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| 1 | Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unservicable materials and stacking of serviceable material to be used or auctioned, up to a lead of 1000 metres inclusing removal and disposal of top organic soil not exceed ing 150 mm in thickness etc complete as per OPWD Specification and direction of the Engineer-In-Charge. |
| 2 | Earth work in excavation of foundation in all kinds of soil within 50 m linital lead and 1.50m initial lift including rough dressing breaking clods to maxikum 5cm to 7cm and laying in layers not exceeding 0.3M depth and as per OPWD Specification and direction of the Engineer-In-Charge. |
| 3 | Filling in foundation and plinth with sand including watering and ramming with cost, conveyance, royalty, taxes of all materials with all labour, T&P etc., complete as per the OPWD Specification and direction of the Engineer-in-charge. |
| 4 | Providing and laying cement concrete of proportion (1:3:6) in foundation and floors using 4 cm. size black hard crusher broken granite stone metal and screened and washed sharp sand for mortar of approved quality and from approved quarry including hoisting, lowering, laying concrete, ramming, watering and curing etc. complete to required levels laid in layers not exceeding 15 cm. thick in each layer including cost, conveyance, royalties of all materials and cost of all labours,labour cess, T&P etc complete as per the OPWD Specification and direction of the Engineer-in-charge. |
| 5 | Fly Ash Brick masonry in C.M. (1:6) using 9\\" size using of 23cmx11cmx8cm size brick having a crushing strength of not less than 75 kg per Sq.cm including splays, cuttings, circular moldings, watering & curing for 7 days, cost, conveyance, royalties of all materials, labour with T&P etc. complete in all respect as per the OPWD Specification and direction of the Engineer-in-charge. |
| 6 | First Floor |
| 7 | Second Floor |
| 8 | Providing, lifting, hoisting and laying Reinforced cement concrete of M-20 grade as per approved designs and drawings having a minimum compressive strength (in work test) 20 Kg. / Square cm. in 15 cm. cubes at 28 days after mixing and test conducted in accordance with I.S. 516 using 12 mm. to 20 mm. size black hard crushed broken granite stone chips and screened and washed sharp sand for mortar of approved quality from approved quarry, washed and cleaned ( 20mm. size chips not to exceeds 25 %) to be mixed in concrete mixture with Portland slag cement (PSC) including hoisting, lowering, laying and compaction concrete by using vibrators, watering and curing for 28 days, centering and shuttering then after dismantling and removing debris from the work site and finishing the exposed surface smooth providing grooves or beads wherever necessary including cost, conveyance, loading, unloading, royalties and taxes of all materials and cost of all labours, sundries, T & P required of the work etc. complete in all respect as per OPWD specification & direction of Engineer-in-charge.. But excluding cost and conveyance of HYSD bar and binding wires and labour charges for straightening, cutting, bending etc. of HYSD Bar tying the grills and placing in proper position |
| 9 | Footing |
| 10 | Plinth beam |
| 11 | Column Super Structure |
| 12 | Supplying cutting, bending, binding & straightening coiled or bent up HYSD Bar of primary steel producers such as SAIL / Tiscon / RINL / JINDAL STEEL (grade Fe-500D) etc. including bending, binding, welding and jointing if necessary and tying the grills and placing in position as required for R.C.C. Work and for providing fan hooks as required, hoisting, lowering, laying including cost, conveyances of HYSD Bar and binding wires of 18 to 20 gauge and labour required for the work for bending, binding and tying the grills in all floors with labour cess etc. (payment will be made on standard weight of B.I.S. for HYSD Bar only) etc. complete as per OPWD specification & direction of Engineer-in-charge. |
