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| 1 | Excavating over areas, not exceeding 1.5m deep and getting out in any type of soil complete all as specified and directed. |
| 2 | Excavating over areas exceeding 1.5m and n.exc 3.0 m deep getting out in any type of soil complete all as specified and directed. |
| 3 | Excavating over areas exceeding 3.0m and n.exc 4.50 m deep getting out in any type of soil complete all as specified and directed. |
| 4 | Returingfillingin includingspreadinglevelingwater ing and wellraminiin layers not exc 25cm complete all as specified and directed. |
| 5 | Removingexcavavatedmaterialexc 50 mtrs and n.exc 250 m deposition where directed at level n exc 1.5 above the starting point complete all as specified and as directed. |
| 6 | M&L PCC (1:4:8) as in type D2 (40mm graded ggregate) Cement concrete in foundations, filling and mass concrete complete all as specified and directed. |
| 7 | M&L for PCC (1:3:6)type D2 (using 40mm graded granite stone aggregate) in fdn, filling and mass concrete complete all as specified and directed. |
| 8 | M&L for providing, cement concrete coping type B0 (1:2:4) 12.5mm graded aggregate in edges of chequered tiles for rounded or chamfered on edges complete all as specified and as directed |
| 9 | M&L precast cement concrete type C1 (1:3:6) using (20mm graded stone aggregate) solid blocks masonry exc. 10cm in width and set in cement mortar 1:4 complete all as specified and directed |
| 10 | M & L for Reinforced cement concrete Grade M-30 (design Mix) using 20mm graded stone aggregate) in foundations including rafts, footings and mass concrete complete all as specified and directed. |
| 11 | M & L for Reinforced cement concrete Grade M-30 (design Mix) using 20mm graded stone aggregate) as inWalls, 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 |
| 12 | M&L Boulder size 80 to 150 mmfilling as in weep holes complete all as specified and as directed. |
| 13 | Use and waste of steel formwork of Square, rectangular or polygonal 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 rough finished surface complete all as specified and as directed. |
| 14 | Use and waste of steel 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. |
| 15 | Use and waste of steel 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 fair finished surface complete all as specified and directed. |
| 16 | S&Fmildsteel TMT bars10 mmdia andover,cut to length, benttoshaperequred, includingcranking , bendingspirallyforcolumnshookingfor columnshookingends and bindingwith and includingmildsteelwire ( annealed )not less than 0.9mmdia or securing with clips complete all as specified and directed |
| 17 | M&L 100mm thick Cement concrete 1:4:8 Type D-2 (40 mm Aggregate) in foundation and mass concrete complete all as specified and as directed. |
| 18 | M&L for PCC (1:2:4) Type B1 (using 20mm graded aggregate) 40mm thick in floors finishing surface to complete all as specified and as directed. |
| 19 | M & L 110 mm dia bore low density polyethylene pipes (LDPE) of pressure rating 6Kg/Sqcm fixed as weep holes in retaining walls complete all as specified and directed. |
| 20 | Demolition of brickwork/ stone/ boulder/ block masonry, built in cement mortar including all quoins, arches,pillors etc, but excluding aslar facing, dressed stonework complete all as specified and as directed. |
| 21 | Demolition of cement concrete of any description and in any position (unreinforced) in ground floor/paving/plinth not exceeding 15cm thick below or above ground level complete all as specified and directed |
| 22 | Demolition of cementconcrete for roofs, floors, walls, beams, staircases including removal of all demolished material form site complete all as specified and directed |
| 23 | S&F Material & Labour for providing and fixing stainless steel (Grade 304) railing made of hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (where ever required) and fitting the same with necessary stainless steel nuts and bolts complete, including fixing the railing with necessary accessories &stainless steel dash fasteners, stainless steel bolts etc., of required size, on the top of floor or the side of waist slab with suitable arrangement complete all as specified and directed |
| 24 | M&L for Chequered cement concrete tiles 30cm x 30cm x 25mm thick, set, jointed and pointed in neat cement slurry and pointed in coloured cement to match over 15mm thick screed bed in CM 1:4 as bedding layer in floors complete all as specified and directed |
| 25 | M&L for Rendering 10mm thick in CM (1:4) for finishing the surface even and smooth w/o using extra cement including painting as requiredcomplete all as specified and as directed. |
