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| 1 | Demolition of cement concrete unreinforced in ground floors, kota stone, granite flooring, tiles flooring and pavings not exceeding 15cm thickness (below or above ground level) and removal unserviceable materials, debris and rubbish outside MoD land and location to be find out by contractor himself complete all as specified & directed by Engineer-in-charge. |
| 2 | M&L plain cement concrete (1:4:8) type D-2 using 40 mm graded crushed stone aggregate as in foundation, filling and mass concrete complete all as specified & directed by Engineer-in-charge. |
| 3 | M&L plain cement concrete (1:2:4) type B-1 using 20 mm graded crushed stone aggregate as in flooring/ hard standing path in alternate bays area not exceeding 2 Sqm each panel & joints filled with bitumen mastic (1:3) i.e.one part of bitumen and 3 parts of sand, and concrete surface even & smooth without using extra cement complete all as specified & directed by Engineer-in-charge. |
| 4 | Demolition of Re-inforced Cement Concrete in any position and any description including cutting of reinforcement bars to facilitate demolition complete all as specified and directed by Engineer-in-charge.Note : Cost for use of scafolding upto 10 mtr height of building is including in this item. |
| 5 | M&L RCC 1:2:4 type B-0 (using 12.50 mm graded stone agg) as required complete all as specified and directed by Engineer-in-charge.Note : Cost for use of scafolding upto 10 mtr height of building is including in this item. |
| 6 | Formwork to sides of concrete foundations, footings, bases of columns, raft and raft beams, sides and soffits (if any) of foundation and plinth beams; and similar work; vertical or to batter, for rough finished concrete surfaces all as specified & directed. |
| 7 | M&L Mild steel TMT bars 10mm dia and over as in reinforcement cut to length bent to shape required including bending,cranking and hooking ends and binding with and including MS wire (annealed) not less than 0.90mm dia complete all as specified & directed. |
| 8 | M&L Mild steel TMT bars 6 to 8 mm dia as in reinforcement cut to length bent to shape required including bending,cranking and hooking ends and binding with and including MS wire (annealed) not less than 0.90mm dia complete all as specified & directed. |
| 9 | M&L for taking down and removal of loose / disintegrated old concrete / plaster and applying average 15mm thick bonding coat of modified styrene butadiene Emulsion (SBR Bonding agent i.e. Nitobond SBR 45) in proportion 1 (Nitobond SBR 45) : 1(water) : 3 (OPC) by volume with the brushes etc to bind New Cement plaster/ polymer Modified plaster/ concrete/ screed concrete with old surface etc complete.Note : Cost for use of scafolding upto 10 mtr height of building is including in this item. |
| 10 | M&L applying average 10mm thick plaster with polymer modified mortar fortified with SBR (Nitobond SBR 45 ) in proportion 1:3 (cement & sand) with mixing Nitobond @ 5 litres/Bag of cement, finished surface to match with existing adjoining surface of ceiling, Chajjas, facia, beams and alike complete. Note : Cost for use of scafolding upto 10 mtr height of building is including in this item. |
| 11 | Dismantling steel work in tubular turesses including saperating and stagging of items complete all as specified and directed by Engineer-in-charge |
| 12 | S&F Framed work such as grills, gratings, etc.. with ends of bars shouldered and/or riveted, or forged into spikes; framed guard bars; barred iron doors; ladders; framed balusters; walk ways; railings; framework of water tanks and similar work conforming to Fe.290.Gde-E-165 |
| 13 | S&F 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, length of bolt exc 22.5 cm and n exc 30cm long and dia 16 to 20 mm complete all as specified & directed. |
| 14 | M&L Steel work in tubular trusses including special shaped washer etc. complete using ERW or induction butt welded tubes conforming to I. S.1161- 1979 grade St.-240 |
| 15 | Dismantling Plain or corrugated steel sheeting, any gauge, thickness, including removal of materail complete all as specified and directed by Engineer-in-Charge. |
| 16 | S&F Pre- painted galvalume aluminum zinc coating GI based corrugated steel sheet 0.50mm thick of an colour having tensile strength of 550 Mpa as in roof covering/cladding to wall, fixed with self tapping screws as specified |
| 17 | M&L preparation of old steel surface of any description, over 10 cm width or girth, not otherwise described and applying two coats of synthetic enamel paint (ordinary tint) over a coat of red- oxide, zinc chrome primer complete all as specified & directed. |
| 18 | Dismantling stone slab,interlocking paver blocks & tiles of any description or thickness in floors, aprons etc laid dry or laid dry and pointed, stacking serviceable material and removal unserviceable materials, debris and rubbish to a distance not exceeding 100m complete all as specified & directed by Engineer in charge. |
| 19 | M&L 60 mm thick, M-35 grade, machine pressed precast concrete inter locking paver block with grey cement and pigment, confirming to IS 15658-2006, shape & size as approved by Engineer-in-charge, laid over and including 25mm thick sand cushioning complete all as specified & directed by Engineer-in-charge. |
| 20 | Laying only 60 mm thick, M-35 grade, machine pressed precast concrete inter locking paver block with grey cement and pigment, confirming to IS 15658-2006, obtained from dismantling laid over and including 25mm thick sand cushioning complete all as specified & directed by Engineer-in-charge. |
| 21 | M&L 60 mm thick, M-35 grade, rubber moulded, machine pressed precast concrete inter locking paver block using colour pigment, confirming to IS 15658-2006, shape & size as approved by GE, laid over and including 25mm thick sand cushioning complete all as specified & directed by Engineer-in-charge. |
| 22 | 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 complete all as specified & directed by Engineer in charge. |