| 13 | Supplying fitting and fixing of 5.5mm thickhexagoanal Aluminium jally in windows assingle groove, double groove and tapered clip ashorizontal and vertical members for fixing ofaluminium jally and jointing angle conformingto standard aluminium section etc complete as per OPWD specification & direction of Engineer-in-charge. for all floors |
| 14 | Providing, fitting, fixing of Aluminium. doorwith OEL anodized Al. door section of 9202 asvertical member, 9201 as top member & 9200 asbottom & middle member & 12mm thick prelaminated board fixed on door frame by meansof tapered clip No. 4660 & the frame to becompleted by means of jointing angle No. 1855including all fitting ,cost of all materials, taxes,labour, T&P etc complete as per OPWD specification & direction of Engineer-in-charge. for all floors |
| 15 | Providing, fitting, fixing of Aluminium. partitionwith OEL anodized Al. door section of 9202 asvertical member, 9201 as top member & 9200 asbottom & middle member & 12mm thick prelaminated board fixed on door frame by meansof tapered clip No. 4660 & the frame to becompleted by means of jointing angle No. 1855including all fitting ,cost of all materials, taxes,labour, T&P etc complete as per OPWD specification & direction of Engineer-in-charge. |
| 16 | Providing 6 mm thick C.P. with C.M. (1:4) with screened and washed sharp sand for mortar and finished smooth over RCC surface in all heights including watering and curing, rounding of corners, providing grooves where ever necessary with cost, conveyance, royalties and of all materials with cost of all labour, T&P, and scaffolding required for the work etc. complete in all respect as per OPWD specification & direction of Engineer-in-charge |
| 17 | Ground Floor |
| 18 | First Floor |
| 19 | Second Floor |
| 20 | Providing 12 mm thick C.P. with C.M. (1:6) with screened and washed sharp sand for mortar and finished smooth to the rough surface of walls in all heights after racking out joints including watering and curing, rounding of corners, providing grooves where ever necessary with cost, conveyance, royalties and of all materials with cost of all labour, T&P, and scaffolding required for the work etc. complete in all respect as per OPWD specification & direction of Engineer-in-charge |
| 21 | Ground Floor |
| 22 | First Floor |
| 23 | Providing 16 mm thick C.P. with C.M. (1:6) with screened and washed sharp sand for mortar and finished smooth to the rough surface of walls in all heights after racking out joints including watering and curing, rounding of corners, providing grooves where ever necessary with cost, conveyance, royalties of all materials with cost of all labour, T&P, and scaffolding required for the work etc. complete in all respect as per OPWD specification & direction of Engineer-in-charge |
| 24 | Providing 2.5 cm thick Grading Concrete over roof slab with cement concrete (1:2:2) using 6mm size black hard granite crusher broken chips and screened & washed sharp sand for mortar and finished smooth to the rough surface of slab including watering and curing with cost, conveyance, royalties of all materials with cost of all labour, labour cess and T&P required for the work etc. complete in all respect as per OPWD specification & direction of Engineer-in-charge |
| 25 | Finishing to exterior wall surface with 2 (two) coats of weather seal coat over a coat of primer of approved shade and approved make to give an even shade including cost of all material of all materials and labour with T&P etc. complete as per OPWD specification & direction of Engineer-in-charge |
| 26 | Ground Floor |
| 27 | First Floor |
| 28 | Second Floor |
| 29 | Third Floor |
| 30 | Fourth Floor |
| 31 | Finishing to interior wall surface with 2 (two) coats of Plastic Emulsion (P.E) Paint including cost of all material and labour with T&P etc. complete as per OPWD specification & direction of Engineer-in-charge |
| 32 | Ground Floor |
| 33 | First Floor |
| 34 | Second Floor |
| 35 | Third Floor |
| 36 | Fourth Floor |
| 37 | Supplying, fitting and fixing of M.S. grills, grill gates, M.S. gates, garage door, collapsible gates with top and bottom rails, steel windows, critical frames for windows, stair case and parapet railing made out of M.S Square bar of 10mm as per approved drawing and design with cost of all labour, materials & T&P, sundries etc. complete in all respect as per OPWD specification & direction of Engineer-in-charge |
