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| 1 | Surface excavation n exc 30 cm deep and averaging 15cm deep and getting out in hard/dense soil complete all as specified and directed. |
| 2 | Excavating in trenches, n exc 1.5 mtr wide and n exc 1.5 mtr in depth; for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, etc. n exc 10 sqm on plan and n exc 1.5 mtr in depth and getting out in hard/dense soil complete all as specified and directed. |
| 3 | All as per item no. 2 above but in soft/disintegrated rock. |
| 4 | All as per item no.2 above but in hard rock. |
| 5 | Material and Labour for cement concrete 1:4:8 type D-2 (40mm graded stone aggregate) in foundation, filling and mass-concrete complete all as specified and directed. |
| 6 | Material and Labour for RCC M-25 (design mix) 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 directed. |
| 7 | Material and Labour for RCC M-25 (design mix) as in columns, pilllers, piers, posts and struts complete all as specified and directed. |
| 8 | Material and Labour for Returing filling in including spreading, levelling watering and well ramming in layers n exc 25 cm complete all as specified and directed. |
| 9 | Material and Labour for removing excavated soil n exc 50 mtr and depositing where directed at a level n exc 1.5 mtr complete all as specified and directed. |
| 10 | Material and Labour for Precast cement concrete block masonary with solid block type C-1, 1:3:6, Straight or curved on plain exc 6 mtr mean radius, built in cm 1:6 complete all as specified and directed. |
| 11 | Material and Labour for rendering 15 mm thick in cm 1:4 on fair faces of brick work or concrete surfaces finished even and smooth (without using extra lime or cement complete all as specified and directed. |
| 12 | Supply and fix TMT bars 10mm dia and over, cut to length, bent to shape required, including cranking, bending sprially for hooping for columns, hooking ends and binding with including mild steel wire (annealed) not less than 0.9 mm dia or securing with clips complete all as specified and directed. |
| 13 | Ditto all as per item no. 12 but 6 mm dia and over upto and including 10 mm dia in stirrups, spacers and binders complete all as specified and directed. |
| 14 | Form work 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 complete all as specified and directed. |
| 15 | Formwork to sides of pillars, posts, struts, piers, columns, and stanchions complete all as specified and directed |
| 16 | Supply & Fix Rolled sections as in main and cross beams, hip and jack rafters; purlins where connected to common rafters and running rails and guides for sliding doors; fixed with angle cleats or other connecting plates(Fe 410,Gde E 250 Quality B) complete all as specified and directed |
| 17 | Supply & Fix Pre-painted galvalume aluminium zinc coating GI based corrugated steel sheet 0.50 mm thick of any colour having tensile strength of 550 Mpa as in roof covering/cladding to wall, sunshades/chajjas etc fixed with self tapping screws complete all as specified and directed |
| 18 | Supply & Fix Pre-painted galvalume aluminium zinc coating GI based plain steel sheet 0.50 mm thick of any colour having tensile strength of 550Mpa as in roof covering/ridge,eaves gutters with end stops,drop ends or nozzles etc as required at site,eaves board etc, fixed with self tapping screws complete all as specified and directed |
| 19 | Supply & Fix 2mm thick Fibre glass reinforced translucent corrugated sheeting with two corrugation side lap fixed with coach screw and washer in roof, wall etc. fixed flat or bent to a curve of any radius all as directed at site complete all as specified and directed |
| 20 | Material and Labour Preparation of new steel surfaces of any description and applying two coats of synthetic enamel paint over a coat of red oxide primer complete all as specified and directed |
| 21 | Supply & Fix aluminium flat as in wind tie fixed with self tapping screws complete all as specified and directed. |
| 22 | Material and Labour preparing newly plastered surface of wall and applying two coat of colour wash over a coat of whitewash complete all as specified and directed |
| 23 | Material and Labour for Moorum/red bajri filling in floors or pavings, laid in layers n exc. 15 cm thick, spread, levelled and rammed including watering complete all as specified and directed |
| 24 | Material and Labour for broken stone Hardcore of gauge n exc. 63mm, deposited, spread and levelled in layers n exc. 15 cm thick, watered and rammed to a true surface complete all as specified and directed |
| 25 | Material and Labour for 75mm Cement concrete 1:2:4 type B-2 (40mm graded stone aggregate)as in sub floor,finished rough top layer complete all as specified and directed(in 2 layers) |
| 26 | Material and Labour for 20 to 25 mm thick mirror polished kota stone flooring over and including 15 mm thick cement screed bed as sub base in cm 1:6 laid and jointed with grey cement and pigment to match the colour of the slab including cutting, rubbing and polsihing complete all as specified and directed. |
| 27 | Supply & Fix Steel rolling shutters, thickness of lath 1.25 mm with gear operated with over gear box and crank handle , as specified including top cover, anchoring rod, hasp and staple and one shop coat of primer; erected in position as indicated, complete all as specified and directed |
| 28 | Supply & Fix Mild steel screw bolts 16to 20mm dia of neck . (machine made) with hexagonal or square heads at one end and screwed the other, or screwed both ends, each screwed end to be fitted with washers and one hexagonal or square nut, exc 15cm n exc 22.5cm long complete all as specified and directed. |
| 29 | Material and Labour for 75mm thick, PCC (1:3:6), Type C-1, using 20mm graded stone aggregate as in Plinth protection etc surface finished even and fair without using extra cement including necessary form work if required, provision of vertical joints at 2 mtr centre to centre all as directed by Engr -in- charge. Please Enable Macros to View BoQ information |
