Design, Supply, Installation, Testing and Commissioning of one number 08 Persons G PLUS 2 Passenger Elevator at Finance Complex, Muthi Jammu

Design, Supply, Installation, Testing and Commissioning of one number 08 Persons (G+2) Passenger Elevator at Finance Complex, Muthi as per S.No.1 to 27 of the Annexure B of the SBD

Electrification of the Lift. Electrical Distribution Board, Protective Devices, Earthing and Power Connection to Passenger Elevator Providing, supplying, installing, testing and commissioning of Distribution Board, 08 Way – 01 No., complete with the following protective devices and accessories: a) 4 Pole Earth Leakage Circuit Breaker, 40 Ampere, 300 milliampere – 01 No. b) 4 Pole Miniature Circuit Breaker, 40 Ampere – 01 No. c) 2 Pole Earth Leakage Circuit Breaker, 25 Ampere, 30 milliampere – 01 No. d) 2 Pole Miniature Circuit Breaker, 25 Ampere – 01 No. e) Bulk Head Lights – 03 Nos. f) Switch and Socket – 03 Nos. The work shall include all necessary internal wiring, connections, terminals, busbars, cable glands, lugs, ferrules, supports, mounting arrangements and other accessories required for proper installation and safe operation of the Distribution Board. Separate Earthing Arrangement The work shall also include providing 01 No. separate earthing arrangement with Galvanized Iron Earth Plate of size 600 millimetres × 600 millimetres, complete with all necessary earthing accessories, including Galvanized Iron earthing strip or wire, clamps, nuts, bolts and connections. A suitable masonry enclosure shall be provided around the earth electrode with a Mild Steel cover plate, including excavation, provision of suitable layers of charcoal and salt, watering arrangement wherever required, backfilling, dressing and making good the surrounding surface, complete as required. Power Connection to Passenger Elevator The work shall further include providing, supplying, laying, connecting, testing and commissioning of electrical power supply connection to the Passenger Elevator from the existing power source available inside the office building, using suitable 10 square millimetres copper conductor cable. The power supply cable shall be properly routed from the existing power source to the elevator control panel through a suitably protected and rated circuit. The work shall include all necessary cable laying, routing, termination, glands, lugs, ferrules, clamps, saddles, supports, conduits or other protective arrangements wherever required. The cable shall be securely supported throughout its route and adequately protected against mechanical damage, moisture and other site conditions. All terminations shall be properly crimped and secured to ensure reliable electrical contact. The work shall include testing of the completed power connection for insulation resistance, continuity, polarity, earth continuity and proper functioning of the electrical supply before energization and commissioning of the elevator. Testing and Compliance The complete electrical installation shall be tested for insulation resistance, continuity, polarity, earth continuity and effectiveness of the earthing system. The Earth Leakage Circuit Breakers and Miniature Circuit Breakers shall also be tested for proper operation.

Civil Works  Construction of Shaft  Granite Stone Fixing  Pit Buffer Foundation  Floor Level RCC  Load Hook to be provided 03 No. 03 Ton each  Smoke Window to be Provided  Motor Channel Grouting Earthwork in Bulk Excavation by Manual Means at basement of the building at centre position along the width of open space between the building. Earth work in bulk excavation by manual means over areas exceeding 30 centimetres in depth, 1.50 metres in width as well as 10 square metres in plan, including disposal of excavated earth with a lead up to 50 metres and lift up to 1.50 metres, as directed by the Engineer-in-Charge, complete in all respects as per Schedule Item 2.6.1. Foundation for Lift Pit in the basement area of the building below the cut slab for laying of foundation of the lift pit. Length 3000 mm 3.00 m Width 3000 mm 3.00 m Depth 1000 mm 1.00 m Calculation: 3.00 m × 3.00 m × 1.00 m = 9 cubic metres Total Quantity = 9 cubic metres

Design, Supply, Installation, Testing and Commissioning of one number 08 Persons (G+2) Passenger Elevator at Finance Complex, Muthi. Controlled Cutting and Removal of Existing Reinforced Cement Concrete Slab. ( on ground level of building) as per S.No. C (2) of of the Annexure B of the SBD.

Reinforced Cement Concrete Work – Schedule Item 5.2 Providing and laying Reinforced Cement Concrete in walls of any thickness, including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts up to fifth floor level, including curing but excluding the cost of centering, shuttering, finishing and reinforcement, in 1:1½:3 mix (1 part cement : 1½ parts coarse sand : 3 parts graded stone aggregate of 20 millimetres nominal size), complete as per Schedule Item 5.2 and as directed by the Engineer-in-Charge. Quantity Calculation Description Number Length Width Height/ Depth Quantity Column Blocks for Foundation of Mild Steel Columns 4 0.50 0.50 1.1 1.1 Middle Block for Spring installation 1 0.70 0.70 2.40 1.19 Tie Beam 4 1.90 0.305 0.305 0.707 Raft 1 3.04 3.04 0.50 4.62 Total Calculated Quantity 7.61 cu mtr Total = 1.09 + 1.19 + 0.707 + 4.62 = 7.61 cubic metres Total Quantity : 7.61 cubic metres

