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| 1 | Taking down Cement plaster or cement lime plaster on brick or stone walls including raking out joints, hacking for key & scrubbing down with water etc complete including disposal of unservicable rubbish outside Cantt area all as specified and directed by Engineer-in-Charge. |
| 2 | Demolition of Cement concrete unreinforced as in Ground Floor and paving n. exc. 15cm thick (above or below G.L.) complete including disposal of unservicable rubbish outside Cantt area all as specified and directed by Engineer-in-Charge. |
| 3 | Demolition of Stone slabs and tiles of any description or thickness in floors, aprons etc, removing rubbish off the premises complete all as specified and directed by Engineer-in-Charge. |
| 4 | Surface excavation n.exc. 35 cm deep in soft/loose soil and getting out in and including clearing all grass vegetation, saplings, shurbs, brush woods under growth roots and trees not exceeding 15cm girth (measured one metre abive ground level ) and removing rubbish upto a distance of 50 mtrs outside the periphery of the area complete all as specified and directed by Engineer-in-Charge. |
| 5 | Excavating in trenches in soft/loose soil, n exc1.5 m wide, 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 getting out as directed by Engineer-incharge complete, all as specified. |
| 6 | Returning, filling in, including spreading, leveling, watering and well ramming in layers not exc 25 cm thick each,excavated soil in soft/loose soil, complete, all as specified and directed by Engineer-in-Charge. |
| 7 | Removing of surplus soil/ excavated material to a distance exceeding 250 metre and not exceeding 500 metre and depositing where directed at a level not exceeding 1.5m above the starting point complete, all as specified and directed by Engineer-in-Charge. |
| 8 | Hardcore of broken stone or boulder gauge n exc. 40 mm, deposited, spread and levelled in layers n exc. 15 cm thick, watered and rammed to a true surface etc complete all as specified and directed by Engineer-in-Charge.. |
| 9 | Plain Cement concrete (1:4:8) type D-2,using 40 mm graded mechanically crushed stone aggregate as in foundation,sub base,path,floor,hardstanding complete all as specified and directed by Engineer-in-Charge. |
| 10 | Plain cement concrete 1:2:4 type B-0 using 12.5 mm graded crushed stone aggregate as in cills, steps, bands, copings,paver block end locking ,benching rounded or chamfered on edges with and including using necessary use and waste of formwork for fair finished surface and forming the finished drain using extra cement complete all as specified and directed by Engineer-in-Charge. |
| 11 | Plain cement concrete 1:3:6 type C-1 using 20 mm graded crushed stone aggregate as in surface channels ,drains,paver block end locking ,benching rounded or chamfered on edges with and including using necessary use and waste of formwork for fair finished surface and forming the finished drain using extra cement complete all as specified and directed by Engineer-in-Charge. |
| 12 | Material and labour for providing precast concrete as in RCC slabs in type B-1, 1:2:4 (20 mm graded stone aggregate) as in manhole cover slabs for man holes etc.) water troughs, mangers, shelves and similar articles etc in cement mortar 1:6 complete all as specified and directed |
| 13 | Reinforced Cement Concrete Design Mix M-25 using 20mm graded mechanically crushed stone aggregate as in foundations including rafts,footings,foundation beams,plinth beams,bases for columns,basement slabs,under reamed piles and mass concrete and the like complete all as specified and directed by Engineer-in-Charge. |
| 14 | Reinforced Cement Concrete Design Mix M 25 using 20mm graded mechanically crushed stone aggregate as in Columns, pillars, piers, posts and struts and the like; any thickness; above top of footings; including attached pilasters and buttresses and the like complete all as specified and directed by Engineer-in-Charge. |
| 15 | 75 mm thick, cement concrete type C-1, 1:3:6 using 20 mm graded stone aggregate, finished even & smooth without using extra cement, as in plinth protection, complete all as specified.Plinth protection shall be laid in 1:20 slope and joint filling sealed with bituminous sealing compound grade \\"A\\" . |
| 16 | 25 mm thick Cement concrete (1:2:4) type B-0,using 12.5 mm graded mechanically crushed stone aggregate as in profile corrective course etc. in flooring with rough finish complete all as specified and directed by Engineer-in-Charge. |
| 17 | Providing and laying at or near ground level factory made kerb stone of type B-1, 1:2:4 (20mm graded aggregate) 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 complete all as specified and directed. |
| 18 | Supply and fixing rolled mild steel as in roof trusses (framed), trussed,purlins, crane gantries, rails and fastenings and heavy bracket framing (Beam, tee, angle, channel or flat sections) including distance pieces, cleats conforming to Fe-290 (Gde E-165) complete all as specified and directed by Engineer-in-Charge. |
| 19 | Supply and fixing Rolled mild steel sections as in vertical posts,framing for cladding, glazing and the like fixed with angle cleats and connecting plates, etc. conforming to Fe-290 (Gde E-165) complete all as specified and directed by Engineer-in-Charge. |
