| 1 | 1 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and\ndisposal of surplus excavated soil as directed, within a lead of 50 m. The contractor has to detect different utilities like sewer line, water supply line, electric cable, telephone cable, gas pipe line etc. using utility detecting machine before start of excavation and shall start excavation only after getting permission of Engineer-in-Charge. | | 79 | Cum. |
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| 2 | 2 | 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 (Zone-III) : derived from natural sources: 8 graded sone aggregate 40 mm nominal size derived from natural sources). | | 10 | cum |
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| 3 | 3 | Dismantling tile work in floors and roofs laid in cement mortar including stacking material within 50 metres lead.\n For thickness of tiles 10 mm to 25 mm | | 405 | sqm. |
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| 4 | 4 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 10.0 in foundation and plinth in: Cement mortar 1:4 (1 cement : 4 coarse sand) | | 32 | Cum |
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| 5 | 5 | 12 mm cement plaster of mix : 1:4 (1 cement: 4 coarse sand) | | 100 | Sqm. |
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| 6 | 6 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:2:4 (1 cement : 2 coarse sand (Zone-III) : derived from natural sources: 4 graded sone aggregate 20 mm nominal size derived from natural sources). | | 39 | Cum. |
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| 7 | 7 | 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 . In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works\n | | 8300 | kg |
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| 8 | 8 | Designing, fabricating, testing, installing and fixing in position Curtain\nWall with Aluminium Composite Panel Cladding, with open grooves\nfor linear as well as curvilinear portions of the building , for all heights\nand all levels etc. including. (a) Structural analysis & design and preparation of shop drawings for pressure equalisation or rain screen principle as required,\nproper 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\ncolour of approved shades made out of 4mm thick aluminium\ncomposite panel material consisting of 3mm thick FR grade\nmineral core sandwiched between two Aluminium sheets (each\n0.5mm thick). The aluminium composite panel cladding sheet\nshall be coil coated, with Kynar 500 based PVDF / Lumiflon\nbased 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\narrest 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.\nBase frame work for ACP cladding is payable under the relevant aluminium 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 measured in sqm. up to two decimal places.\" | | 2236 | Sqm. |
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| 9 | 9 | Providing and fixing stainless steel ( Grade 304) railing made of Hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, i/c fixing the railing with necessary accessories & stainless steel dash fasteners , stainless steel bolts etc., of required size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-in-charge, ( for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.). | | 1100 | Kg. |
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| 10 | 10 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Cold twisted bars | | 3500 | Kg. |
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| 11 | 11 | Painting with black anti-corrosive bitumastic paint of approved brand and manufacture to give an even shade Two or more coats on new work | | 500 | Sqm. |
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| 12 | 12 | P/F Sturdy structure design stainless steel 316 grade outdoor 3 seater SS bench of b dimension 1664 L x 862 H x 660 base width sitting height 455 mm and each seat width 545 aesthetically bent arm rest pipe of 38 mm diameter, 1.5 mm thick, main frame member 60 mm x 40 mm x 2 mm thick, profiled support members 3 mm thick, base platers, 6 mm (thick perforated seats 1.6 mm thick with fasterners (axle/canco/bt equivalent make). | | 15 | Per SS Bench |
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| 13 | 13 | Providing and laying 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), including grouting the joints with white cement and matching pigments etc., complete. Size of Tile 600x600 mm | | 965 | Sqm. |
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| 14 | 14 | Disposal of building rubbish / malba / similar unserviceable, dismantled or waste materials by mechanical means, including loading, transporting, unloading to approved municipal dumping ground or as approved by Engineer-in-charge, beyond 50 m initial lead, for all leads including all lifts involved. | | 40 | cum. |
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| 15 | 15 | S/o Hydraulic Excavator (3D) with driver and fuel. \n | | 10 | days |
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| 16 | 16 | S/o Beldar / Helpers on hire charges basis \n | | 50 | Nos. |
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| 17 | 17 | Filling available excavated earth (excluding rock) in trenches, 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 upto 1.5 m. | | 39 | Cum |
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| 18 | 18 | Neat cement punning. | | 100 | Sqm. |
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| 19 | 19 | Providing and laying in position ready mixed M-25 grade concrete for\nreinforced cement concrete work, using coarse aggregate as wall as fine aggregate derived from natural sources and cement content as per approved design mix, manufactured in fully automatic batching plant and transported to site of work in transit mixer for all leads, having continuous agitated mixer, manufactured as per mix design of specified grade for reinforced cement concrete work, including pumping of R.M.C. from transit mixer to site of laying , excluding the cost of centering, shuttering finishing and reinforcement, including cost of 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 the 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). | | 36 | Cum. |
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| 20 | 20 | Centering and shuttering including strutting, propping etc. and removal of form for : Foundations, footings, bases of columns, etc. for mass concrete | | 84 | Sqm. |
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| 21 | 21 | Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge. Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix) | | 20 | Cum. |
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