| 23 | Excavating in post holes or similar holes each not n exc 0.50 cu.m,getting out any type of soil,returning,fillig in and ramming earth or broken rubble mixed with earth around, in layers not exceeding 25cm complete all as specified and directed by Engineer in charge. |
| 24 | Dismantling posts or struts (wood, steel or RCC) any section, including taking out embedded portion from natural ground and making good disturbed ground complete all as specified and directed by Engineer-in-Charge. |
| 25 | Dismantling posts or struts (wood, steel or RCC) any section, including taking out embedded portion from concrete, brick work, masonry, etc. and making good disturbed ground complete all as specified and directed by Engineer-in-Charge. |
| 26 | S&F Hand rails, half round or other steel section or core for wooden hand-rail straight portion, drilled and countersunk for balusters running bars, for doors, balusters, nosing to steps including embeding in concrete and screwing etc. wind ties for roof including securing bolts, posts and struts in fencing including cutting tops to shape as directed, drilling holes, notching for wire, etc.; flat iron fillets (for securing wire mesh etc.) including all necessary drilling, bolting or riveting, etc., and similar work ; confirming to Fe-290Gde E-165 complete all as specified & directed by Engineer-in-charge. |
| 27 | Dismantling fencing wire mesh, any type and size complete all as specified & directed by Engineer-in-charge. |
| 28 | Fixing only chain link fencing including line wires round or square, any mesh,size and type to any type of standards,rails , straining bolts, etc including provision of binding wire complete as specified & directed by Engineer-in-charge |
| 29 | Supply only chain link MS galvanised fencing, any size or type (size as approved by AGE(I)) complete all as specified and directed by Engineer-in-charge. |
| 30 | Dismantling of brick work or stone/boulder masonary built in cement mortor including all quoins, arches, pillars etc complete all as specifide. |
| 31 | M&L Squared rubble walling, Jodhpur type brought upto courses, well bonded, bedded and solidly hearted, built in CM 1:6 |
| 32 | Ditto as above but except stone complete all as specified and directed by Engineer-in-charge. |
| 33 | Racking out joints/ pointing to squared rubble masonry built in cement mortar or cement lime mortar, coursed or uncoursed in walls not less than 12mm deep, washing the joints, removing rubbish off the premises and keeping the surface to pointed or plastered wet for two days prior to re-pointing or plastering complete all as specified & directed by Engineer-in-charge. |
| 34 | M&L keyed pointing in cement mortar (1:3) to squraded rubble masonary coursed or un coursed complete all as specified & directed by Engineer-in-charge. |
| 35 | M&L rubble moulded chequered cement concrete tiles 30cm x 30cm x 20-25 mm thick, using colour pigment, set, jointed with neat cement slurry and pointed with white cement and pigment to match over and including screed bed or bedding layer of 20mm thick in CM (1:4) all as specified and directed by Engineer-in-charge. |
| 36 | M&L for precast cement concrete louvres, pillers and jallies, 1:2:4 Type B0 using 12.5 mm graded crushed stone aggregate 50 mm thick (measured solid), including all mouldings set in cement mortar 1:4 complete all as specified & directed by Engineer-in-charge. |
| 37 | Dismantling stone slab,interlocking paver blocks & tiles of any description or thickness in floors, aprons etc laid dry or laid dry and pointed, stacking serviceable material and removal unserviceable materials, debris and rubbish to a distance not exceeding 100m complete all as specified & directed by Engineer in charge. |
| 38 | M&L Machine cut stone slab 75 mm thick dressed true & square, in one length not less than 60 cm & n exc, 300 cm as in sun-shades, chajjas, shelves, cills, landings, cover stones for drains,manhole cover, templates, coping of boundary wall etc, set in cement mortar 1:4 complete all as specified & directed by Engineer-in-charge. |
| 39 | Cleaning/ taking out sludge/mud/silt from manhole and septic tanks of any size, depth and capacity by manually or mechanically in foul condition including dewatering septic tank and manholes when ever required including removing of sludge/muds/silt in a closed container vehicle to a distance outside MD land and or buried in pits by making necessary excavation for filling of sludge and covering by earth on top properly complete all as specified and directed by Engineer-in-charge. Note:- Sludge/muds/silt including water shall be measured before taking out from manholes/septic tank. |
| 40 | Taking out muddy/ sewage water from soakage pit/ septic tanks of any size, depth and capacity by using of mechanical sewage/ mud water disposal pump set and dispossed off muddy/ sewage water in a closed container vehicle to a distance outside MD land. Note:- All labour and T&P i.e. sewage water pump set, diesel, transportation of pump set from one place to other place, suction pipe, delivery pipe and manpower, prepair approach to working site/ point etc required for above work, shall be deemed included in unit rates quoted by the contractor and nothing extra shall be admissible on this account. Please Enable Macros to View BoQ information |
| 41 | Taking out muddy/ sewage water from soakage pit/ septic tanks of any size, depth and capacity by using of mechanical sewage/ mud water disposal pump set and dispossed off muddy/ sewage water in a closed container vehicle to a distance outside MD land. Note:- All labour and T&P i.e. sewage water pump set, diesel, transportation of pump set from one place to other place, suction pipe, delivery pipe and manpower, prepair approach to working site/ point etc required for above work, shall be deemed included in unit rates quoted by the contractor and nothing extra shall be admissible on this account. Please Enable Macros to View BoQ information |