| 38 | Enamel painting two coats over a coat of primer to Iron work including cost of all materials and labour with T&P etc complete in all respect as per OPWD specification & direction of Engineer-in-charge |
| 39 | Ground Floor |
| 40 | First Floor |
| 41 | Second Floor |
| 42 | Third Floor |
| 43 | Providing & Fixinng factory made 100% Solid WPC ( Wood Polymer Composite ) -.Door Frame 125 mm x 65 mm Single Rebated, made from Wood Polymer Composite ( Single Extruded Process ) material com pa rising of virgin PVC polymer of K Value 57-60 (Suspension Grade), Calcium Carbonate and Natural Fibers ( Wood Powder/ Rice Husk/ Wheat Husk) and Non toxic additives fabricated with meter Joints after applying PVC solvent Cement & screwed with full body treaded star headed screws having minimum frame density of 780 kg/ cbm & an ISO 9001 -2015 Certified Company, having good screw holding capacity ( Screw Withdrawal strength of ( Min. 990 N ),Minimum Compressive Strength of 58 N/mm2, Modulus of elasticity 900N/mm2 and resistance to spread of flame of class A category with property of being termite/ borer proof, water/ Moisture Proof & Fire retardant. & Fixed in position with SS Dash Fasteners/ Hold Fast of reuired dia and lenght, , all as per specifications drawings as . directed by the Engineer-In-Charge. Material test certificate and , authentication should be compulsory provided by the manufacturing company. |
| 44 | Supplying, fitting and fixing of 32mm thick flush door shutter with approved quality of 30mm thick BWR block board pasted with 1mm thick sunmica on both side of approved design and quality including cost of all door fittings and fixtures etc. completeas per OPWD specification & direction of Engineer-in-charge |
| 45 | Supplying, fitting, fixing of polished Vitrified floor tiles in Floor of premium grade having thickness (8mm to 10 mm) confirming to IS 15622:2006 (Group-B la) of 600mmx600mm plain (ivory) laid on 20mm thick bed of cement mortar (1:4) and filling jointed with white cement of approved quality including cost, conveyance of all materials, cost of all labour, T&P etc. complete as per the direction of the Engineer-in-charge.(Note- Sample of tiles shall be approved before procurement and use.) Make:Somany/ Jhonson/ Kajaria) |
| 46 | Supplying, fitting, fixing of Industrial Vitrified floor tiles in Floor of premium grade having thickness 8mm to 10 mm confirming to IS 4457 of 300mmx300mm laid on 20mm thick bed of cement mortar (1:4) and filling jointed with white cement of approved quality including cost, conveyance of all materials, cost of all labour, T&P etc. complete as per OPWD specification the direction of the Engineer-in-charge (Note- Sample of tiles shall be approved before procurement and use.) |
| 47 | Supplying, fitting, fixing of Granite tile of size above 0.10 Sqm and upto 0.4 sqm (10mm thick) laid on 20 mm thick Cement mortar (1:4) in floors with jointed with neat cement slury mixed with pigment to match the shades of tiles including rubbing and polishing etc complete including cost, conveyance of all materials, cost of all labour, T&P etc. complete as per OPWD specification and direction of the Engineer-in-charge. (Note : Sample of granite tiles shall be approved before procurement and use) |
| 48 | Ground Floor |
| 49 | First Floor |
| 50 | Second Floor |
| 51 | Supplying, fitting, fixing of 30cmx30cm / 40cmx40cm special plain / printed series ceramic floor tiles of premium grade having thickness 7mm to 8mm confirming to IS 13755 laid on 20mm thick bed of cement mortar (1:4) and filling jointed with white cement of approved quality including cost, conveyance of all materials, cost of all labour, T&P etc. complete as per OPWD specification the direction of the Engineer-in-charge (Note- Sample of tiles shall be approved before procurement and use.) |
| 52 | Ground Floor |
| 53 | First Floor |
