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| 1 | Surface excavation n exc 30 cm and averaging 15 cm and getting out in soft/loose soil. |
| 2 | Removing excavated material n exc 50 mtr and depositing where directed at a level n exc 1.5m above the starting point. |
| 3 | M&L 75 mm thick PCC 1:3:6, type C-2 (using 40 mm graded agg) as in sub base complete all as specified |
| 4 | 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 of stone aggregate. |
| 5 | M&L for Providing and laying 60mm thick factory made chamfered edge cement concrete paver block of M-35 grade with approved colour, design & pattern as in footparth, parks, lawns, drive ways or light traffic parking etc., of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over and including 50mm thick compacted bed of fine sand, compacting and proper embedding/ laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand complete all as specified |
| 6 | Providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete 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 |
| 7 | 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, pier holes, etc. n exc 10 sq m on plan and n exc 1.5 m in depth and getting out in soft/loose soil. |
| 8 | 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, pier holes, etc. n exc 10 sq m on plan and exc 1.5 m but n.exc 3.0 m in depth and getting out in soft/loose soil. |
| 9 | Returning fillng in , including spreading , levelling , watering and well ramming in layers not exc 25cm complete all as specified and directed. |
| 10 | Removing excavated material n exc 50m and depositing where directed at a level n exc 1.50M above the starting point complete all as specified and directed. |
| 11 | M&L for PCC 1:4:8 type D-2 (using 40mm graded stone aggregate) as in fdn, floors etc complete all as specified and directed. |
| 12 | M&L for RCC M-25 (Design Mix) (using 20mm graded stone aggregate) as in foundation footing, Plinth, lintel / roof beam complete all as specified and directed. |
| 13 | M&L for RCC M-25 (Design Mix) (using 20mm graded stone aggregate) Columns, pillars, piers, posts and struts complete all as specified and directed. |
| 14 | M&L for RCC M-25 (Design Mix) (using 20mm graded stone aggregate) as in Slabs supported on walls, beams and columns in floors, roofs, landings, balconies, canopies, deck slabs complete all as specified and directed. |
| 15 | M&L for 10 mm dia TMT Bar 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 complete all as specified and directed. . |
| 16 | M&L for 6 to 8mm dia TMT Bar 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 as in spacers & biinders complete all as specified. |
| 17 | M&L for 6 to 10 mm dia TMT Bar 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 as in stirrups complete all as specified and directed. |
| 18 | S&F form work to sides of concerte, foundation, footings base of columns, raft and raft beams, sides and soffits (if any) of foundation and plinth beams and similar work vertical or to butter as specified and directed by GE. |
| 19 | S&F Formwork to soffits of suspended slabs such as roof slabs, roof beam floor slabs, landings and similar work; not exceeding 200mm thick (Horizontal or sloping) as specified and directed. |
| 20 | M&L for RCC M-25 (Design Mix) (using 20mm graded stone aggregate) as in Chajjas complete all as specified and directed. |
| 21 | Formwork to chullah hoods, chajjas, troughs and similar items including edges complete all as specified |
| 22 | M&L for Fly Ash Brick work with old size briccks having crushing strngth not less than 75kg/sqcm, straight or curved on plan bricks built in cement mortar 1:6 complete all as specified and directed. |
| 23 | M&L for 15mm thick rendering on brick work or concrete surface in CM 1:4 mixed with WPC @ 2% by weight of cement finishing the surface fair & even complete all as spfd and directed. Note:- WPC shall be measured and paid saperately. |
| 24 | M&L for rendering 15 mm thick in CM 1:6 on brick masonary wall surfaces or on other than fair faces of brick masonry finished even and smooth without using extra cement complete all as specified and directed by GE. |
| 25 | M&L for rendering 10 mm thick in CM 1:3 as on concerete surface on ceilings finished even and smooth without using extra cement complete all as specified and directed by Engineer-in-Charge. |
| 26 | M&L for Hard core broken brick gauge n exc 63mm, deposited spread and levelled in layers n exc 15 cm thick, watered and rammed to a true surface complete all as specified and directed by GE. |
| 27 | M&L for 75 mm PCC 1:4:8 type D-2(40 mm graded stone aggregate ) as in sub base complete all as specified and directed by GE. |
| 28 | M&L screed bed or bedding layer of mortar, 15 mm thick, in cement mortar 1:4 with WPC on roof surfaces complete all as specified and directed by GE. |
| 29 | M & L for machine cut kota stone slab flooring 20-25mm thick including 20 mm thick cement screed base in CM 1:6 laid and jointed with grey cement slurry mixed with pigment to match the shade of the slab including rubbing and polishing complete |
| 30 | M & L for machine cut kota stone slab 20-25mm thick, as in riser of steps, skirting, dado and pillar including 10 mm thick cement plaster in CM 1:4 laid and jointed with grey cement slurry mixed with pigment to match the shade of the slab including rubbing and polishing complete. |
| 31 | M&L for Non- skid coloured ceramic tiles 7 to 8mm thick (square / rectangular) area of each tile exceeding 0.11 sqm but not exceeding 0.18 sqm, in floors etc. set and jointed in neat cement slurry and pointed in white or coloured cement to match the shade of tile complete all as specified and directed. |
| 32 | M & L for 7 to 8 mm thick glazed coloured ceramic tiles (square/ rectangular) with border , area of each tile area (300 x 450/300 x 600 mm size approved by GE), as in vertical surfaces such as skirting or dado set & jointed in neat cement slurry & pointed in coloured cement to match the shade of tiles complete all as specified and directed. |
| 33 | Supply only liquid water proofing compound |
| 34 | M&L for 75 mm thick cement concrete 1:3:6 type C-2 (using 40 mm graded stone aggregate)as in plinth protection finished even and smooth without using extra cement including forming necessary joints 12 mm wide to the full depth of PCC at every 3 metres and every change of direction and filling the same with & including bitumen and sand 1:3 by weight complete with and including necessary form work etc complete all as specified and as directed by GE. Please Enable Macros to View BoQ information |
| 35 | M&L for 75 mm thick cement concrete 1:3:6 type C-2 (using 40 mm graded stone aggregate)as in plinth protection finished even and smooth without using extra cement including forming necessary joints 12 mm wide to the full depth of PCC at every 3 metres and every change of direction and filling the same with & including bitumen and sand 1:3 by weight complete with and including necessary form work etc complete all as specified and as directed by GE. Please Enable Macros to View BoQ information |
