|
| 1 | Earth work excavation foundation in hard soil trenches within 50 meter initial leadand 1.5mt. Intial lift including rough dressing and levelling the bedincluding all labour, T&P etc. complete as directed by the Engineer in Charge. |
| 2 | Supplying & Filling foundation and plinth with sand well watered and rammed including cost, conveyance, Royalities, Taxes of all materials,all labours & T&P required for the work complete ( measurement will be takenon finished compacted section only)as perthe direction of Engineer-in-Charge. |
| 3 | Cement concrete (1:3:6) using approved quality from approved quarry including lowering laying concrete watering and curing etc. as required levels laid in layers not exceeding(0'-6'') 15 cm thick including cost, conveyance,royalities of all materials and cost of all labour ,T&P required for the work etc. complete in all respect as directed by the Engineer-in-charge . |
| 4 | Providing Single under-reamed Piles foundation of 300 mm dia. 6.0m long with R.C.C M-20 using 12 mm size black hard granite (Crusher Broken) stone chips including cost of boring , but excluding cost of M.S rods /Tor steels and labour charges for cutting bending and binding of steel and T&P required for the work etc. complete as directed by the Engineer-in-Charge. |
| 5 | R.C.C. work M-20 in grade having a minimum compressive strength (in work test) 200 kg/cm2 in 15cm cubes at 28 days using 12mm. & down grade hard granite C.B. chips of approved quality and from approved quarry including watering, lowering laying concrete, compacting with vibrators, curing for 28 days with smooth centering and shuttering and finishing the exposed surface including cost conveyance, royalties of all materials, cost of labour & T&P rand other machinsries required for the work complete but excluding cost and carriage of HYSD bars and cost of bending, binding tying the grills and etc. as per specification & direction of the Engineer-in-charge Column Base |
| 6 | Column |
| 7 | Plinth Band |
| 8 | Roof Slab |
| 9 | Supplying Cutting,bending un- coated HYSD bars,for reinforcement tying the grills and placing in position as required for the RCC works and for providing fan hooks hoisting and lowering,laying including cost,conveyance of HSYSD bars and binding wires of 18 to 20 gauge required for the work and bending binding and tying the grills ( Payment will be made on weight of HYSD bars only and no separate payment will be made towords the weight of binding wires) as per direction of the Engineer-In-Charge. |
| 10 | 6mm thick cement Plaster (1:4) to RCC surface after chipping the RCC surface and slurry trement including watering & curing etc. complete with cost, conveyance,royality of all materials & all labour royalty T&P directed for the work etc. complete as per directed by the Engineer-in-charge. |
| 11 | Finishing wall with Weather coat paint two coats over a coat of primer including cost of brushes and putty with cost of paints and taxes of all materials and all labour etc complete as per direction of the Engineer-in-charge. |
| 12 | Cement concrete (1:2:4) using 12 mm size hard crusher broken granite chips of approved quality from approved quarry including lowering lying concrete watering and curing etc. complete with cost, conveyance, royalities and taxes of all materials and cost of all labour ,T&P etc. complete. as directed by the Engineer-in-charge. |
| 13 | F. Floor Fly Ash brick masonry in cement mortar (1:6) in Superstructure using Fly Ash bricks of size 25cm x 12cm x 8cm 75 kg/cm2 with dimensional tolerance 8% after immersing the bricks for six hours in water before use including splays cutting circular moulding corbelling chamfering and similar such type of work as directed by the Engineer-in-charge including watering and curing cost, conveyance, royalties of all materials and cost of all labour T&P required for the work and finished item of work shall confirm to relevant I.S. specification and confirm test as per specification as directed by the Engineer-in-charge. F Floor |
| 14 | Head Room |
| 15 | R.C.C. work M-20 in grade having a minimum compressive strength (in work test) 200 kg/cm2 in 15cm cubes at 28 days using 12mm. & down grade hard granite C.B. chips of approved quality and from approved quarry including watering, lowering laying concrete, compacting with vibrators, curing for 28 days with smooth centering and shuttering and finishing the exposed surface including cost conveyance, royalties of all materials, cost of labour & T&P rand other machinsries required for the work complete but excluding cost and carriage of HYSD bars and cost of bending, binding tying the grills and etc. as per specification & direction of the Engineer-in-charge Column F. Floor |
| 16 | Band F. Floor |
| 17 | Chajja F. Floor |
| 18 | F. Floor |
| 19 | Stair Case F. Floor |
| 20 | Supplying Cutting,bending un- coated HYSD bars,for reinforcement tying the grills and placing in position as required for the RCC works and for providing fan hooks hoisting and lowering,laying including cost,conveyance of HSYSD bars and binding wires of 18 to 20 gauge required for the work and bending binding and tying the grills ( Payment will be made on weight of HYSD bars only and no separate payment will be made towords the weight of binding wires) as per direction of the Engineer-In-Charge. F. Floor |
