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| 1 | Surface dressing n. exc 15cm deepin any type of soil including cleaning away grass, bushes, sapling, brushwood undergrowth, roots and trees not exc 30cm girth complete all as specified and diirected. |
| 2 | Excavating over areas not exceeding 1.5m deep and getting out in any type of soil complete all as specified and diirected. |
| 3 | All as per item No.02 above but exceeding 1.5m & not exc 3.0m deep and getting out in any type of soil complete all as specified and diirected. |
| 4 | Excavating in trenches in hard/dense soil , n exc 1.5m wide and n exc 1.5m in depth; for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, etc. n exc 10 sq m on plan and n exc 1.5m in depth and getting out complete all as specified and diirected. |
| 5 | Returning, filling in, including spreading, levelling, watering and well ramming in layers not exc 25 cm complete all as specified and diirected. |
| 6 | Removing excavated material to a distance n exc. 50m and depositing where directed at a level n exc. 1.5m above the starting pointcomplete all as specified and diirected. |
| 7 | Forming embankments including raising (or lowering) earth, spreading in layers n exc. 30 cm thick, watering, ramming/rolling and finishing to required size, shape, etc., n exc. 1.5 m high from base including bringing approved earth from n.exc. 50 mof any type of soil from site complete all as specified and diirected. |
| 8 | Use & waste form work to sides of concrete foundations, footings, column base, raft & raft beams, sides & soffits ( if any) of foundation & plinth beams and similar work, vertical or to batter finished rough surface of concrete complete all as specified and directed. |
| 9 | Use & waste form work to faces of walls, retaining walls, abutments, parapets and staircase railings and similar work including attached pillasters, buttresses etc.; vertical or to batter finished rough surface of concrete complete all as specified and directed. |
| 10 | M&L for Mild steel TMTbars 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 complete all as specified and directed. |
| 11 | M&L for hardcore of broken stone or boulder of gauge not exc 63 mm deposited, spread and leveled in layers n.exc 15 cm thick, watered and rammed to a true surfaces complete all as specified and as directed. |
| 12 | M&L for PCC 1:4:8 type D-2 (using 40 mm graded stone aggregate) as in foundations, filling and mass concrete complete all as specified and diirected. |
| 13 | M & L for RCC M-25 Design mix{using 20 mm graded crushed stone aggregate) as in foundations, including rafts, footings, foundation beams, plinth beams, bases for columns etc and mass concrete complete all as specified and directed. |
| 14 | M&L for RCC M-25 Design mix{using 20 mm graded crushed stone aggregate) as in walls, retaining walls, basement walls, ballast walls and the like; any thickness; above top of footingsincluding attached pilasters and buttresses complete all as specified and directed. |
| 15 | M&L forPCC 1:2:4 type B-1 (using20 mm graded crushed stone aggregate) as in lintels upto 1.5m clear span, cills, steps, seismic and other similar bands, coping, benching, kneelers, apex stone, bed plates, kerbs,etc.including weathering, slightly rounded or chamfered angles and throating,including necessary from work etc complete all as specified and directed. |
| 16 | M&L for PCC 1:2:4 type B-1 using 20mm graded crushed stone aggregate as in surface channels, and drains etc including necessary from work etc complete all as specified and directed. |
| 17 | M&L for stone walling of random rubble, un coursed, well bonded, bedded and solidly hearted, built in cement mortar (1:6) complete all as specified and directed. |
| 18 | M&L for raised pointing to random rubble uncoursed or brought upto course masonary in cement mortar (1:4) complete all as specified and diirected. |
| 19 | M&L for precast concrete 1:3:6 type C-1 using 20mm graded crushed stone aggregate as in bonders for stone walling set in cement mortar 1:6 complete all as specified and directed. |
| 20 | S&F 110mm bore PVC (SWR) pipes single socketed, in any length with rubberring joints for weep holes complete all as specified and directed. Make:Supreme/Kisan/Prince/Finolex/Prayag/Astral |
| 21 | M&L for reinforced concrete pipes 450 mm dia, class NP-3, laid and jointedwith collars complete all as specified and directed. |
