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| 1 | Dismantiling of AC sheets / Galvolume sheet / GI sheet Corrugated or Semi corrugated etc in roof coverings complete all as specified and directed by Engineer-in-Charge |
| 2 | M &L 6 mm thick Asbestos Cement sheet corrugated or semi corrugated in roofs, walls etc and fixed with J or L hook or cranked bolts with washers etc. complete all as specified and directed by Engineer-in-Charge. |
| 3 | M & L for asbestos cement two pieces adjustable serrated ridge for corrugated and semi corrugated sheet 6mm thick fixed with J or L hook and cranked bolts woth washers etc. complete all as specified and directed by Engineer-in-Charge. |
| 4 | S&F for 2mm thick fibre glass reinforced transulent corrugated sheeting with two corrugate side lap fixed with 'L' or 'J' type hook fixed in roof ,wall etc complete all as specified and directed by Engineer-in-Charge. |
| 5 | S & F for pre-painted galvalume aluminium zinc coating GI based corrugated steel sheet 0.50 mm thick of any colour having tensile strength 550 Mpa as in roof covering/ cladding to wall, fixed with self tapping screws complete all as specified and directed by Engineer-in-Charge.Note: Rate quoted deemed to include cost of making good disturbed masonry surface to match with existing etc using PCC 1:2:4/brick work/cement mortar 1:4 complete all as specified and directed by Engineer-in-Charge. |
| 6 | S & F for pre- painted galvalume aluminum zinc coating GI based plain steel sheet 0.50mm thick of any colour having tensile strength of 550 Mpa as in roof overing/ cladding to wall, fixed with self tapping screws complete all as specified and directed by Engineer-in-Charge. |
| 7 | Supplying & Fixing of bird proofing net 2.5mm thick, 30mm mesh size, HDPE braided net including tying with nylon wire/GI wire (upto 15.0m height) as per manufacturer's instructions including taking down old bird proofing net of any description all as specified and as directed.Note:- The work shall be executed upto 15 m height from GL. The contractor should make his own arrangement for mechanical equipment like boom lift/crane and/or steel tubular scaffolding for tying the bird proofing net. Contractor should take care of all necessary precautionary safety measures while doing the work. The rate quoted by the tenderer is deemed to be inclusive of the same and no claim whatsoever on this account is admissible. |
| 8 | Labour only for securely tying/ tightening the loose Bird proofing net with required GI/PVC/ Nylon wire for securing as required at a height upto 15m from the FFL at various laoctions in technical area complete all as directed by Engr-in-Charge.Note:- The work shall be executed upto 15 m height from GL. The contractor should make his own arrangement for mechanical equipment like boom lift/crane and/or steel tubular scaffolding for tying the bird proofing net. Contractor should take care of all necessary precautionary safety measures while doing the work. The rate quoted by the tenderer is deemed to be inclusive of the same and no claim whatsoever on this account is admissible complete all as specified and directed by Engineer-in-Charge. |
| 9 | Taking down steel rolling shutters pull and push type not exceeding 14 Sqm of clear opening each including hood cover and cleaning the sides of shutters, suspension shaft and guide channels and greasing al the moving parts of rolling shutters and straining of rolling shaft, tightening and re-fixing the same incl hood cover complete all as specified and directed by Engineer-in-Charge. |
| 10 | M&L cleaning and greasing all moving parts of hanger MS door shutter of area exc 20 Sqm, straightening the member if any as required for smooth functioning of hanger door complete all as specified and directed by Engineer-in-Charge. |
| 11 | M&L for welding in repairs exc 6mm and not exc 9mm in thickness and not exc 2.5cm in length complete fixed in position complete all as specified and directed by Engineer-in-Charge. |
| 12 | M&L for welding in repairs exc 6mm and not exc 9mm in thickness exc 2.5cm not exc 5cm in length complete fixed in position complete all as specified and directed by Engineer-in-Charge. |
| 13 | Dismantling wall and ceiling boards (fibre, pulb, insulation etc) or insulation boards slabs/blankets any thickness including cover fillets complete all as specified and directed by Engineer-in-Charge. |
| 14 | S & F for true or horizontal level 600mmx600mm panels, false ceiling, hot dipped galavnised steel sections exposed surface with precoated capping, main tee of size 24x32mm at every 1200mm c/c and cross tee of size 24x27mm (1200mm & 600mm long) at every 600mm c/c and wall angle of size 19x19mm fixed to perimetere wall, as per manufacturer's instructions, grid to be suspended at every 1200mm c/c in both directions by using 2mm dia pre-straightened GI wire at every 1200mm internal at the main tee, including 7-8mm thick gypsum board of size 600mm X 600mm with rear side aluminium foil and front side PVC lamination, complete all as specified and directed by Engineer-in-Charge. |
| 15 | Dismantling wrought iron or mild steel work of any description not other wise provided for complete all as specified and directed by Engineer-in-Charge.. |
