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| 1 | Demolition of brick work or stone/boulder masonary built in cement mortar incl all quions arches, pillar or any other descrption 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 | Dismantling wrought iron or mild steelwork of any description not otherwise provided for complete all as specified and directed. |
| 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 500 mtrs outside the periphery of the area complete all as specified and directed by Engineer-in-Charge. |
| 5 | Excavating in post holes (or similar holes) each n exc 0.5 cu. m, in any types of soil getting out, returning, filling in and ramming earth or broken rubble mixed with earth around, in layers not exceeding 50 cm, complete all as specified and directed. |
| 6 | Excavation in trenches in any type of soil not exceeding 1.50 meter wide and not exceeding 1.5 meter in depth; for foundation or for shafts, wells, cesspits, manholes, pierholes, etc. not exceeding 10 sq. m on plan and getting out complete all as specified. |
| 7 | Removing of surplus soil/ excavated material to a distance not exceeding 250 metre and depositing where directed at a level not exceeding 500m above the starting point complete, all as specified and directed by Engineer-in-Charge. |
| 8 | Raking out joints/ pointing to brick work in walls or to bricks on edge in floors, surface channels, roofs, etc compound complete all as specified and directed. |
| 9 | 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. |
| 10 | 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. |
| 11 | Material and labour for providing precast concrete as in RCC slabs in type B-1, 1:1.5:3 (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 |
| 12 | Plain cement concrete (1:3:6) type C-2,using 40 mm graded stone aggregate as in foundations, post hole, filling and mass concrete, etc complete all as specified and directed by Engineer-in-Charge. |
| 13 | Plain cement concrete (1:4:8) type D-2,using 40 mm graded stone aggregate as in foundations, filling and mass concrete, sub base etc complete all as specified and directed by Engineer-in-Charge. |
| 14 | Reinforced concrete pipes 300 mm bore, class NP2, laid in level or to falls in trenches, etc.or on concrete bed or directly on hard ground as indicated and making joints and testing as specified complete with collars.all as directed by Engineer-in-Charge. |
| 15 | Reinforced concrete pipes 450 mm bore, class NP2, laid in level or to falls in trenches, etc.or on concrete bed or directly on hard ground as indicated and making joints and testing as specified complete with collars.all as directed by Engineer-in-Charge. |
| 16 | Use & waste of formwork to faces of walls,retaining walls, abutments,parapets and staircase railings and similar work including attached pillasters, buttresses,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 |
| 17 | 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 1:6 complete all as specified and directed by Engineer-in-Charge. |
| 18 | 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. |
| 19 | 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 but EXCEPT BRICKS complete all as specified and directed by Engineer-in-Charge. |
| 20 | Brick work with sub class 'B' bricks, class designation 100, old size bricks, straight or curved on plan exceeding 6.00 metre mean radius in half brick,laid in edge, as in floor, bedded ad jointed in cement mortar 1:4 complete all as specified and directed by Engineer-in-Charge. |
| 21 | Rendering 15 mm thick in cement mortar 1:4 over brick or concrete surfaces finished even and smooth without using extra cement, complete all as specified and directed by Engineer-in-Charge. |
| 22 | Hardcore of broken stone or boulder gauge n exc. 63 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.. |
| 23 | 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 |
| 24 | 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 |
| 25 | Material and labour for fiber glass reinforced translucent plain steel shet 2 mm thick of any colour as in roof covering/ cladding to wall, fixed with coach screws and washer etc complete all as specified and directed. |
| 26 | Supply and fixing Fe 410-W (Gde E-250) quality A Steel work in tubular trusses including special shaped washer etc. complete using ERW or induction butt welded tubes conforming to I. S.4923-1997 grade St.-240. |
| 27 | Supply and fixing Rolled sections as in vertical post,framing for cladding, glazing and the like fixed with angle cleats and connecting plates, etc. complete all as specified and directed. |
| 28 | TMT mild 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 | TMT mild steel bars 6mm to 8mm 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. |
| 30 | Framed work as in doors or gates of angle or other section with gusset plates, rails,braces, etc.,grating grill 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. |
| 31 | Supply and fixied Fe 410-W (Gde E- 250) quality A Plates (plain or chequered)channels, square cut or notched (ordinary and counter sunk) forming holes, without any attachment complete all as specified and directed. |
| 32 | 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. |
| 33 | 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 all as specified and directed. |
| 34 | Providing and laying 80mm thick factory made chamfered edge cement concrete paver block of M-40 grade with approved colour \\"Red and 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 directed. |
| 35 | Providing and laying 60mm thick factory made chamfered edge cement concrete paver block of M-35 grade with approved colour \\"Red and 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 directed. |
| 36 | Note: For the purpose of arriving at Net contract sum amount, the amount of credit schedule i.e Sch 'A' section II (i.e Rs 20,000.00 shall be deducted from the total amount arrived. |
| 37 | Total of Schedule 'A' Rs. Please Enable Macros to View BoQ information |
