| 1 | 1 | Surface dressing of the ground including removing vegetation and inequalities not exceeding 15 cm and disposal of rubbish, lead up to 50 m and lift up to 1.5 m. | BI01010001010000000000000515BI0100001113 | 148.5 | m2 |
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| 2 | 2 | Earth work in rough excavation, banking excavated earth in layers not exceeding 20 cm in depth, breaking clods, watering, rolling each layer with ½ tonne roller or wooden or steel rammers, and rolling every 3rd and\ntop-most layer with power roller of minimum 8 tonnes and dressing up in embankments for roads, flood banks, marginal banks and guide banks or filling up ground depressions, lead upto 50 m and lift upto 1.5 m : 2.2.1 All kinds of soil | BI01010001010000000000000515BI0100001114 | 24.19 | m3 |
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| 3 | 3 | Providing and laying in position cement concrete of specified grade excluding\nthe cost of centering and shuttering - All work up to plinth level :1:4:8 (1 Cement : 4 coarse sand (zone-III) : 8 graded stone\naggregate 40 mm nominal size) | BI01010001010000000000000515BI0100001115 | 16.87 | m3 |
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| 4 | 4 | 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. up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement : 5.2.2 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) : 3 graded stone aggregate 20 mm nominal size). | BI01010001010000000000000515BI0100001116 | 11.21 | m3 |
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| 5 | 5 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level.Thermo-Mechanically Treated bars . | BI01010001010000000000000515BI0100001117 | 896.8 | kg |
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| 6 | 6 | Centering and shuttering including strutting, propping etc. and removal of form for all heights :Suspended floors, roofs, landings, balconies and access platform | BI01010001010000000000000515BI0100001118 | 68.88 | m2 |
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| 7 | 7 | Solid block masonry using precast solid block ( factory made) of size 40x20x15 cm or nearest available size coming IS 2185 part 1 of 1979 for superstructure above floor two level up to floor five level with thickness 15 cm in CM 1:6 ( 1 cement:6 course sand) etc. Complete | BI01010001010000000000000515BI0100001119 | 2.66 | m3 |
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| 8 | 8 | plastering with cement mortar 1:4, 12 mm thick one coat including charges for watering, curing etc. complete | BI01010001010000000000000515BI0100001120 | 238.43 | m2 |
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| 9 | 9 | Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and\napplying a priming coat of approved steel primer all complete. | BI01010001010000000000000515BI0100001121 | 781.34 | kg |
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| 10 | 10 | Painting with synthetic enamel paint of approved brand and manufacture to give an even shade : Two or more coats. | BI01010001010000000000000515BI0100001122 | 71.16 | m2 |
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| 11 | 11 | Roof with aluminium trafford sheets 0.56 mm thick or equalant with such 20 mm thick stich screw and washers and head and nessessary overlaps of 150mm at ends including all cost and conveyance of materials and labour charges etc. | BI01010001010000000000000515BI0100001123 | 190.78 | m2 |
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| 12 | 12 | Finishing with Deluxe Multi surface paint system for interiors and exteriors using Primer as per manufacturers specifications : 13.48.1 Two or more coats applied on walls @ 1.25 ltr/10 sqm\nover and including one coat of Special primer applied @ 0.75 ltr /10 sqm | BI01010001010000000000000515BI0100001124 | 89.93 | m2 |
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| 13 | 13 | Surface dressing of the ground including removing vegetation and in equalities\nnot exceeding 15 cm and disposal of rubbish, lead upto 50 m and lift up to 1.53 m.\n | BI01010001010000000000000515BI0100001125 | 27.2 | m2 |
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| 14 | 14 | Earth work in rough excavation, banking excavated earth in layers not exceeding 20 cm in depth, breaking clods, watering, rolling each layer with ½ tonne roller or wooden or steel rammers, and rolling every 3rd and top-most layer with power roller of minimum 8 tonnes and dressing up in embankments for roads, flood banks, marginal banks and guide banks or\nfilling up ground depressions, lead upto 50 m and lift upto 1.5 m : 2.2.1 All kinds of soil | BI01010001010000000000000515BI0100001126 | 0.32 | m3 |
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| 15 | 15 | 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. up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement :1:1.5:3 (1 cement : 1.5 coarse sand :3 graded stone\naggregate 20 mm nominal size). | BI01010001010000000000000515BI0100001127 | 0.32 | m3 |
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| 16 | 16 | Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and\napplying a priming coat of approved steel primer all complete. | BI01010001010000000000000515BI0100001128 | 345.02 | kg |
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| 17 | 17 | Painting with synthetic enamel paint of approved brand and manufacture to give an even shade : two or more coats . | BI01010001010000000000000515BI0100001129 | 22.7 | m2 |
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| 18 | 18 | Roof with aluminium trafford sheets 0.56 mm thick or equalant with such 20 mm thick stich screw and washers and head and nessessary overlaps of 150mm at ends including all cost and conveyance of materials and labour charges etc. | BI01010001010000000000000515BI0100001130 | 41.6 | m2 |
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| 19 | 19 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :1:4:8 (1 Cement : 4 coarse sand : 8 graded stone\naggregate 40 mm nominal size) | BI01010001010000000000000515BI0100001131 | 2.72 | m3 |
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| 20 | 20 | plastering with cement mortar 1:4, 12 mm thick one coat including charges for watering, curing etc. complete | BI01010001010000000000000515BI0100001132 | 27.2 | m2 |
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| 21 | 21 | Unoforeseen | BI01010001010000000000000515BI0100001133 | 1 | Nos |
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