| 1 | 1 | Dismantling wrought iron or mild steel work of any description not otherwise provided for complete all as specified and directed by Engineer-in-Charge | | 2.25 | Qtl |
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| 2 | 2 | Demolition of concrete of any description and in any position not otherwise specifically provided for RCC security wall reinforced (reinforcement cut as required to facilitate demolition) complete all as specified and directed by Engineer-in-Charge | | 10 | Cum |
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| 3 | 3 | Excavating over areas, n exc 1.5 m deep and getting out soft/ loose soil complete all as specified and directed by Engineer-in-Charge | | 60 | Cum |
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| 4 | 4 | Excavating in trenches, n exc 1.5m wide and n exc 1.5 m depth for foundation, n exc 10 sqm on plan and n exc 1.5m in depth and getting out soft loose soil complete all as specified and directed by Engineer-in-Charge | | 14 | Cum |
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| 5 | 5 | Cement concrete in foundation fillng and mass concrete, type D-2 (1:4:8) using 40mm graded aggregate complete all as specified and directed by Engineer-in-Charge | | 11 | Cum |
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| 6 | 6 | TMT bars 10mm dia and over cut to length, bent to shape required including cranking, bending spirally for hooping for columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9mm dia or securing with clips etc complete all as specified and directed by Engineer-in-Charge | | 6500 | Kg |
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| 7 | 7 | TMT bars 6mm to 8mm dia and over cut to length, bent to shape required including cranking, bending spirally for hooping for columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9mm dia or securing with clips etc complete all as specified and directed by Engineer-in-Charge | | 750 | Kg |
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| 8 | 8 | TMT bars 5mm dia and over upto and including 10mm dia in stirrups, spacers and binders cut to length, bent to shape required, including cranking, bending spirallly for hooping for columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9mm dia or securing with clips etc complete all as specified and directed by Engineer-in-Charge include coping | | 600 | Kg |
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| 9 | 9 | Form work to sides of concrete foundations, footings, bases of columns, and similar work complete all as specified and directed by Engineer-in-Charge | | 150 | Sqm |
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| 10 | 10 | Form work to sides of pillars posts columns, and simlar work complete all as specified and directed by Engineer-in-Charge | | 75 | Sqm |
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| 11 | 11 | Formwork to faces of walls, retaining walls, abutments, parapets and staircase railings and similar work including attached pillasters, buttresses etc complete all as specified and directed by Engineer-in-Charge. | | 400 | Sqm |
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| 12 | 12 | Providing reinforced cement concrete (in M-25 Design Mix) for foundations, including rafts, footings, foundation using 20mm graded aggregates complete all as specified and directed by Engineer-in-Charge | | 22.5 | Cum |
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| 13 | 13 | Providing reinforce cement concrete (in M-25 Design Mix) for RCC walls, any thickness pilasters and buttresses using 20mm graded aggregates all as specified.and directed by Engineer-in-Charge | | 27.5 | Cum |
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| 14 | 14 | Providing reinforced cement concrete (in M-25 Design Mix) for columns, pillars, piers, posts and strutsusing 20mm graded aggregates complete all as specified and directed by Engineer-in-Charge\n | | 21 | Cum |
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| 15 | 15 | Mild steel screw bolts (machine made) with hexagonal or square heads at one end and screwed the other or screwed both ends, eachscrewed end to be fitted with washers and one hexagonal or square nut n exc 5cm long and 5 to 10 dia complete all as specified and directed by Engineer-in-Charge | | 3 | Kg |
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| 16 | 16 | Posts and struts in fencing including cutting tops to shape as directed drilling holes flat iron fillets (for securing wire mesh etc) including all necessary drilling, bolting or riveting etc and similar work conforming to Fe-290 Gde E-165 including dismantling of old fencing posts complete all as specified and directed by Engineer-in-Charge | | 800 | Kg |
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| 17 | 17 | Providing cement concrete (1:2:4) type BO using 12.5mm graded stone aggregates as in cills, coping bed block and the like incl necessary form work weathering, slightly rounded or chamfered angles and throating complete all as specified and directed by Engineer-in-Charge | | 0.5 | Cum |
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| 18 | 18 | Galvanised 2 strand steel barbed wire 2.24 mm dia barbed with 2mm dia barbs at 75mm specings and straining and fixing to any type of std rail, straining bolts, including securing or tyuing at croosing with and provision of galvanised mild steel wire, staples or steel pin etc as directed including dismantling of old barbed wire (each lane of wire to be measured) complete all as specified and directed by Engineer-in-Charge | | 7.5 | 100 RM |
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| 19 | 19 | Barbed rozor concentina coil SG hot galvanised spring tensile wire make as approved by GE of UTS 145 to 150 Kg/mm2 and dia of coil when stretched 600mm having minimum number of circles 10/RM minimum number of clips 25/RM & minimum weight of coil 1.625 Kg/RM hot dip galvanised for fencing work straining and fixing to angle iron barbed wire with and including necessary clip for securring including dismantling of old concertina coil complete all as specified and directed by Engineer-in-Charge | | 75 | RM |
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| 20 | 20 | Preparation of new or steel surfaces and applying one coat of Red oxide primer and two coat of synthetic enamel paint on steel surfaces of any description over 10cm in width or girth complete all as specified and directed by Engineer-in-Charge | | 10 | Sqm |
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| 21 | 21 | Rendering 5mm thick on fair faces of brick work or concrete surfaces with CM (1:4) surfaces finished even and fair complete all as specified and directed by Engineer-in-Charge\n | | 450 | Sqm |
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| 22 | 22 | Preparation new plastered surface applying two coat of cement base paint in camoflage pattern complete all as specified and directed by Engineer-in-Charge\n | | 450 | Sqm |
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| 23 | 23 | Returning filling in including spreading, levelling, watering and well ramming in layers n exc 25 cm in soft/ loose soil complete all as specified and directed.Engineer-in-Charge\n | | 50 | Cum |
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| 24 | 24 | Removing Excavated materials distance exc 50mtr but not exc 250 mtr and deposited where directed at a level n exc 1.5m above the starting point complete all as specified and directed by Engineer-in-Charge\n | | 24 | Cum |
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