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| 1 | Surface excavation n.exc.30cm deep and averaging 15 cm deep & getting out in soft/loose soil complete all as specified and directed. |
| 2 | Excavation in trenches not exceeding 1.5m wide and not exceeding 10 Sq.m on plan area and not exceeding 1.5m deep in soft/loose soil complete all as specified and as directed. |
| 3 | Excavation over areas n.exc.1.5m deep and getting out in soft/ loose soil complete all as specified and directed. |
| 4 | Returning, filling in, including spreading, levelling, watering and well ramming in layers not exc 25 cm using available soil obtained from excavation complete all as directed. |
| 5 | Removal of excavated material [Soil] to a distance not exceeding 50 m and depositing where directed at a level not exceeding 1.5m above the starting point complete all as specified and as directed. |
| 6 | M & L for PCC 1:3:6 type C2 (using 40mm graded stone aggregate) in foundations, filling and mass concrete complete all as specified and directed. |
| 7 | M&L formwork to sides of concrete foundation, footings, bases of columns, raft and raft beams, sides and soffits of foundation (if any) and plinth beams for rough finished surfaces of concrete, flat, complete all as specified and as directed. |
| 8 | M&L for Cement concrete 1:3:6 type C2 (using 40mm graded stone aggregate) Cement concrete in surface channels and drains etc., complete all as specified and directed. |
| 9 | M&L Pre-cast cement concrete block masonry with solid blocks, exc. 10 cm in width type C-1 (1:3:6) using 20mm graded stone aggregate and setting in cement mortar (1:4) complete all as specified and directed. |
| 10 | M&L for rendering 15mm thick plaster in CM (1:4) on concrete or block masonry surfaces and finishing the surfaces even and fair complete all as specified and as directed. |
| 11 | Extra for forming fair finsihed drain or channel 30cm inner girth in cement concrete using extra cement including forms moulds mitred /stopped ends etc., complete all as specified and directed. |
| 12 | S&F 110mm bore PVC (SWR) pipes single socketed in any length with rubber ring joints fixed to wall/ vertical support for rain pipe all as specified and as directed |
| 13 | M&L for PCC (1:4:8) type D2 (using 40mm graded aggregate) 75 mm thick as in subbase of flooring complete all as specified and directed. |
| 14 | M&L for 50 mm thick crushed Sand under paver block including watering and consolidation complete all as specified and as directed. |
| 15 | M & L Machine pressed precast concrete interlocking paver block with grey cement and pigment any shape and size confirming to IS 15658-2006 of 80 mm thickness M-40 grade complete all as specified and diected. |
| 16 | M&L Providing, cement concrete as in coping , mud stops, rounded or chamfered on edges Type B1 (1:2:4 ) using 20 mm graded aggregate complete all as specified and as directed. |
| 17 | Material & Labour for applying Two or more coats of 100% Premium acrylic emulsion paint having VOC less than 50 gm/litre 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 over new surfaces complete all as specified and directed. |
| 18 | Excavation in trenches n. exc 1.5m wide and n. exc 1.5m in depth in soft/loose soil for foundation, etc or for shafts, wells, cesspits, manholes, pierholes, etc n. exc 10 Sqm on plan and getting out etc., complete all as specified and directed. |
| 19 | Excavating over areas, n exc 1.5 m deep and getting out in foundation etc. and getting out in hard/ dense soil complete all as specified and directed |
| 20 | Excavating over areas, depth exc 1.5m but n. exc 3.0m and getting out in hard/ dense soil complete all as specified and directed. |
| 21 | M&L for Cement concrete 1:3:6 type C2 (using 40mm graded stone aggregate) Cement concrete in surface channels and drains etc., complete all as specified and directed. |
| 22 | M&L for precast cement concrete block masonry exc 10 cm width with solid block PCC 1:3:6 type C1 (using 20 mm graded stone aggregate) and setting in cement mortar 1:4 etc., complete all as specified and directed. |
| 23 | M&L for rendering 15mm thick in cement mortar 1:4 on concrete or brick wall surfaces, even and smooth without using extra cement etc., complete all as specified and directed. |
| 24 | Extra for forming fair finsihed drain or channel 30cm inner girth in cement concrete using extra cement including forms moulds mitred /stopped ends etc., complete all as specified and directed. |
| 25 | M&L for Plain cement concrete, 1:4:8, type D2 using 40 mm graded stone aggregate as in foundations, filling and mass concrete complete all as specified and directed |
| 26 | M&L for Nominal mix RCC M-30 (using 20mm graded stone aggregate) in Foundations, including rafts, footings, foundation beams; plinth beams; bases for columns, etc .; basement slabs, under-reamed piles and mass concretecomplete all as specified and directed. |
| 27 | M& L for RCC M-30 nominal mix using 20mm graded stone aggregate as in Walls, retaining walls, basement walls, ballast walls and the like; any thickness; above top of footings; including attached pilasters and buttresses complete all as specified and directed. |
| 28 | M&L for RCC.M30 nominal mix using 20mm graded stone aggregate as in deck slab and the like complete all as specified. |
| 29 | Providing 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 complete all as specified and directed. |
| 30 | Providing Formwork to faces of walls, retaining walls, abutments, parapets and staircase railings and similar work including attached pillasters, buttresses, etc.; vertical or to batter for rough finished surface complete all as specified and directed. |
| 31 | Providing Formwork to soffits of suspended slabs such as roof slabs, floor slabs, landing and similar work; not exceeding 200mm thick (Horizontal or sloping) complete all as specified and directed. |
| 32 | - Ditto - all as per item No 31 here-in-before but for edges of slab not exc.20cm thick. |
| 33 | M&L for mild steel TMT bars 10mm dia and over, cut to length, bent to shape required, including cranking 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 |
| 34 | Returning, filling in including spreading, levelling, watering and well ramming in layers not exc 25 cm complete all as specified and directed. |
| 35 | Removing excavated material n exc. 50m and depositing where directed at a level n exc. 1.5 m above the starting point complete all as specified and directed. Please Enable Macros to View BoQ information |
