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| 1 | Schedule 'A' B/R |
| 2 | Material & Labour for Surface dressing of hard/dense soil not exceeding 15 cm deep, Complete all as specified and directed by Engineer-in-Charge. |
| 3 | Material & Labour for excavating over areas exceeding 1.5 Metre depth and getting out soft/loose soil, Complete all as specified and directed by Engineer-in-Charge. |
| 4 | ditto-as item No.2 but depth exceeding 1.5 Metre and not exceeding 3.00 Metre and getting out in soft/disintegrated rock, Complete all as specified and directed by Engineer-in-Charge. |
| 5 | ditto-as item No. 2 but depth exceeding 3.0 Metre and not exceeding 4.50 Metre and getting out in soft/disintegrated rock, Complete all as specified and directed by Engineer-in-Charge. |
| 6 | Material & Labour for Cement concrete type D-2, 1:4:8 (using 40mm graded aggregate) as in foundations, Complete all as specified and directed by Engineer-in-Charge. |
| 7 | Material & Labour for RCC (design mix) M-30 (20mm graded aggregates) as in foundation, including rafts, basement slabs, foundation beams and the like, Complete all as specified and directed by Engineer-in-Charge. |
| 8 | Material & Labour for RCC (design mix) M-30 (20mm graded aggregates) as in walls, basement walls any thickness above top of footing; including attached pilasters and buttresses, Complete all as specified and directed by Engineer-in-Charge. |
| 9 | Material & Labour for RCC (design mix) M-30 (20mm graded aggregates) as in columns, pillars, piers, posts and struts, Complete all as specified and directed by Engineer-in-Charge. |
| 10 | Material & Labour for RCC (design mix) M-30 (20mm graded aggregates) in beams, cantilevers, bressummers, lintels over 1.5m span, Complete all as specified and directed by Engineer-in-Charge. |
| 11 | Material & Labour for RCC (design mix) M-30 (20mm graded aggregates) as in slabs supported on walls, beams and columns in floors, roofs, landings, balconies, canopies, deck slabs and in shelves and the like, Complete all as specified and directed by Engineer-in-Charge. |
| 12 | Material & Labour for CRS 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 not less than 0.9mm dia or securing with clips, Complete all as specified and directed by Engineer-in-Charge. |
| 13 | Material & Labour for CRS TMT bars 6 to 8 mm dia, 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, Complete all as specified and directed by Engineer-in-Charge. |
| 14 | All as per item No 11 here-in-before but 5mm dia and over upto and including 10mm dia in stirrups, spacers and binders, Complete all as specified and directed by Engineer-in-Charge. |
| 15 | Use and waste of 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 to get rough finished flat surfaces of concrete, Complete all as specified and directed by Engineer-in-Charge. |
| 16 | Use and waste of formwork to sides of pillars, posts, struts, piers, columns and stanchions of square, rectangular or polygonal shape to get rough finished surfaces of concrete, Complete all as specified and directed by Engineer-in-Charge. |
| 17 | Use and waste of formwork to faces of walls, retaining walls, abutments, parapets and staircase railing and similar works including attached pilasters, buttresses etc; vertical or to batter, to get rough finished flat surfaces of concrete, Complete all as specified and directed by Engineer-in-Charge. |
| 18 | Use and waste of formwork to soffits of suspended slabs such as roof slabs, floor slabs, landings and similar work not exceeding 200mm thick rough finished flat surfaces of concrete, Complete all as specified and directed by Engineer-in-Charge. |
| 19 | Use and waste of formwork to sides and soffits of beam for rough finished flat surfaces of concrete, Complete all as specified and directed by Engineer-in-Charge. |
| 20 | Use and waste of formwork to edges of concrete flats, treads, breaks in floors, window cills, concrete railings, openings in concrete walls, floor and roofs not exceeding 20 cm wide and sides of RCC/ PCC bands in walls, horizontal or sloping and similar work exceeding 10cm but not exceeding 20cm width to get rough finished flat concrete surfaces, Complete all as specified and directed by Engineer-in-Charge. |
| 21 | Returning, filling in, including spreading, levelling watering and well ramming in layers not exceeding 25cm using soft / loose soil, Complete all as specified and directed by Engineer-in-Charge. |
| 22 | Removing excavated rock exceeding 500 Metre but not exceeding 1.50 km and depositing outside MoD land where directed, Complete all as specified and directed by Engineer-in-Charge. |
| 23 | Removing excavated soft Soil exceeding 500 Metre but not exceeding 1.50 km and depositing outside MoD land where directed, Complete all as specified and directed by Engineer-in-Charge. |
| 24 | Material & Labour for Bands, straps, supports or stays for rain water, ventilating pipes, including bolts, if required; hooks(stay), heavy, for large gates; hook and pintle hinges; large hasps and staples; chains; handmade sliding bolts; clamps; holdfasts; wall ties; hooks for hanging fans; plain angle cleats for securing purlins to wood trusses or rafters; knee piece inserts; two way and three way straps, plate washers and similar articles conforming to Fe 290 Gde E-165, Complete all as specified and directed by Engineer-in-Charge. |
