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| 1 | Demolition of cement concrete (unreinforced) of any description including (below or above ground level), not exc. 15 cm thickness, including removal of rubbish from site, complete all as specified. |
| 2 | M&L for 75 mm thick, plain cement concrete 1:3:6, type C-2, using 40 mm graded mechanically crushed stone aggregates, laid in 1:20 slope as in plinth protection icluding making joints at3.00 metre intervals and at each corner, The concrete shall be laid at a stretch not exceeding 3 metre in length and width of joint shall not be more than 12 mm, complete all as specified and directed. |
| 3 | Dismantling floor, hearth or wall tiling including cement mortar bedding (but not backing),removing serviceable tiles to store and rubbish off the premises, including removing the rubbish from site, complete all as specified and directed. |
| 4 | M&L for chequered cement concrete tiles 30cm x 30cm x 25mm thick, set, jointed and pointed in neat cement slurry in floors with grey cement and pigment, complete all as specified and directed. |
| 5 | M&L for Screed bed or bedding layer of mortar 15 mm thick in cement mortar 1:4for laying floor finishes, completed all as directed. |
| 6 | Surface excavation n.exc (not exceeding) 30 cm deep and averaging 15cm deep and getting out in hard and dense soil, complete all as specified and directed. |
| 7 | M&L for 100mm thick, plain cement concrete 1:4:8, type D-2, using 40 mm graded mechanically crushed stone aggregates,as in sub-basecomplete all as specified and directed. |
| 8 | M&L for machine pressed precast concrete interlocking paver block any shape and size confirming to IS 15658-2006 of 80 mm thickness M-40 Grade and pointed with grey cement and no pigment, complete all as specified and directed. |
| 9 | M&L forsand filling under floors as in cushioning to interlocking paver block, complete all as specified and directed. |
| 10 | M&L for providing, cement concrete1:2:4 type B1 using 20mm graded crushed atone aggregateas in roof kerbs or mud stops, rounded or chamfered on edges, complete all specified and directed. |
| 11 | M&L for PCC 1:2:4 type B2 using 40mm graded crushed stone aggregate as in surface channels and drains etc, complete all as specified and directed. |
| 12 | Demolitionof precastconcrete block walling built in cement mortar (portions to be demolished), complete all as directed. |
| 13 | M & L, for PCC (1:3:6) type C-1 using 40mm grade stone aggregate in foundation filling and mass concrete, complete all as pecified and directed. |
| 14 | Excavating in trenches, n.exc 1.5 m wide and n exc 1.50 m in depth; for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, etc. n exc 10 sq m on plan and getting out in hard/dense soil, complete all as specified and dircted. |
| 15 | M&L for Providing precast cement concrete solid building blocks exc20cm in width of type C1 (1:3:6) (20mm graded stone aggregates) andsetting in cement mortar 1:6,complete, in walls, complete all as specified and directed. |
| 16 | M&L for Hardcore of gauge n exc. 63 mm broken stone or boulders , deposited, spread and levelled in layers n exc. 15 cm thick, watered and rammed to a true surface complete all specified and directed |
| 17 | M&L, rendering 15mm thick in CM 1:4 on concrete surfaces finished even and smoothusing extra cement, complete all as specified and directed. |
| 18 | M&L for Extra for forming fair finished to drain or channel 30 cm inner girth in cement including forms, mould mitred/stopped ends etc. |
| 19 | Add or deduct for 25 mm grith or part thereof over or under 30 cm inner girth in cementconcrete complete as specified and directed |
| 20 | M & L for PCC 1:2:4 type B-1 using 20mm grade stone aggregate as incoping complete all as specified and directed. |
| 21 | M&L for Reinforced concrete pipes, class NP3,300mm dialaid and jointed complete with collars complete all specified and directed. |
| 22 | M&L cement concrete 1:3:6 type C-2 (using 40 mm graded stone aggregate) to bed of drain pipes including packing under and haunching against the sides of pipes, after they are laid and tested for 300 mm bore pipe complete all as specified and directed |
| 23 | Demolition of Reinforced cement concreteof any description and in any position not otherwise specifically provided for Chajj, Retaining walls, Columns, Beams, Slabs etc complete all as specified and directed. |
| 24 | M&L for pre cast reinforcement cement concrete type B1 1:2:4 (20mm stone aggregate) in landings, cover slabs for drain chullah hoods, chajjas, water troughs, mangers, shelves and similar articles with plain faces complete as specified and directed by engr in charge |
| 25 | M&L for reinforced cement concrete type B1, 1:2:4 (using 20mm graded aggragate) in Walls, retaining walls, basement walls, ballast walls and the like; any thickness; above top of footings; including attached pilaster and buttresses complete all as specified ansd directed by engr in charge |
| 26 | M&L for reinforced cement concrete type B1, 1:2:4 (using 20mm graded aggragate) in slabs supported on walls, beams and columns in floors, roofs, landings, balconies, canopies, deck slabs and in shelves and the like |
| 27 | M&L for reinforced cement concrete type B1, 1:2:4 (using 20mm graded aggragate) Foundations, including rafts, footings, foundation beams; plinth beams; bases for columns, etc.; basement slabs, under-reamed piles and mass concrete |
| 28 | M&L for Use & Waste of flat 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 |
| 29 | M&L for Use & waste of Flat Formwork to faces of walls, retaining walls, abutments, parapets and staircase railings and similar work including attached pillasters, buttresses, etc.; vertical or to batter |
| 30 | M&L for Use & Waste of Formwork to soffits of suspended slabs such as roof slabs, floor slabs, landings and similar work; not exceeding 200mm thick (Horizontal or sloping) |
| 31 | M&L for 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 clips |
| 32 | M&L for Mild steelTMT bars 6mm to 8mm dia,cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with mild steel wire (annealed) not less than 0.9 mm dia., or securing with clips. |
| 33 | Dismantling structural steel work in Cattle catcher , gates but excluding framed truss etc. |
| 34 | M&L for Framed work such as grills, gratings, etc.. with ends of bars shouldered and/or riveted, or forged into spikes; framed guard bars for cattle catcherand similar work conforming to Fe.290.Gde-E-165 |
| 35 | Returning, filling in, including spreading, levelling, watering and well ramming in layers not exc 25 cm. in hard/dense soil. |
| 36 | Removal of excavated soil to a distance exc.50 Mtr and n.exc. 100 Mtr and deposited as directed by Engineer-in-Charge. |