| 21 | 16 mm (5/8\\") thick cement plaster (1:6) finished smooth to inside rough surface or 10'' thick brick walls after raking out joints including watering and curing with cost , conveyance , royality of all materials , cost of all labour and T&P required for the work etc complete as per direction of the Engineer-in-charge. |
| 22 | 12mm(1/2'') thick cement Plaster in cement mortar (1:6) finished smooth to outside surface of brick walls after racking out the joints scapping and cleaning the surface including watering & curing for specified period etc. complete with cost, conveyance,royality and taxes of all materials & cost of all labour, T&P scaffolding required for the work complete in all respect. The materials used for the work and items of work shall confirm to relevant I.S specification and test as per specification and as directed by the Engineer-in-Charge. |
| 23 | 6mm thick cement Plaster (1:4) to RCC surface after chipping the RCC surface and slurry trement including watering & curing etc. complete with cost, conveyance,royality of all materials & all labour royalty T&P directed for the work etc. complete as per directed by the Engineer-in-charge. F. Floor |
| 24 | 25mm thick grading concrete with cement concrete (1:2:2) using 6mm size or lower size hard crusher broken granite chips including watering and curing Cost,conveyance,royalties and taxes of all materials and labour T&P required for the work etc. complete |
| 25 | Fixing of vetrified tiles in floors of Size 600x600mm of approved make coformaing to I.S:13755 laid on on 25mm thick bed of Cement mortar 1:4( 1 Cement : 4 sand ) and filling joint with white Cement of approved quality in slury mixed with pigment to match the shades of the tiles including rubbing and polishing complete including cost of tiles or stones. ( For new work) |
| 26 | Fixing of vetrifed wall tiles in dados, skirting riser of stepps 20cmx30cm / 20cmx20cm special plane / printed series of premium grade having thickness 6.5mm to 6.7mm confirming to IS 13753 on12 mm thick bed of Cement mortar 1:3 ( 1 Cement :3 sand ) jointed with neat Cement slury mixed with pigment to match the shades of the tiles including rubbing and polishing complete excluding cost of tiles or stones. |
| 27 | Finishing wall surface with a coat of primer on new work to give an even shade including cost of brushes & putty including cost of paints , cost of all labour,T&P etc complete as directed by the Engineer-in-charge . |
| 28 | Finishing wall surface with Acrilic wall putty ( water based ) of approved make and finished smooth and even surface to receive painting , cost, conveyance, of all materials and T&P required for the work including cost of scaffolding ,staging charges etc complete as per the direction of the Engineer-in-charge |
| 29 | Wall Painting two coats Plastic Emulsion Paint any approved shade of including cost conveyance, taxes of all materials and T & P required for the work including cost of paint etc all complete as directed by the Engineer-in-charge. |
| 30 | Finishing wall with Weather coat paint two coats over a coat of primer including cost of brushes and putty with cost of paints and taxes of all materials and all labour etc complete as per direction of the Engineer-in-charge. |
| 31 | 2.5cm thick non- sal wood frame and 19mm thick planked door shutters complete with iron fittings and wooden hinged cleats, etc. including all labour charges, but excluding the cost of iron fittings etc. complete.as per the direction of the Engineer-in charge . |
| 32 | Supplying,fitting and fixing in position well seasoned Non-Sal-Wood squared & rough dressed in roof,trusses, purlines ,beams, burghas of roof including cost, conveyance, royalities & taxes of all materials and cost of all labour T&P etc. complete as directed by the Engineer-in-Charge |
| 33 | Supplying fitting and fixing up of un plasticised Poly Vinyl Chloride (UPVC) three track sliding window-60 series duly manufactured using UPVC reinforced profiles etc. complete.as per the direction of the Engineer-in charge |
| 34 | Supplying of G.I door & window manufactured from standard rolled steel angle section 40mm.x40mm.x6mm with corners of the frame duly matered and electrically welded with one cost of anti-corressive Red-Oxide Zinc Crome Primer etc. complete as per the directed by the Engineer-in-charge.. |
| 35 | Labour for fixing & fixing in position M.S window cost of all labour T&P required for the work with all cost,conveyance taxes royalities, etc. complete as directed by the Engineer - in- Charges |
| 36 | Wall Painting two coats Plastic Emulsion Paint any approved shade of over a coat of priming including cost conveyance, taxes of all materials and T & P required for the work including cost of paint etc all complete as directed by the Engineer-in-charge. |
| 37 | Supplying,fitting and fixing of stainless steel of 304 in hand railing using 50mm dia 2mm thick circular pipe with Balustade of size 32mm x 32mm x 2mm @ 0.90 mtr C/C and stainless square pipe bracing of size 32mm x 32mm x 2mm in 3 rows in stair case as per approved design and specification, buffing, polishing etc with cost conveyance, of all materials and all labour etc complete as per direction of the Engineer - in Charge . Please Enable Macros to View BoQ information |