| 16 | S & F for MS framed structure 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 of Grade Fe 410 -W (Gde- E- 250) quality- A etc. complete all as specified and directed by Engineer-in-Charge. |
| 17 | S&F for Rolled sections as in main and cross beams, hip and jack rafters; purlins where connected to common rafters and running rails and guides for sliding doors; fixed with angle cleats or other connecting plates of Grade Fe410-W (Gde-E-250) quality-A complete all as specified and directed by Engineer-in-Charge. |
| 18 | S&F for MS Wind ties, 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;and similar work confirming to Fe 290 Grade E-165 complete all as specified and directed by Engineer-in-Charge. |
| 19 | S&F for 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 complete all as specified and directed by Engineer-in-Charge. |
| 20 | M & L for preparation of new or previously untreated steel surfaces of any description, over 10 cm width or girth, not otherwise described and applying two coats of synthetic enamel paint over a coat of red oxide zinc chrome primer complete all as specified and directed by Engineer-in-Charge. |
| 21 | M&L preparation of old painted surface of Steel and iron work of any description not otherwise described over 10 cm. width or girth shall include brooming down or steel wire brushing; scrapping down smoke soot, moulds, moss and efflorescent salts and trading oil and greasy spots and applying one coat of synthetic enamel paint complete all as specified and directed by Engineer-in-Charge. |
| 22 | Taking down existing felt, plaster and preparing the surface of roof by cleaning of foreign materials down with water complete all as specified and directed by Engineer-in-Charge. |
| 23 | M & L for roughening surfaces of old concrete floor or concrete surfaces by picking, sweeping clean and washing down with water to remove dust, etc.and brushing neat cement slurry with 3 Kg., of cement per square metre complete all as specified and directed by Engineer-in-Charge. |
| 24 | M&L for providing cement concrete type B0 1:2:4 (12.5mm graded stone aggregate) as in padding and benching & filletting with IWPC (IWPC measured and paid seperately) complete all as specified and directed by Engineer-in-Charge. |
| 25 | M&L screed bed or bedding layer 10 mm thick CM 1:4 for laying floor finishes finished even and smooth without using extra cement with IWPC (IWPC measured separately) as in roof slabs complete all as specified and directed by Engineer-in-Charge. |
| 26 | M & L for APP based polymeric membrane minimum weighing 3Kg/Sqm and minimum 3 mm thick reinforced with polyster non wove fabric (weight not less than 150 gms/sqm) laid over primed surface including bituminous primer conforming to IS-3384 applied @ 0.3 ltrs/sqm by forced application and applying one coat bitumen grade 85/25 @ 1.2 Kg/Sqm over finished with one coat of aluminium paint @ 100 ml/sqm, 10 cm overlap fused uniformly by LPG torch flame, complete all as specified and directed by Engineer-in-Charge.Note :-1) Rate included taking down and refixing of earth strips or any other in the same position2) WPC & padding concrete shall be measured and paid separately. |
| 27 | Supply only Liquid water proofing complete all as specified and directed by Engineer-in-Charge. |
| 28 | Disconnecting existing tanks of capacity exc 250 ltr & n exc 500 ltr, setting aside (or lowering if required) for repairs, cleaning, etc. and hoisting if required reconnecting and re-fixing in position. (Cleaning repairing, etc. measured separately), etc complete all as specified and directed by Engineer-in-Charge. |
| 29 | Disconnecting existing tanks of capacity exc 500 ltr & n exc 1000 ltr, setting aside (or lowering if required) for repairs, cleaning, etc. and hoisting if required reconnecting and re-fixing in position. (Cleaning repairing, etc. measured separately), etc complete all as specified and directed by Engineer-in-Charge. |
| 30 | S&F 500 Ltr capacity rotaional moulded polyethylene water storage tanks cylindrical vertical with closed top hoisted and fixed in position including dismantling existing tank complete all as specified and directed by Engineer-in-Charge. |
| 31 | S&F 1000 Ltr capacity rotaional moulded polyethylene water storage tanks cylindrical vertical with closed top hoisted and fixed in position all as specified including dismantling existing tank complete all as specified and directed by Engineer-in-Charge. |
| 32 | S&F in repair Ball valves 25 mm dia high pressure of PTMT with epoxy coated Aluminium rod & highdensity plastic ball screwed for iron pipe and fixed complete all as specified and directed by Engineer-in-Charge.. (Minimum weight 25mm-455gms) |
| 33 | S&F in repair 25mm bore dia Gun metal Gate valve with iron wheel head screwed both ends for iron pipe or for union, complete all as specified and directed by Engineer-in-Charge. |
| 34 | S&F GI tube 25mm dia medium graded with all fitings fixed to wall, celing or laying in trenches including taking up and down existing GI tubing complete all as specified and directed by Engineer-in-Charge. |
| 35 | S&F GI tube 20mm dia medium graded with all fitings and fixed to wall, celing or laying in trenches including taking up and down existing GI tubing complete all as specified and directed by Engineer-in-Charge. |
