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| 1 | Description of items |
| 2 | 2400mm (approx 8Ft.) High Boundary Wall—40mm thickness. Consists of RCCPrecast Concrete Post of size 150mm x 150mm x 3000mm height, having twogrooves of size 45x28mm so as to receive 6 Nos. Precast concrete panels of size1500mm x 300mm x 40mm thickness. The post shall be reinforced with 4 Nos. 8 mmdia bars with 4mm dia stirrups @ 150mm c/c; panels shall be reinforced with 4 noslongitudinal bars of 6mm dia plain steel & 6mm plain MS Stirrups @ 150 c/c allwelded,. Manufactured by using M‐25 grade of concrete. The post shall be fixed tothe ground by digging a hole of 450 mmx450mmx600mm and filled with 1:3:6concrete after the post should be aligned in these holes. The post will be erected @1.615 m c/c. Height of the pillar shall be 3000mm (600mm below ground and 2400mmabove GL),(cost of earth works in excavation, concrete worksin foundation to be paid separately). |
| 3 | 1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources) |
| 4 | Providing and laying in position specified grade of reinforced cementconcrete, excluding the cost of centering, shuttering, finishing andreinforcement - All work up to plinth level : |
| 5 | 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from naturalsources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) |
| 6 | Reinforced cement concrete work in walls (any thickness), includingattached pilasters, buttresses, plinth and string courses, fillets, columns,pillars, piers, abutments, posts and struts etc. above plinth level up tofloor five level, excluding cost of centering, shuttering, finishing andreinforcement : |
| 7 | 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natu ral sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources |
| 8 | Centering and shuttering including strutting, propping etc. and removalof form for |
| 9 | Foundations, footings, bases of columns, etc. for massconcrete |
| 10 | Columns, Pillars, Piers, Abutments, Posts and Struts |
| 11 | Steel reinforcement for R.C.C. work including straightening, cutting,bending, placing in position a |
| 12 | Steel reinforcement for R.C.C. work |
| 13 | Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width aswell as 10 sqm on plan) including getting out and disposal of excavatedearth lead upto 50 m and lift upto 1.5 m, |
| 14 | All kinds of soil |
| 15 | Structural steel work riveted, bolted or welded in built up sections, trussesand framed work, including cutting, hoisting, fixing in position andapplying a priming coat of approved steel primer all complete |
| 16 | 12 mm cement plaster 1:4 |
| 17 | Painting with synthetic enamel paint |
| 18 | Filling available excavated earth (excluding rock) in trenches, plinth,sides of foundations etc. in layers not exceeding 20cm in depth,consolidating each deposited layer by ramming and watering, lead upto 50 m and lift upto 1.5 m. |
| 19 | Providing and fixing concertina coil fencing with punched tapeconcertina coil 600 mm dia 10 metre openable length ( total length90 m), having 50 nos rounds per 6 metre length, upto 3 m height ofwall with existing angle iron 'Y' shaped placed 2.4m or 3.00 m apartand with 9 horizontal R.B.T. reinforced barbed wire, stud tied withG.I. staples and G.I. clips to retain horizontal, including necessarybolts or G.I. barbed wire tied to angle iron, all complete as per directionof Engineer-in-charge, with reinforced barbed tape(R.B.T.) / Springcore (2.5mm thick) wire of high tensile strength of 165 kg/ sq.mmwith tape (0.52 mm thick) and weight 43.478 gm/ metre (cost ofM.S. angle, C.C. blocks shall be paid separately Please Enable Macros to View BoQ information |