Steel Reinforcement for Reinforced Cement Concrete Work – Schedule Item 5.22.6 Providing and placing steel reinforcement for Reinforced Cement Concrete work, including straightening, cutting, bending, placing in position and binding with annealed binding wire, complete up to plinth level, using Thermo-Mechanically Treated bars of grade Fe-500D or higher, including all necessary labour, tools, equipment, supports, spacers, chairs and other incidental requirements, complete in all respects as per Schedule Item 5.22.6 and as directed by the Engineer-in-Charge. The work shall include: • Straightening of Thermo-Mechanically Treated steel reinforcement bars. • Cutting of reinforcement bars to the required lengths. • Bending and fabrication of reinforcement bars according to the approved reinforcement detailing and bar bending schedule. • Placing and fixing of reinforcement in the required position. • Binding of reinforcement at intersections with suitable annealed binding wire. • Providing necessary spacers, cover blocks, chairs and supports to maintain the specified concrete cover. • Proper lapping, anchoring, development length, hooks and bends as specified in the approved structural drawings. • Ensuring that the reinforcement remains in the correct position during concreting. • All necessary labour, tools, tackles, equipment and incidental works required for complete execution. Type of Steel: Thermo-Mechanically Treated Reinforcement Bars Grade: Fe-500D or higher Measurement: By weight of reinforcement steel actually placed and approved at site. Applicable Schedule: Schedule Item 5.22.6.

Brick Work in Foundation and Plinth – Schedule Item 6.1.4 ( covering the open area and access to the pit of the building from basement) Providing and laying brick work with common burnt clay non-modular bricks of class designation 7.5 in foundation and plinth, including all necessary labour, materials, tools and equipment, properly laid in cement mortar in the proportion of 1:4 (1 part cement : 4 parts coarse sand), including bonding, raking of joints, line and level, watering and curing, complete in all respects as per Schedule Item 6.1.4 and as directed by the Engineer-in-Charge. The work shall include soaking of bricks in water before use, preparation and mixing of cement mortar, laying of bricks to the required bond, maintaining proper verticality, alignment and thickness of joints, filling and finishing of joints, necessary scaffolding and all incidental works required for proper execution. The brick masonry shall be constructed in accordance with the approved drawings and specifications, with all courses laid true to line, level and plumb. Necessary openings, corners, junctions, connections and bonding with adjoining masonry or concrete work shall be properly executed. The completed brickwork shall be adequately watered and cured for the required period to ensure proper strength and durability. Brick: Common burnt clay non-modular brick Class Designation: 7.5 Location: Foundation and Plinth Cement Mortar: 1:4 (1 part cement : 4 parts coarse sand) Schedule Item: 6.1.4 The item shall include all necessary cement, coarse sand, bricks, water, labour, tools, equipment, curing and all incidental works required for complete execution.

Design, Supply, Installation, Testing and Commissioning of one number 08 Persons (G+2) Passenger Elevator at Finance Complex, Muthi Structural Steel Work – Schedule Item 10.25.2 Providing, fabricating, welding, erecting and fixing structural steel work in built-up sections and framed work, including cutting, hoisting, alignment, welding, drilling, fabrication and erection, complete with red oxide primer and enamel paint, including all necessary nuts, bolts, anchor plates, stiffener plates, king posts, struts, supports and other allied materials, complete as per Schedule Item 10.25.2 and as directed by the Engineer-in-Charge. The work shall include fabrication and erection of the complete structural steel framework, including columns, beams, middle supports, diagonal members, top supports and all necessary connections and bracing arrangements as per S.No. C (6) of of the Annexure B of the SBD.

Centering and Shuttering Work – Schedule Item 5.9.1 Providing and fixing centering and shuttering, including strutting, propping, staging, supports and all necessary arrangements, for foundations, footings, bases of columns and other mass concrete works, including erection, alignment, levelling, securing of shuttering, application of releasing agent, necessary adjustments and dismantling and removal of formwork after the required period, complete in all respects as per Schedule Item 5.9.1 and as directed by the Engineer-in-Charge. The work shall include all necessary labour, materials, tools, tackles, supports, props, struts, staging and equipment required for proper execution of the centering and shuttering work. Total Quantity: 30.00 square metres

Curtain Wall with Aluminium Composite Panel Cladding on right, left and front space of MS structure – Schedule Item 8.32 Designing, fabricating, testing, supplying, installing and fixing in position Curtain Wall with Aluminium Composite Panel Cladding of minimum 4 millimetres thickness, with open grooves for linear as well as curvilinear portions of the building, at all heights and levels, complete in all respects as per Schedule Item 8.32 and as directed by the Engineer-in-Charge. The work shall include providing and fixing the complete supporting framework and all necessary structural and allied accessories required for proper installation, including aluminium sections, brackets, cleats, fasteners, anchors, channels, joints, grooves, sealants, gaskets, fixing accessories and other components required for a complete and rigid curtain wall system. The Aluminium Composite Panels shall be accurately cut, fabricated and installed to the required dimensions and profiles, with proper alignment, levelling, jointing and fixing. All linear and curvilinear portions shall be executed as per the approved design and architectural requirements. The item shall include all necessary designing, fabrication, testing, transportation, handling, erection, installation, fixing, scaffolding, labour, tools, equipment and allied structural accessories, complete as required for satisfactory execution of the work. All joints, edges, corners and interfaces shall be properly finished and sealed to provide a neat, uniform and durable appearance. The complete installation shall be securely fixed to the structural framework and shall be capable of safely resisting applicable wind loads and other service conditions as per the approved design and relevant standards. Total Quantity: 82.00 square metres.