| 20 | Mild steel screw bolts (machine made) with hexagonal or square heads at one end and screwed the other, or screwed both ends, each screwed end to be fitted with washers and one hexagonal or square nut, exc 5 cm but not exc 10cm long with dia of shank 11 to 15 mm complete all as specified and directed by Engineer-in-Charge. |
| 21 | Supply and fixing Mild steel Plates (plain or chequered) channels, square cut or notched (ordinary and counter sunk) forming holes, without any attachment Fe-410, Complete all as specified and directed. |
| 22 | Framed work as in doors or gates of angle or other section with gusset plates, rails,braces, etc., complete, drilled for fixing of steel sheeting or other covering. Doors,tank staging etc. to be prepared for hanging or sliding with and including either hooks and hinges or steel hanging door fittings (exclusive of steel sheeting or other covering,running rails and guides) and hanging; also fastening and fixing complete conforming to Fe-290 (Gde E-165) complete all as as specified and directed by Engineer-in-Charge. |
| 23 | Steel rolling shutters ( Thickness of lath 1.25 mm) with out ball bearing, as specified including top cover, anchoring rod, hasp and staple and one shop coat of primer;erected in position as indicated, complete: gear operated type with bevel gear box and crank handle etc complete all as specified and as directed by Engr-in-charge.Colour to be decided by GE |
| 24 | Safety lever locks mild steel with 4 levers for rolling shutters complete as per site requirement, all as specified and directed by Engineer-in-charge. |
| 25 | Pre-painted galvalume aluminium zinc coating GI based corrugated steel sheet 0.50mm thick of any colour having tensile strength of 550Mpa as in roof covering/cladding to wall, fixed with self tapping screws,hooks etc complete all as specified and as directed by Engr-in-charge.Colour to be decided by GE |
| 26 | Pre-painted galvalume aluminium zinc coating GI based plain steel sheet 0.50mm thick of any colour having tensile strength of 550Mpa as in roof covering/cladding to wall, fixed with self tapping screws,hooks etc complete all as specified and as directed by Engr-in-charge.Colour to be decided by GE |
| 27 | TMT steel bars 5mm dia and over upto and including 10mm dia in stirrups, spacers and binders 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 by Engineer-in-Charge. |
| 28 | TMT steel bars 10mm dia and over, of grade Fe-500D 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 by Engineer-in-Charge. |
| 29 | Preparation of new or previously untreated steel surfaces of any description over 10 cm width or girth and applying two coats of synthetic enamel paint over a coat of red oxide primer complete all as specified and directed by Engineer-in-Charge. |
| 30 | Brick work with sub class 'B' bricks, class designation 100, old size bricks, straight or curved on plan exceeding 6.00 metre mean radius built in cement mortar 1:4 complete all as specified and directed by Engineer-in-Charge. |
| 31 | Rendering 15 mm thick in cement mortar 1:4, on fair faces of brick or concrete surfaces , trowelled to even and smooth surface without using extra cement, complete all as specified and directed by Engineer-in-Charge. |
| 32 | Rendering 10 mm thick in cement mortar 1:6, on fair faces of brick or concrete surfaces , finished even and smooth surface without using extra cement, complete all as specified and directed by Engineer-in-Charge. |
| 33 | Use & waste of formwork to sides of pillars,posts, struts, piers, columns and stanchions,etc.; vertical or to batter surfaces of concrete etc. (rough finished flat surfaces of concrete), complete all as specified and directed by Engineer-in-Charge |
| 34 | Use & waste of formwork to sides of concrete foundation,footings,bases of columns,raft and raft beams,sides and soffits of foundation and plinth beams and similar works,vertical or to batter surfaces of concrete etc. (rough finished flat surfaces of concrete), complete all as specified and directed by Engineer-in-Charge. |
| 35 | Machine cut Kota stone slab flooring 40-50 mm thick,SIZE 55 CM x 55 cm laid over & including 20 mm thick screed bed in cement mortar 1:4 and jointed with grey cement slurry mixed with pigment to match the shade of the slab including rubbing and polishing (mirror finish) complete all as specified and directed by Engineer-in-Charge. |
| 36 | Machine cut Kota stone slab 20-25 mm thick as in skirting, dado and pillars etc , laid over & including 10 mm thick rendering in cement mortar 1:4 and jointed with grey cement slurry mixed with pigment to match the shade of the slab including rubbing and polishing (mirror finish) complete all as specified and directed by Engineer-in-Charge. |
| 37 | Providing and laying 80mm thick factory made chamfered edge cement concrete paver block of M-40 grade with approved colour Red & Yellow, design & pattern as in footpath, 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 coarse 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 fine sand and cutting of paver block as per required size and pattern, finishing and sweeping extra sand; complete all as specified and directerd. |
| 38 | Preparation of surfaces of walls brooming down, applying one coat of white cement based wall care putty after applying emery paper or sand paper and two coats of weather proof emulsion paint(Ist quality) Apex (internal/ external wall surfaces over a coat of primer damp shealth per manufacturers instructions etc complete all as specified and directed by Engineer-in-Charge. |
| 39 | Total of Schedule 'A' Rs. Please Enable Macros to View BoQ information |