| 54 | Supplying, fitting, fixing of Chequered tile laid on 20 mm thick Cement mortar (1:4) in floors with jointed with neat cement slury mixed with pigment to match the shades of tiles including rubbing and polishing etc complete including cost, conveyance of all materials, cost of all labour, T&P etc. complete as per OPWD specification and direction of the Engineer-in-charge. (Note : Sample of granite tiles shall be approved before procurement and use) |
| 55 | Supplying, fitting and fixing of Stainless steel of 304 grade in hand ralling using 50mm dia of 2mm thick circular pipe with Balustrade of size 32mm X 32mm X 2mm @ 0.90mtr. 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, taxes, all materials, labour, T&P etc.complete in all respect.as per OPWD specification & direction of Engineer-in-charge |
| 56 | Providing Antitermite treatments as per ISI specification including makig hols 3'0\\" C/C both ways injecting cemical with water in properation (1:20) or any approved propertion by the Engineer-in-Charge and treatment to choukath sides and wall juction cost and conveyance of all materials, labours, T&P etc completionas per OPWD specification & direction of Engineer-in-charge |
| 57 | Providing and laying 80 mm thick factory made cement concrete interlocking paver block of M-40 grade made by block making machine with storng vibratory compaction of approved size, design & shape, laid in required colour and pattern as per drawing including all labour, transporting, T&P etc complete as per OPWD specification & direction of Engineer-in-charge. |
| 58 | Providing and laying bituminous membrane (plastic felt) of 2.25 kg/sqm and 1.50 mm thickness, consisting of layers having a centre core of 20 micron thermoplastic High Molecular High Density Polyethylene (HMHDPE) film (Grade 2504) incluidng Surface preparation and priming with bituminous primer @ 0.3 kg/sqm. The membrane shall be laid over the primed surface, bonded with hot blown bitumen, with proper alignment and overlaps of not less than 75 mm longitudinally and 100 mm transversely, including sealing of joints, finishing at edges, corners, and junctions to make the surface completely watertight includes cost of all materials, labour, tools & plants, heating arrangements, scaffolding, all leads & lifts, and all incidental charges, complete in all respects as per OPWD specifications and direction of Engineer-in-charge. |
| 59 | Dismantlling of old tiled flooring including all cost, conveyance with all labour, T&P required fo the work etc complete in all respect as per OPWD specification & direction of Engineer-in-charge |
| 60 | Distempering two coats to wall surface with Distemper of app. Shade including cost of all materials and labour with T&P etc complete in all respect as per OPWD specifications and direction of Engineer-in-charge. |
| 61 | Ground Floor |
| 62 | First Floor |
| 63 | Second Floor |
| 64 | Third Floor |
| 65 | Suplying fitting, fixing up window (Sliding type) made up aluminium section 9778 as windows frame section No. 4096, 9777 and 3994 as shutter frame with 5mm thick black glass as panel fitted with rubber beading including locking arrangement including all fitting ,cost of all materials, taxes, labour, T&P etc. complete as per OPWD Specification and direction of Engineer in Charge. |
| 66 | Providing & fixing Plain Gypsum board ceiling suspended from roof by adjustable G.I. ceiling angle with spread at a distance not more than 600mm fixed to roof by Rowl Plug & stiff cleat, Gupsum board 12.5mm thick held by G.I. perimeter channel MF-3 & intermediate channel MF-7, framing, boarding, jointing & finishing with special type of gypsum compound etc. including cost , conveyance & taxes of all materials, labour with T&P etc complete as per OPWD Specification and direction of the Engineer-In-Charge |
| 67 | Carriage of excavated earth by mechanial means awary from site within 5km lead including loading and unloading cost of all materials labour with T&P etc complete as per OPWD Specification and direction of the Engineer-In-Charge |
| 68 | Cement concrete of proportion (1:2:4) in F&Fusing 12mm size cb/hb chips of approved quality including cost, conveyance, taxes & royalty of all materials and labour with T&P etc. complete in all respect as per OPWD specification & direction of Engineer-in-charge. Please Enable Macros to View BoQ information |
