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| 1 | Rough excavationn.exc 1.5 m deep & getting out in soft/ loose soil complete all as specified and directed. |
| 2 | Rough excavationexc 1.5 m deep but n.exc 3m and getting out in soft /loose soil complete all as specified and directed. |
| 3 | Excavation over area n.exc 1.5 m deep & getting out soft/loose soil complete all as specified and directed. |
| 4 | M & L for PCC 1:4:8 type D-2 using 40 mm Stone aggregate as foundation mass concrete complete all as specified and directed. |
| 5 | M & L walling of random rubble, brought upto courses well bonded, bedded and solidly hearted built in CM 1:4 complete all as specified and directed. |
| 6 | Extra over stone walling for hammer dressing to face stones and dressing of face beds and joints Granite or trap stone 40 mm, as specified, of random rubble walling uncoursed or brought upto courses complete all as specified and directed. |
| 7 | M & L PCC1:2:4 type B-1 (20 mm graded aggregate) cast in situ in lintels upto 1.5 mtr span, cills and other similar bands, plinth course, parapets, coping, bed kneelers, slightly rounded the like chamfered angle and throating complete all as specified and directed. |
| 8 | S & F 110 mm bore PVC(SWR) pipes single socketed in any length with rubber ringh joints fixed to walls complete all as specified and directed. |
| 9 | M & L PCC 1:3:6 type C-1(using 20 mm graded stone aggregate) as in bond stone (for stone walling) and set in CM 1:4 complete all as specified and directed. |
| 10 | M & L boulder filling and hand packing tightly, as in vertical bonds with sloping faces complete all as specified and directed. |
| 11 | Returning, filling in, including spreading levelling, watering & well ramming in layers n exc 25 cm with any type of soil complete all as specified and directed. |
| 12 | M&L for raised pointing to random rubble stone masonry in CM 1:4 uncoursed or brought upto courses complete all as specified and directed. |
| 13 | M&L forforming embankments including rising (or lowering )earth ,spreading in layers n. exc 30cm thick ,watering ramming /rolling and finishing to required size ,shape etc n exc 1.50 m high above base complete all as specified and directed. |
| 14 | M&L for forming embankments including rising (or lowering) earth, spreading in layers n. exc 30cm thick, watering ramming /rolling and finishing to required size, shape etcexc 1.50 mn. exc 3 m highform base complete all as specified and directed. |
| 15 | Removing excavated materials n. exc 50 m and depositing where directed at a level n.exc 1.5m above from the starting point complete all as specified and directed. |
| 16 | Excavating in trenches, n exc 1.5 m wide and n exc 1.5 m in depth; for foundation, etc or for shafts, wells, cesspits, manholes, pire holes, etc n exc 10 Sqm on plan and n.exc 1.5 m in depth and getting out any type of soil complete all as specified and directed. |
| 17 | M & L PCC 1:3:6 type C-2 in foundation, filling and mass concrete (using 40 mm Stone aggregate as in surface channel drain, foundation mass concrete etc complete all as specified and directed. |
| 18 | Extra for forming fair finished drain or channel 300 mm inner girth in cement concrete, using extra cement including forms, moulds, mitred/ stopped ends etc. complete all as specified and directed. |
| 19 | Removing excavatedmaterialn.exc50 m and depositing where directed at a level n.exc 1.50 m above the starting pointcomplete all as specified and directed. |
| 20 | Surface excavationn.exc (not exceeding) 30 cm deep and averaging 15 cmand getting out in any typeof soil complete all as specified and directed. |
| 21 | Excavating in trenches, n exc 1.5 m wide and n exc 1.5 m in depth for foundation, etc or for shafts, wells, cesspits, manholes, pire holes, etc n exc 10 Sqm on plan and n. exc 1.5 m in depth and getting out any type of soil complete all as specified and directed. |
| 22 | M & L PCC 1:2:4for type B-1( 20 mm graded stone aggregate) set in cement mortar 1:4 as in bond stone etc complete all as specified and directed. |
| 23 | M&L for flushpointing to random or polygon rubble, uncoursed or brought upto course in CM (1:4) complete all as specified and directed. |
| 24 | M&L for use and waste of formwork to edges of concrete flats, treads, breaks in floors, window cills, concrete railings, openings in concrete walls exc 10 cm but n exc 20cm wide, etc finish withrough finish flat surface complete all as specified and directed. |
| 25 | 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 0.9 mm dia or securing with clips complete all as specified and directed. |
| 26 | All as per item No-10 above but 6 to 8 mm dia bars as in stirrups/ spacers. |
| 27 | M & L for reinforced cement concrete (design mix ) in M- 30 (20 mm graded stone aggregate ) of slab supported on walls, beams and columns in floors /roof landings/balconies, copings deck slabs and in shelves as the like complete all as specified and directed. |
| 28 | M & L for rendering 10 mm thick in cm 1:6 of brick work or concrete surfaces complete all as specified and directed. |
| 29 | M&L for hardcore of gauge of Broken stone or Boulder n exc. 63 mm, deposited, spread and levelled in layers n exc. 15 cm thick, watered and rammed to a true surface complete all as specified and directed. |
| 30 | M & L for 100 mm thick cement concrete type D2 ( 1:4:8) 40 mm graded stone aggregate as in sub floors, sub bases ,floors and pavings etc complete all as specified and directed. |
| 31 | M & L for cement concrete work 150 mm in (1:2:4 ) mm graded stone aggregate as in floor/pavement/ hard standing complete all as specified and directed. |
| 32 | M & L forming contraction(dummy) joint 65 mm deep x10 mm wide filled with sealing compound Grade \"A\" complete all as specified and directed. |
