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| 1 | Demolition ofstone masonry built in cement mortar including all quoins, pillars, arches, retaining wall of any descriptionetc, complete all specifed and directed. |
| 2 | Except stone (reterived from item No-01 above), walling of random rubble uncoursed well bonded bedded and solidly hearted in cement mortar 1:4, ,complete all specifed and directed. |
| 3 | Excavating over areas, n exc 1.5m deep & getting out in hard / dense soil, , complete all specifed and directed. |
| 4 | Excavating over areas, exc 1.5m but n exc 3.0m deep & getting out in soft / disintegrated rock , complete all specifed and directed. |
| 5 | Rough excavationexc 1.5m and not exc 9.0m deep & getting out in hard /dense soil, , complete all specifed and directed. |
| 6 | M&L Cement concrete type D-2 1:4:8 (using 40mm graded crushed stone aggregate) as in foundation filling and mass concrete, complete all as specified and directed. |
| 7 | M&L for Reinforcementcement concrete M-25 (Design mix) using (20 mm graded crushed stone aggregate) in Foundations, including rafts, footings, foundation beams; plinth beams; bases for columns, etc; basement slabs, under-reamed piles and mass concretecomplete all as specified and directed. (Note: Reinforcement shall be measured and paid separately) |
| 8 | M&L forReinforcementcement concrete M-25 (Design mix)using (20 mm graded crushed stone aggregate)in Walls, retaining walls, basement walls and the like; any thickness; above top of footings; including attached pilasters and buttresses,complete all as specified and directed. (Note: Reinforcement shall be measured and paid separately) |
| 9 | M&L forMild steel TMT bars 10mm dia & over,cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends & binding with & including mild steel wire (annealed) not less than 0.9mmdia or securing with clips qualitycomplete all as specified and directed. |
| 10 | M&L Mild steel TMT bars 5mm dia & over upto & including 10mm dia in stirrups, spacers & binders, cut to length, bent to shape required, binding with & including mild steel wire (annealed) not less than 0.9mmdia or securing with clips quality complete all as specified and directed. |
| 11 | Formwork to sides of concrete foundations, footings, bases of columns, raft & raft beams, sides & soffits of foundation & plinth beams; and similar work,verticle or to batter Rough finished surfaces of concrete flat complete all as specified and directed. |
| 12 | Formwork to faces of walls, retaining walls, abutments, parapets & staircase railing and similar work including attached pillasters, buttresses, etc.; vertical or to better Fair finished surfaces of concrete flat complete all as specified and directed. |
| 13 | M&L for broken stone broken or bouldersfor hand packing (any thickness) at back of walls over arches etc. and raising (or lowering) to the required level complete all as specified and directed. |
| 14 | PVC (SWR) pipe 110mm bore single socketed in any length as in weep holes includingfilling of filer media complete all as specified and as directed. |
| 15 | Returning, filling in, including spreading, levelling, watering & well ramming in layers n. exc 25 cm in any type of soil, complete all as specified and as directed. |
| 16 | M&L riased pointing random rubblemasonary in CM 1:4, complete all as specified and as directed. |
| 17 | M&L for Plain cement concrete 1:2:4 type B-1 (using 20 mm graded stone aggregate) as in copings etc and in similar works including weathering, slightly rounded or chamfered angles and throating and necessary form work complete, all as specified and as directed. |
| 18 | M&L Precast cement concrete type C-1 (1:3:6)(using 20 mm graded stone aggregate)in , apex stones, bond stone posts, anchorage blocks, bonders (for stone walling), corbels, brackets, etc.(of any section indicated), with plain fair faces, including chamfers, weatherings, throating etc. and setting in CM(1:4) with joints to match, complete, all as specified and as directed. |
| 19 | Removing excavated soil exc. 50m but n exc 100m & depositing where directed at a level n exc. 1.5 m above the starting point , all as specified and as directed. |
| 20 | Demolition of cement concrete of any description and in any position, provided for completeall as specified anddirected. |
| 21 | Surface excavation n.exc 30cm deep & averaging 15 cm deep and getting out in Hard / dense soilcompleteall as specified anddirected. |
| 22 | M&L forhardcore of guage n exc 63mm deposited spread and levelled in layer n exc 15cm thick watered and rammed to a true surface,completeall as specified anddirected. |
| 23 | M&L for Plain Cement concrete type C-2, 1:3:6 (using 40mm graded crushed stone aggregate) as in foundation filling and mass concrete, complete all as specified and directed. |
| 24 | M&L for pressed precast concrete interlocking pacve block any shape and size confirming to IS-15658-2006 of 100mm thickness M-50 Grade with grey cement and no pigment complete all as specified and directed. |
| 25 | Providing and laying in position to the required line, level and curvature at or near ground level factory made Kerb Stone of M-25 grade cement concrete, jointed with cement mortar 1:3 including making joints with or without grooves (thickness of joints shall not be more than 5mm except at sharp curves) including making drainage opening wherever required complete all as specified and as directed. |
| 26 | M&L for Providing cement concrete type B-1, 1:2:4 (using 20mm graded crushed stone aggregate))as in lintels upto 1.5m clear span, cills, steps; seismic & other similar bands, plinth courses, string courses, lacing courses, parapets and railings upto 60 cm in height, copings, kneelers, apex stones, bed plates, water troughs and the like including weathering, slightly rounded for chamfered angles and throating, complete all as specified and as directed. |
| 27 | Sand filling under floors/tiles or in foundation including watering & consolidation complete all as specified and as directed. |
| 28 | M&L for200mm thick PCC type B-2, (1:2:4) using 40mm graded stone aggregate as in floor, hardstanding including necessary formwork and duly floated with surface vibrator and finish the concrete surface even and smooth without using extra cement complete all as specified and as directed . |
| 29 | Forming contraction joint (Dummy) 65mm deepx10mm wide filled with sealing compound grade B complete all as specified and as directed . |
| 30 | Forming 12mm thick expansion joints filled with pre-formed bituminous filler and top 30mm primed and sealed with sealing compound grade B thickness of concrete slab 200mm, complete all as specified and as directed . |
| 31 | Dismantling of tiles of and description any description or thickness in floors aprons etc laid dry and pointed , complete all as specified and as directed . |
| 32 | Machine pressed precast concrete interlocking paver block any shape and size confirming to IS 15658-2006 of any thickness or any Grade with grey cement and no pigment (Except tiles)complete all as specified and as directed . . |
