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| 1 | 10.100.2 OTHER MISCELLANEOUS ITEMS USED FOR FLOORING 0 Cement Concrete 1:8:16 Flooring2 Cement Concrete 1:8:16 with stone aggregate 40 mm size in foundation and plinth. |
| 2 | 10.30.1 TILE FLOORING Providing and laying of chequered precast cement concrete tiles 22 mm thick in footpath and courtyard, jointed with neat cement slurry mixed with pigment to match the shade of tiles, including rubbing and cleaning etc. complete, on 20mm thick bed of cement mortar 1:4 (1 cement: 4 coarse sand).1 Light shade pigment using white cement |
| 3 | 10.51 GRANITE FLOORING Providing and fixing granite stone in all shades 15mm to 18 mm thick in skirting /dado, risers of steps, pillars and wall facing, laid in any pattern as specified over base of 12mm thick cement coarse sand mortar 1:3 and jointed with white cement slurry mixed with pigment to match the shade of Granite including labour for fixing cramps pins and dowels etc. |
| 4 | 10.76 CC INTERLOCKING PAVER BLOCKS Providing and laying 60mm thick factory made cement concrete interlocking paver block of M -30 grade made by block making machine with strong vibratory compaction, of approved size, design and shape, laid in requiredcolour and pattern over (BIS 15658:2006) and including 50mm thick compacted bed of coarse sand, filling the joints with line sand etc. all complete as per the direction of Engineer-in-charge. |
| 5 | 10.9 CEMENT CONCRETE FLOORING Providing and laying of Conglomerate floor 25 mm thick cement concrete 1:2:4 on 100 mm cement concrete 1:8:16 and 100 mm sand or stone filling. |
| 6 | 11.6.2 CEMENT PLASTER (IN FINE SAND) 15 mm cement plaster on the rough side of single or half brick wall of mix :2 1:6 (1 cement: 6 fine sand) |
| 7 | 11.78 INTERIOR FINISHING Painting two coats excluding priming coat with synthetic enamel paint in all shades on new wood work or metallic or plastered or concrete surfaces to give an even shade. |
| 8 | 13.29.2 SIGLE/BUILT-UP STEEL/TUBULAR SECTIONS Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required.2 In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works |
| 9 | 13.30.1 SIGLE/BUILT-UP STEEL/TUBULAR SECTIONS 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.1 Hot finished welded type tubes. |
| 10 | 17.6 Clearing and Grubbing Road Land . Construction of Embankment with Material obtained from Borrow pitsNA NA Construction of Embankment CBR 8% (for new road/ raising/ berms/ etc.) with approved material obtained from borrow pits, including compensation of earth with all lead and lift transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2, as per technical clause 305 of MORT&H specifications. |
| 11 | 26.4.2 SITE CLEARANCE2 Surface dressing of ground including removing rank vegetation and inequalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50m and lift up to 1.5 m in all kind of soils |
| 12 | 30.24 FINISHING WORKS Distempering with dry distemper of approved brand and manufacture (one or more coats) and of required shade on old work to give an even shade. |
| 13 | 34.1.1 Road Furniture Cast in Situ Cement Concrete M20 KerbConstruction of cement concrete kerb with top and bottom width 115 and 165 mm respectively, 250 mm high in M 20 grade PCC on M-10 grade foundation 150 mm thick, foundation having 50 mm projection beyond kerb stone, kerb stone laid with kerb laying machine, foundation concrete laid manually, all complete as per clause 4081 Using Concrete Mixer |
| 14 | 4.12.1 Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead up to 50 m and lift up to 1.5 m,as directed by Engineer-in-charge.1. All kinds of soil. |
| 15 | 6.1.2 A CEMENT CONCRETE (CAST IN SITU) Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work below plinth level and up to Floor IV level:2 1:2:4 (1 cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 20 mm nominal size) |
| 16 | 6.14.2 D REINFORCED CEMENT CONCRETE 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 :2 1:2:4 (1 cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 20 mm nominal size) |
| 17 | 6.2.2 A CEMENT CONCRETE (CAST IN SITU) Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets, sunken floor etc., up to floor four level, excluding the cost of centering, shuttering and finishing:2 1:2:4 (1 Cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 20 mm nominal size) |
| 18 | 6.29.3 I CENTRING AND SHUTTERING (FORM WORK) Centering and shuttering including strutting, propping etc. and removal of form work for :3 Columns, piers, abutments, pillars, posts and struts |
| 19 | 6.33.3 J STEEL REINFORCEMENT Steel reinforcement for R.C.C. work, where not included in the complete rate of RCC, including straightening, cutting, bending, placing in position, binding, wastage, overlaps, welded joints, spacer bars, chairs, stays, hangers and annealed steel wire etc. complete in all respect below plinth level3 Cold twisted bars |
| 20 | 6.8.3 B DAMP-PROOF COURSE Providing and laying damp-proof course with cement concrete 1:2:4 (1 cement : 2 coarse sand (zone-III): 4 graded stone aggregate 12.5mm nominal size)3 25 mm thick |
| 21 | 7.20.2 B BRICK WORK Brick work with common burnt clay modular bricks of class designation 10.5 in foundation and plinth in:2 Cement Mortar 1:6 (1 cement : 6 coarse sand). |
| 22 | 7.22.2 B BRICK WORK Brick work with common burnt clay non-modular bricks of class designation 10.5 insuperstructure above plinth level up to floor IV level in all shapes and sizes in :2 Cement mortar 1:6 (1 cement : 6 coarse sand) |
| 23 | 9.33 SHEET ROOFING Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch ofcorrugation as approved by Engineer-in-charge) 0.50 mm ( plus 0.05 %) total coated thickness 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 up to 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 up to 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. Please Enable Macros to View BoQ information |