| 25 | Material & Labour for Plates (plain or chequered) channels, squares cut or notched (ordinary and counter sunk) forming holes, without any attachment, Complete all as specified and directed by Engineer-in-Charge. |
| 26 | Material & Labour for preparation of new steel surfaces over 10cm width or girth and applying two coats of synthetic enamel paint over one coat of zinc chrome primer, Complete all as specified and directed by Engineer-in-Charge. |
| 27 | Material & Labour for rendering 10mm thick on fair faces of brick work or concrete surfaces in Cement Mortar 1:3, finished even and smooth without using extra cement, Complete all as specified and directed by Engineer-in-Charge. |
| 28 | Material & Labour for rendering 5mm thick on fair faces of brick work or concrete surfaces as in ceiling in Cement Mortar 1:3, finished even and smooth without using extra cement, Complete all as specified and directed by Engineer-in-Charge. |
| 29 | Supply only Liquid water proofing compound, Complete all as specified and directed by Engineer-in-Charge. |
| 30 | Material & Labour for rendering 10mm thick on fair faces of brick work or concrete external wall surfaces in Cement Mortar 1:4, finished even and smooth without using extra cement, Complete all as specified and directed by Engineer-in-Charge. |
| 31 | Material & Labour for preparation of new plastered surfaces of wall and applying two coats of 100 % Premium acrylic emulsion paint having VOC less than 50 gm/ Litres and UV resistance as per IS 15489:2004, Alkali & fungal resistance, dirt resistance exterior paint of required shade (Company Depot Tinted) with silicon additives @ 1.43 litre/ 10 sqm over and including priming coat of exterior primer applied @ 0.90 litre/ 10 sqm all as per the manufacturer’s instructions, Complete all as specified and directed by Engineer-in-Charge. |
| 32 | Material & Labour for stainless steel wire cloth 0.36mm nominal dia of wire and average width of aperture 1.40mm and fixed with stainless steel wire staple, Complete all as specified and directed by Engineer-in-Charge. |
| 33 | Material & Labour for Applying evenly a tack coat of hot blown industrial bitumen grade 85/25 at the rate of 1.2 kg per sqm including cleaning the surfaces, Complete all as specified and directed by Engineer-in-Charge. |
| 34 | Material & Labour for 100mm thick broken stone or boulders Hard-core of gauge exceeding 63mm but not exceeding 100mm, deposited, spread and levelled in layers not exceeding 15 cm thick, watered and rolled/rammed to a true surface, Complete all as specified and directed by Engineer-in-Charge. |
| 35 | Material & Labour for 75mm thick plain cement concrete C-2, 1:3:6 (using 40mm graded crushed stone aggregate) as in plinth protection finished fair and even without using extra cement, Complete all as specified and directed by Engineer-in-Charge. |
| 36 | Supply & Fixing 150mm wide PVC water stop having thickness minimum 5mm for construction joint, Complete all as specified and directed by Engineer-in-Charge. |
| 37 | Surface excavation not exceeding (not exceeding) 30 cm deep and averaging 15cm deep and getting out in soft loose soil, Complete all as specified and directed by Engineer-in-Charge. |
| 38 | Material & Labour for 100mm thick Plain Cement concrete type D-2, 1:4:8 (using 40mm graded aggregate) as in sub base of floors, Complete all as specified and directed by Engineer-in-Charge. |
| 39 | Material & Labour for Machine pressed precast concrete interlocking paver block of any colour any shape and size confirming to IS 15658-2006 of rubber moulded 80mm thickness, M-40 Grade with grey cement and pigment, Complete all as specified and directed by Engineer-in-Charge. |
| 40 | Material & Labour for 50mm thick Sand filling under floors or in foundation including watering and consolidation, Complete all as specified and directed by Engineer-in-Charge. |
| 41 | Removing excavated rocks not exceeding 50 Metre and deposited where directed at a level not exceeding 1.5 mtr above starting point, Complete all as specified and directed by Engineer-in-Charge. |
| 42 | Material & Labour for Porbandar stone masonry, well bonded, bedded and solidly hearted built in Cement Mortar 1:6, Complete all as specified and directed by Engineer-in-Charge. |
| 43 | Material & Labour for rendering 15mm thick on fair face of brick work or concrete surfaces in Cement Mortar 1:4 finished even and smooth without using extra cement, Complete all as specified and directed by Engineer-in-Charge. |
| 44 | Material & Labour for 45mm thick (measured solid) readymade reinforced precast cement concrete type B0 (1:2:4, 12.5mm graded stone aggregate) louvres and jallies, set in Cement Mortar 1:4, including all mouldings, Complete all as specified and directed by Engineer-in-Charge. |
| 45 | Material & Labour for Pre-cast RCC 1:2:4 type B-1 (using 20mm graded aggregate) as in cover slabs set in cement Mortar 1:4 and finished all exposed surfaces of concrete even and fair without using extra cement including form work etc, Complete all as specified and directed by Engineer-in-Charge. Please Enable Macros to View BoQ information |
| 46 | Material & Labour for Pre-cast RCC 1:2:4 type B-1 (using 20mm graded aggregate) as in cover slabs set in cement Mortar 1:4 and finished all exposed surfaces of concrete even and fair without using extra cement including form work etc, Complete all as specified and directed by Engineer-in-Charge. Please Enable Macros to View BoQ information |
