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| 1 | Demolition ofcement concrete in ground floors and pavingsexc 15 cm thickness (below or above ground level) and removing debris out of MoD Land all as specified and as directed. |
| 2 | Excavating over areas, n ex 1.5 m deep and getting out in soft/ loose soil, all as specified and as directed. |
| 3 | Surface excavation n.exc 30 cm deep and averaging 15 cm deep and getting out in soft/loose soil complete all as specified and as directed. |
| 4 | Removing excavated soil to a distance n.exc 50m and depositing where directed at a level n.exc.1.5m from the starting point, all as specified and as directed. |
| 5 | Material and labour for 100mm thick PCC 1:4:8 type D-2 (using 40mm graded stone aggregates as in sub base complete all as specified and as directed. |
| 6 | Supply and laying stone aggregate chips nominal size 10 to 12.50mm as in cushioning to paver block, all as specified and as directed. |
| 7 | Material and labour for Machine pressed precast concrete interlocking paver block any shape and size confirming to IS 15658-2006 of 80 mm thickness M-40 Grade with approved colour, design & pattern as in footpath, hard standings, drive ways or parking areas etc. finishing and sweeping extra aggregates/sand, complete all as specified and asdirected. |
| 8 | Material and labour for 60mm thick cement concrete paver block of M-35 grade with approved colour, design & pattern as in footpath, parks, hard standings, drive ways or parking areas etc. finishing and sweeping extra sand, complete all as specified and as directed. |
| 9 | Material and labour for factory made kerb stone of cement concrete M-25 grade placed in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5 mm), including making drainage opening wherever required complete, all as specified and as directed. |
| 10 | Material and labour for PCC 1:2:4, type B-1 (using 20 mm graded stone aggregate) in haunching, coving, coping, floors, kneelers, apex stones, bed plates, kerbs, water troughs and the like including weathering,slightly rounded or chamfered angles and throating, as directed including all necessary formwork complete all as specified and as directed. |
| 11 | Excavating in trenches in loose/soft soil, n exc1.5 m wide and n exc 1.5 m in depth; for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, etc. n exc 10 sq m on plan and n exc 1.5 m in depth and getting out complete all as specified and as directed. |
| 12 | Material and labour forplain cement concrete (1:4:8) type D2, using 40 mm graded stone aggregate as in foundation filling and mass concrete, drain bed etc. complete all as specified and as directed. |
| 13 | Demolition of brick / concrete block masonry built in cement mortar complete all as specified and as directed. |
| 14 | Material and labour precast cement concrete 1:3:6, type C0 (12.50 mm graded stone aggregate) block masonry with solid blocks, exc. 10 cm in widthand setting in cement mortar 1:4 complete all as specified and as directed. |
| 15 | Material and labour for 15mm thick rendering on fair face of brick/stone masonry walls in cement mortar 1:4 finished even and smooth without using extra cement all as specified and as directed. |
| 16 | Dismantling stone slabs and tiles and paver blocks of any description or thickness in floors, aprons etc. complete all as specified and as directed. |
| 17 | Material and labour for chequered cement concrete coloured tiles 30cm x 30cm x 25mm thick, set, jointed in neat cement slurry and pointed in coloured cement in floors over and including15mm thick screed bed in cement mortar 1:6 complete all as specified and as directed. |
