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| 1 | Demolition of brickwork or stone boulders masonry, built in cement mortar including all quoins, arches, pillars, etc, but excluding ashlar facing, dressed stonework and precast concrete articles complete all as directed. |
| 2 | Excavating over areas not exceeding 1.5 m deep and getting out including getting out in any type of soil complete all as specified and directed. |
| 3 | Excavating in trenches, not exceeding 1.5 mtr wide and not exceeding 1.5 mtr in depth; for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, pipes etc. not exceeding 10 sq m on plan and not exceeding 1.5 mtr in depth and getting out in any type of soil complete all as specified and as directed by Engineer-in-charge. |
| 4 | Cement concrete 1:4:8 type D-2 (using 40mm graded crushed stone aggregate) as in foundation, filling and mass concrete, complete all as specified and as directed. |
| 5 | Reinforced cement concrete M-25 (Design mix) using 20mm graded crushed stone aggregates as in foundations, including rafts, footings, foundation beams; plinth beams; bases for columns etc; basement slabs, under-reamed piles and mass concrete complete all as specified and as directed. |
| 6 | Reinforced cement concrete M-25 (Design Mix) using 20mm graded crushed stone aggregate as in columns, pillars, piers, posts and struts, complete all as specified and directed. |
| 7 | Reinforced cement concrete M-25 (Design Mix) using 20mm graded crushed stone aggregate as in beams, cantilevers, bressummers, lintels over 1.5m span, complete all as specified and directed. |
| 8 | Brick work with subclass ‘B’ bricks, straight or curved on plan exceeding 6m mean radius, built in cement mortar 1:4 complete all as specified and directed |
| 9 | All as per item No. 08 but except bricks.Note:- Bricks obtained from demoltion under appropriate item of this BOQ shall be used in this item. |
| 10 | Rendering 15mm thick in cement mortar 1:4 on fair faces of brick work or concrete surfaces finished even and smooth without using extra cement complete all as specified and directed. |
| 11 | Rendering 15mm thick in cement mortar 1:4 on other than fair faces of brick work, finished the surface even and smooth without using extra cement complete all as specified. |
| 12 | Preparation of newly plastered surfaces of wall and applying two coats of exterior weather coat paint in camouflage of two or more colour pattern over and including a coat of primer over a coat of 3mm thick wall putty complete all as specified and as directed. |
| 13 | Mild steel 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 clip, complete all as specified and directed. |
| 14 | Mild steel TMT bars 5mm dia and over upto and including 12mm dia in stirrups, spacers and binders, 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 clip, complete all as specified and directed. |
| 15 | Mild steel works as in hand rails, half round or other steel section or core for wooden hand-rail straight portion, drilled and countersunk for balusters running bars, for doors, balusters, nosing to steps including embedding in concrete and screwing etc. wind ties for roof including securing bolts, posts and struts in fencing including cutting tops to shape as directed, drilling holes, notching for wire, etc.; 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 complete all as specified and as directed. |
| 16 | Pre-painted galvalume aluminum zinc coating (AZ-150) GI based corrugated steel sheet 0.50mm thick of an colour having tensile strength of 550 Mpa as in roof covering/cladding to wall, fixed with self tapping screws, complete all as specified and directed. |
| 17 | Galvanised 2 strand, steel barbed wire 2.24mm dia barbed with 2mm dia barbs at 75mm spacing's and straining and fixing to any type of standard rails straining bolts, including, securing or tying at crossings with and provision of galvanised mild steel wire, staples or steel pins, etc. as directed (each line wire to be measured) complete all as specified & directed. |
| 18 | Punched tape concertina coil as per latest IS 6745-1972 with galvanised coating and punched type material as per IS deep drawn quality with galvanised coating having medium barbs fixed in position and secured to fence posts/straining Y- arm stretched to a length so as to achieve 600mm dia as in fencing including fixing with special galvanised fasteners such as J clips, C clips, U clips fixed at any height of security fence including necessary scaffolding complete all as directed.Size of Coil: 600mm dia and 2.5mm core wire thick.Type of strip: Heavy galvanised conforming to IS 1730 (1989).Type of core wire: Heavy galvanised conforming to IS 280-2006. Zinc coating to strip : 200GSM/SqmmZinc coating to line wire: 275 GSM/Sqmm (IS 6745- 1972 Reprint 2006)Tensile strength of wire: 1400-1500 N/Sqmm.Weight: 13.50 Kg/per coil (± 5% tolerance).Blade: 22mm Barb, profile: Medium blade (MBBT).Distance between barb: 35mm Stretchable length of each coil: 10m, Type of clip: Hard and galvanised steel.Manufacturer/Fabricator: M/s A-1 Fence Products, Company Pvt Ltd. Mumbai/Global Technical Pvt Ltd or equivalent as approved by GE. |
| 19 | Formwork to sides of concrete foundations, footings, bases of columns, raft and raft beams, sides and soffits (if any) of foundation and plinth beams and similar work; vertical or to batter for fair finished surfaces of concrete flat, complete all as specified. |
| 20 | Formwork to sides of pillars, posts, struts, piers, columns and stanchions for finished surfaces of concrete square, rectangular or polygonal flat complete all as specified and directed. |
| 21 | Returning, filling in, any type of soil, including spreading, levelling, watering and well ramming in layers not exceeding 25cm complete all as specified and directed. |
| 22 | Removing excavated material (soil) not exceeding 50m and deposited where directed at a level not exceeding 1.50m above from the starting point, complete all as specified. |
| 23 | Preparation of new steel surfaces over 10cm in width or girth and applying two coats of synthetic enamel paint over a coat of red oxide primer complete all as specified & directed. |
| 24 | PVC (SWR) pipes, grade 'B', 110mm bore, single socketed in any length with rubber ring joints and laid in trenches/floors as in weep holes complete all as specified and as directed. |
| 25 | Dismantling wrought iron or mild steel work of any description not otherwise provided for complete all as specified and directed. |
| 26 | Dismantling plain or corrugated steel sheeting, any gauge, thickness, including Nainital or similar pattern roof coverings complete all as directed. |
| 27 | Mild steel framed work such as grills, gratings etc; with ends of bars shouldered and/or riveted, or forged into spikes; framed guard bars; barred iron doors; ladders; framed balusters; walk ways; railings; frame work of water tanks and similar work conforming to Fe-290.Gde-E-165, complete all as specified and as directed. |
| 28 | Plain cement concrete 1:2:4, (nominal mix) type B-1, using 20mm graded crushed stone aggregate, as in lintels upto 1.5m clear span, cills, steps, seismic and other similar bands, plinth courses, coping, benching, kerb, benching, bed plates and the like including weathering, slightly rounded or chamfered angles and throating including necessary form work, complete all as specified. |
| 29 | Deduction to be made from BOQ for Sch 'A' Part-II (Schedule of credit) Amont of Rs. 114850.00 during AOC.Note: Tenderers shall not quote for this schedule. Please Enable Macros to View BoQ information |