| 36 | Demolition of brick work or stone/ boulder masonry, built in cement mortar including all quoins, pillars etc complete all as specified and directed by Engineer-in-Charge.. |
| 37 | M & L for brick work with sub-class `B' bricks, straight or curved on plan exceeding 6 M mean radius built in cement mortar 1:6 complete all as specified and directed by Engineer-in-Charge. |
| 38 | M & L half Brick wall with sub-class 'B' bricks old size straight or curved on plan to any radius built in cement mortar 1:4 complete all as specified and directed by Engineer-in-Charge. |
| 39 | M & L plain Cement Concrete Type B1 1:2:4 (using 20 mm graded granite stone aggregate) cast in situ in lintels up to 1.5 M span, cills and other similar bands, plinth courses, parapets, copings, bed plates and the like including weathering, slightly rounded complete all as specified and directed by Engineer-in-Charge. |
| 40 | Taking down cement plaster any description on brick or stone walls, including raking out joints, hacking for key, scrubbing down with water etc complete all as specified and directed by Engineer-in-Charge. |
| 41 | M&L for 10mm thick in CM 1:6 rendering on brick or concrete surfaces finished even and smooth (without using extra cement) complete all as specified and directed by Engineer-in-Charge. |
| 42 | M & L for rendering 15mm thick in cement mortor 1:4 on Brick wall surfaces, finished even and smooth without using extra cement with @ at 3% IWPC (IWPC measured separately) complete all as specified and directed by Engineer-in-Charge. |
| 43 | M&L for Rendering 5mm thick in CM 1:3 as in ceilings concrete surfaces finished even and smooth (without using extra cement) complete all as specified and directed by Engineer-in-Charge. |
| 44 | M&L for preparation of new plastered surfaces of walls three coats of white wash complete all as specified and directed by Engineer-in-Charge. |
| 45 | M&L for preparation of new plastered surfaces of walls and applying two coats of oil bond distemper over a coat of chalk whiting primer paint on plastered surrface complete all as specified and directed by Engineer-in-Charge. |
| 46 | M&L for preparation of new plastered surfaces of walls three coats of Colour wash complete all as specified and directed by Engineer-in-Charge. |
| 47 | M & L preparation of new surfaces of walls plastered or unplastered etc and applying two coat of cement based paint paint on wall surfaces complete all as specified and directed by Engineer-in-Charge. |
| 48 | M&L for Preparation of Newly plastered surfaces and applying Three coats of White wash on Ceiling complete all as specified and directed by Engineer-in-Charge. |
| 49 | Demolition of stone slabs and tiles of any description or thickness in floors, aprons etc. laid, bedded and pointed in any mortar and rubbish off the premises complete all as specified and directed by Engineer-in-Charge. |
| 50 | M & L for 60mm thick machine pressed precast cement concrete tiles of interlocking pattern with grey cement and pigment rubber moulded with vibration technology set and jointed as per manufactures instructions laying over sand cushioning complete all as specified and directed by Engineer-in-Charge.Note : (i) Rate quoted by contractor shall deemed to inclusive of filleting the side of pavement with PCC (1:2:4) type B1.(ii) Sand cushion will be measured & paid separetely. |
| 51 | M & L for sand filling under floors including watering and consolidation complete all as specified and directed by Engineer-in-Charge. |
| 52 | M&L for 75mm thick PCC 1:4:8 type D2 (using 40mm graded stone aggregate) as in sub base and finishing surface of concrete even and rough to receive the topping layer complete all as specified and directed by Engineer-in-Charge.. |
| 53 | M&L for chequered cement concrete tiles 300x300x25 mm thick with grey cement and pigment, machine pressed, set jointed and pointed in neat cement slurry in floors including 15 mm thick screed bed layer in CM 1:6 complete all as specified and directed by Engineer-in-Charge. |
| 54 | Demolition of cement concrete (Un-reinforced) in ground floors and pavings n exc. 15cm thick (Below or above ground level) complete all as specified and directed by Engineer-in-Charge. |
| 55 | M&L for Plain cement concrete C-2 type 1:3:6 (40mm graded aggregate) 75mm thick as in plinth protection complete all as specified and directed by Engineer-in-Charge. |
| 56 | S & F PVC( SWR ) pipes 110mm dia single socketed , in any lenth with rubber ring joints as rainwater, soil waste and vent pipe (with all fittings) fixed to wall or laid in trenches incl taking down complete all as specified and directed by Engineer-in-Charge. |
| 57 | S&F 110 mm bore PVC (SWR) bends any radius complete all as specified and directed by Engineer-in-Charge. |
| 58 | M&L for 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 including joining welding and connecting each other to form a cage for water tanksFe.290.Gde-E-165complete all as specified and directed by Engineer-in-Charge. |
| 59 | M & L preparation of old decorated surfaces of walls plastered or unplastered by brooming down or steel wire brushing, scrapping down smoke soots, moulds, moss and efflorescent salts and trading oil and greasy spots etc and applying one coat of cement based paint complete all as specified and directed by Engineer-in-Charge. Please Enable Macros to View BoQ information |
