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| 1 | EARTH WORK |
| 2 | Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and for all lift, as directed by Engineer-in-charge. |
| 3 | All kinds of soil |
| 4 | CEMENT CONCRETE (CAST IN SITU) |
| 5 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : |
| 6 | 1:2:4 (1 cement : 2 coarse sand (zone-Ill) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) |
| 7 | Centering and shuttering including strutting, propping etc. and removal of form work for: |
| 8 | Foundations, footings, bases for columns |
| 9 | REINFORCED CEMENT CONCRETE |
| 10 | Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : |
| 11 | 1:1.5:3(1 cement: 1.5 coarse sand (zone-Ill) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) |
| 12 | Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement: |
| 13 | 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) |
| 14 | Centering and shuttering including strutting, propping etc. and removal of form for |
| 15 | Foundations, footings, bases of columns, etc. for mass concrete |
| 16 | Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. |
| 17 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. |
| 18 | Thermo-Mechanically Treated bars of grade Fe-500D or more. |
| 19 | MASONRY WORK |
| 20 | Providing and laying factory made precast cement concrete solid blocks of grade M10 from approved manufacturer |
| 21 | For superstructure above plinth level up to floor five level, including all cost of materials, labour charges etc. |
| 22 | using blocks of 200mm thickness, in cement mortar 1:6 (1 cement : 6 coarse sand) |
| 23 | STONE WORK |
| 24 | Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) upto plinth level with : |
| 25 | Cement mortar 1:6(1 cement :6 coarse sand) |
| 26 | STEEL WORK |
| 27 | Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. |
| 28 | Providing and fixing 1 mm thick M.S. sheet door with frame of 40x40x6 mm angle iron and 3 mm M.S. gusset plates at the junctions and corners, all necessary fittings complete, including applying a priming coat of approved steel primer. |
| 29 | Using M.S. angels 40x40x6 mm for diagonal braces |
| 30 | Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete. |
| 31 | GI Tubular TATA or equvalent |
| 32 | Chequered MS Sheet |
| 33 | Supplying and fixing 6 mm chequered MS sheets cutting into the required size and fixing over framework, with a coat of iron primer including cost and conveyance of all materials and labour charges etc. complete as per the instruction of the department officers. |
| 34 | Providing and fixing G.I fabric mesh of requires width made of G.I wire including welding,fitting at all levels as per the direction of Engineer in charge.G.I fabric mesh size 25*25mm dia 4mm |
| 35 | Providing and fixing G.I fabric mesh of requires width made of G.I wire including welding,fitting at all levels as per the direction of Engineer in charge.G.I fabric mesh size 50*50mm dia 5mm |
| 36 | ROOFING |
| 37 | Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-Charge) of total coated thickness 0.50 mm (base metal of minimum 0.45 mm thickness with total coating thickness of 0.05mm) with zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns. Sheet should have protective guard film of 25 microns minimum to avoid scratches during transportation and should be supplied in single length upto 12 metre or as desired by Engineer-in-charge. The sheet shall be fixed using self drilling /self tapping screws of size (5.5x 55 mm) with EPDM seal, complete upto any pitch in horizontal/ vertical or curved surfaces, excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required. |
| 38 | Providing square type UPVC gutter with necessary clamps, bolts, nuts, and specials such as nozzles, sockets, stoppers, etc., including cost and conveyance of all materials and labour charges etc. complete as per the instructions of the dept. officers |
| 39 | 200mm or equivalent Square type UPVC gutters |
| 40 | FINISHING |
| 41 | 12 mm cement plaster of mix: |
| 42 | 1:4(1 cement: 4 fine sand) |
| 43 | Finishing walls with Acrylic Smooth exterior paint of required shade: |
| 44 | New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 0.90 litre/10 sqm) |
| 45 | Finishing with Epoxy paint (two or more coats) at all locations prepared and applied as per manufacturer's specifications including appropriate priming coat, preparation of surface, etc. complete. |
| 46 | On steel work |
| 47 | Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete. |
| 48 | Wall painting with premium acrylic emulsion paint of interior grade, having VOC (Volatile Organic Compound ) content less than 50 grams/ litre of approved brand and manufacture, including applying additional coats wherever required to achieve even shade and colour. |
| 49 | Two coats |
| 50 | Dismantling and Demolishing |
| 51 | Demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge. |
| 52 | In lime mortar |
| 53 | In cement mortar |
| 54 | WATER SUPPLY |
| 55 | Providing and fixing Unplasticized Polyvinyl Chloride (UPVC) pipes of specified pressure rating for domestic water supply, conforming to IS:4985 including all UPVC plain & brass threaded fittings(as per IS:7834/IS:10124). This includes jointing of pipes & fittings with solvent cement, testing of joints, trenching, refilling, complete as per direction of Engineer in Charge. External work |
| 56 | 10kgf/cm2 Pressure rating |
| 57 | 25mm nominal dia pipes |
| 58 | 110mm nominal dia pipes Please Enable Macros to View BoQ information |
