening brackets of Aluminium alloy 6005 T5 / MS with Hot Dip Galvanised with serrations and serrated washers to arrest the wind load movement, fasteners, SS 316 Pins and anchor bolts of approved make in SS 316, Nylon separators to prevent bi-metallic contacts all complete required to perform as per specification and drawing The item includes cost of all material & labour component, the cost of all mock ups at site, cost of all samples of the individual components for testing in an approved laboratory, field tests on the assembled working curtain wall with aluminium composite panel cladding, cleaning and protection of the curtain wall with aluminium composite panel cladding till the handing over of the building for occupation. Base frame work for ACP cladding is payable under the relevant aluminium Marble work gang saw cut (polished and machine cut) of sqm 4309.80 item.s 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 Aluminum Composite Panel Cladding (including width of groove) shall be easured in sqm. up to two decimal places as directed by Engineer in Charge.

Supplying Installation Testing commissioning of 8 passenger (630kg)lift having contract speed of 1.00MPSserving G+1 Floors in the lift shaft and having barrier free requirements as per Appendix-VIIof CPPWD General Specifications for Electrical Works (Part-III-Lifts &Escalators) ,2003 and as per detailed specifications enclosed as per detailed specifications enclosed as per speed -1.00MPS Floor to be served equal to ground + 2 Travel-36 Mteres(approx) Stops & opening -One on same side Machine :Fearless Machine with permanenbt magnent motor controller- AC Variable Voltage Variable Frequency Control Operation -Automoatice ,microprocessor based with /without attendent power-415 V,3 Phase,50 Hz,AC,4 wire system Door Operation -Automatice door opration with adjestable door opension and closing timinings Type of doors Car Cabin doors-Centre opening power operatored horizontal sliding doors in stainless steel moon kfinish Clear opening of car entrance and hoist way enterance -800 mm(W)x 2000mm(H)Landing doors-Stainless steel scratch resistant finish, two hours fire rated,Centre opening powers doors and in other three sides and one side of cabin stainless steel finsih and other two side with toughend glass/ door finish as per design specification satiisfaction and direction of Engineer-in-Charge.

Electrical Work

Providing and Fixing permanent lighting arrangement at lift well 600 mm below pit well, at every floor level and head room above 600 mm above lintel level, Providing and Fixing lift power wiring from outside lift shaft, single phase wiring for lift bulk head fitting from ground floor to head room as per CEIG regulations, Providing and fixing one no. per lift. 3 pole, 63 Amp with neutral, MCB mounted on suitable box fixed on metal frames as per CEIG regulations, Providing and Fixing one no. per lift 2 pole, 6 Amp MCB with suitable box fixed on metal frame (as per CEIG regulation) for Car light and fan with suitable earth & Providing and Fixing independent earth terminals in the head room (8 Nos. Copper/ GI) earthing to be taken from Independent earth as directed by Engineer in Charge.