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| 1 | Excavation in trenches not exc. 1.5 metre wide and not exc. 1.5 metre in depth and getting out as in soft/loose soil for foundation etc complete all as specified and as directed. |
| 2 | Excavation over areas, n.exc 1.5m deep and getting out in soft/loose soil complete all as specified and as directed. |
| 3 | Returning, filling in, including spreading levelling watering and well ramming in layers not exceeding 25 cms in thick as in soft/loose soils complete all as specified and as directed. |
| 4 | Removing surplus soils to a distance not exceeding 50 mtr and depositing where directed at a level not exc. 1.5 mtr above the starting point complete all as specified and as directed. |
| 5 | Demolition ofunreinforced cement concrete of any description and in any position not otherwise specifically provided for etc all as sapecified and as dsirected. |
| 6 | M&L for PCC(1:3:6),type C-2 (using 40mm graded crushed stone aggregate) as in foundations, filling and mass concrete complete all as specified & as directed. |
| 7 | Use & waste 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 with flat rough finished surfaces concrete complete all as specified and as directed. |
| 8 | Demolition of brickwork or stone / boulder masonary, built in cement mortar including all quoins, arches, pillars, etc but exclusing ashlar facings, dressed stoneswork and precast concrete articles complete all as specified and as directed. |
| 9 | M&L for PCC (1:3:6), type C-2 (using 40mm graded crushe stone aggrergate) as in Plum concrete in retaining walls etc including plums of stone boulders(Basalt, trap or any other approved) of size 200 to 300mm complete all as specified and as directed. |
| 10 | Supply only stone boulders (Basalt trap or any other approved) of size 200 to 300mm complete all as specified and as directed. |
| 11 | Hand packing (any thickness) at back of walls over arches etc. and raising (or lowering) to the required level complete all as specified and as directed.NOTE:- Stone boulders obtained from item No 08 here-in-before shall be reused. |
| 12 | M&L RCC (nominal mix) (1:2:4) type B1 (using 20 mm graded crushed stone aggregate) as in RCC bandcomplete all as specified and as directed. |
| 13 | M&L for Mild steel TMT bars 10mmdia 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 than0.9 mm dia or securing with clips.complete all as specified & as directed. |
| 14 | M&L for Mild steel TMT bars6mm to 8mmdia 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 than0.9 mm dia or securing with clips complete all as specified & as directed. |
| 15 | Use & waste formwork to faces of walls, retaining walls, abutments, parapets and staircase railing and similar work including attached pillasters, buttresses, etc.; vertical or to better in rough finished surfaces complete all as specified and as directed. |
| 16 | S/F 110 mm bore PVC pipe (SWR) single socketed, in any length with rubber ring joints, as in weep holes complete all as specified and as directed.. |
| 17 | M&L for stone walling of random rubble, uncoursed, well bonded, bedded and solidly hearted, built in cement mortar (1:6) including brought up to courses complete all as specified and as directed. |
| 18 | M&L for Providing, cement concrete (1:2:4), Type B1 (using 20mm graded crushed stone aggregate) in roof kerbs or mud stops, rounded or chamfered on edges, in lintels upto 1.5m clear span, cills, steps; seismic and other similar bands, plinth courses, string courses, lacing courses, parapets and railings upto 60 cm in height, copings, kneelers, apex stones, bed plates, kerbs complete all as specified and as directed. |
| 19 | M&L for PCC (1:3:6), type C2 (using 40mm graded crushed stone aggregate) as in surface channels/drain including forming fair finished to drain channel.completed all as specified and as directed. |
| 20 | M&L for 75mm thick PCC (1:3:6) type C-2 (using 40 mm graded crushed stone aggt) in plinth protection path/hardstanding/drain bed/ jhura bed finished cement concrete surfaces fair and even including forming construction joint filled with CM (1:6) complete all as specified & as directed. |
| 21 | M&L for Chequered cement concrete tiles (with grey cement and no pigment) 20cm x 20cm x 25mm thick, set, jointed and pointed in neat cement slurry in floors and wall including 20 mm screed bed in CM 1:4 complete all specified and as directed |
| 22 | M&L for Raking out cement mortar joints/ pointing to masonry or brick-work in single etached joints for flashing, etc.complete all as specified and as directed. |
| 23 | M&L for raised pointing in cement mortar (1:4) to radom or polygonal rubble, uncoursed or brought upto courses complete all as specified and as directed. |
| 24 | Demolition ofunreinforced cement Concrete in ground floors and pavings n exc 15 cm thickness (below or above ground level) complete all as specified and as directed. |
| 25 | M&L for Hardcore of gauge n exc. 63 mm, deposited, spread and levelled in layers n exc. 15 cm thick, watered and rammed to a true surface using broken stone boulders completed all as specified and as directed. |
| 26 | M&L for 150mm thick PCC (1:4:8) type D2 (using 40mm graded crushed stone aggregate) as in sub-base of floor etc. Complete all as specified and as directed. |
| 27 | M&L for 100 mm thick PCC (1:2:4) type C2 (using 40mm graded crushedstone aggregate) as in plinth protection/Path/hardstanding completed all as specified and as directed. |
