| 1 | 1 | 1 Appendix-A - Railing works for walkway | BI01010001010000000000000515BI0100001112 | | |
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| 2 | 1.01 | Clearing works: Engaging Man coolies. | BI01010001010000000000000515BI0100001113 | 15 | nos |
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| 3 | 1.02 | Demolishing cement concrete manually / by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in-Charge.Nominal concrete 1:4:8 leaner mix ( including equivalent design mix) | BI01010001010000000000000515BI0100001114 | 0.756 | m3 |
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| 4 | 1.03 | Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation\ntrenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sidesand ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.All kinds of soil | BI01010001010000000000000515BI0100001115 | 5.016 | m3 |
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| 5 | 1.04 | Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of\ncentering, shuttering, finishing and reinforcement - All work up to plinth level:1:2:4 ( 1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) | BI01010001010000000000000515BI0100001116 | 4.025 | m3 |
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| 6 | 1.05 | Steel work in built up G I tubular ( round, square or rectangular hollow tubes etc.) trusses etc., including\ncutting, hoisting,fixing in position and applying a priming coat of approved steel primer, including welding\nand bolted with special shaped washers etc. complete | BI01010001010000000000000515BI0100001117 | 1365.3 | kg |
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| 7 | 1.06 | Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of\ncentering, shuttering, finishing and reinforcement - All work up to plinth level:1:1:5:3 (1 cement 1.5 coarse\nsand :3 graded stone aggregate 20 mm nominal size | BI01010001010000000000000515BI0100001118 | 0.441 | m3 |
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| 8 | 1.07 | Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and\nbinding all complete upto plinth levelThermo - Mechanically Treated bars of grade Fe-500D or more | BI01010001010000000000000515BI0100001119 | 20 | kg |
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| 9 | 1.08 | Applying priming coat:With ready mixed red oxide zinc chromate primer of approved brand and manufacture on steel galvanised iron /steel works | BI01010001010000000000000515BI0100001120 | 106.8 | m2 |
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| 10 | 1.09 | Painting with synthetic enamel paint of approved brand and manufacture to give an even shade:Two or more coats on new work | BI01010001010000000000000515BI0100001121 | 107 | m2 |
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| 11 | 1.1 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and\nshuttering - All work up to plinth level:1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40\nnominal size) | BI01010001010000000000000515BI0100001122 | 4.8 | m3 |
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| 12 | 1.11 | Solid masonry using pre cast solid blocks (factory made) of size 30x20x15cm or nearest available size\nconfirming to IS 2185 part I of 1979 for super structure up to floor two level with thickness 15cm in : CM 1:6 ( 1 cement : 6 coarse sand) etc complete | BI01010001010000000000000515BI0100001123 | 4 | m3 |
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| 13 | 1.12 | 12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand) | BI01010001010000000000000515BI0100001124 | 40 | m2 |
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| 14 | 1.13 | Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams,\ngirders bressumers and cantilevers | BI01010001010000000000000515BI0100001125 | 29 | m2 |
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| 15 | 1.14 | Repairs of retaining wall. Engaging labours: Coolies | BI01010001010000000000000515BI0100001126 | 12 | nos |
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| 16 | 1.15 | Repairs of retaining wall. Engaging labours: Mason. | BI01010001010000000000000515BI0100001127 | 15 | nos |
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| 17 | 2 | 2 Appendix-B - Internal Road / Retaining Wall | BI01010001010000000000000515BI0100001128 | | |
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| 18 | 2.01 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and\nshuttering - All work up to plinth level:1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40\nnominal size) | BI01010001010000000000000515BI0100001129 | 54.15 | m3 |
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| 19 | 2.02 | Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of\ncentering, shuttering, finishing and reinforcement - All work up to plinth level:1:2:4 ( 1 cement : 2 coarse\nsand : 4 graded stone aggregate 20 mm nominal size) | BI01010001010000000000000515BI0100001130 | 31.502 | m3 |
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| 20 | 2.03 | Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of\ncolumns, etc for mass concrete | BI01010001010000000000000515BI0100001131 | 30 | m2 |
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| 21 | 2.04 | Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation\ntrenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.All kinds of soil | BI01010001010000000000000515BI0100001132 | 35.46 | m3 |
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| 22 | 2.05 | Random rubble masonry with hard stone in foundation and plinth including levelling up with cement\nconcrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) up to plinth\nlevel with:Cement mortar 1:6 (1 cement : 6 coarse sand) | BI01010001010000000000000515BI0100001133 | 112.2 | m3 |
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| 23 | 2.06 | Filling with contractor own earth (excluding rock) in open areas in layers not exceeding 20 cm in depth,\nconsolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m as per\ndirection of site Engineer-in-charge. | BI01010001010000000000000515BI0100001134 | 72 | m3 |
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| 24 | 2.07 | Providing , laying spreading and compacting graded stone aggregate ( size range 53 mm to 0.075 mm) towet mix macadam (WMM) specification including prem ixing the material with water at OMC in mechanical mix plant, carriage of mixed material by tipper to site, for all leads & lifts, laying in uniform layers with mechanical paver finisher in sub - base / base course on well prepared surface and compacting with vibratory roller of 8 to 10 tonne capacity to achieve the desired density, complete as per specifications and directions of Engineer - in- Charge. | BI01010001010000000000000515BI0100001135 | 37.8 | m3 |
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| 25 | 3 | Engaging men and machineries for excavation and levelling works. | BI01010001010000000000000515BI0100001136 | | |
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| 26 | 4 | Appendix-C - Building Maintanence | BI01010001010000000000000515BI0100001137 | | |
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| 27 | 4.01 | Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation\ntrenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.All kinds of soil | BI01010001010000000000000515BI0100001138 | 18.241 | m3 |
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| 28 | 4.02 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and\nshuttering - All work up to plinth level:1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40\nnominal size) | BI01010001010000000000000515BI0100001139 | 5.713 | m3 |
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| 29 | 4.03 | 12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand) | BI01010001010000000000000515BI0100001140 | 2196 | m2 |
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| 30 | 4.04 | Providing and laying Ceramic glazed floor tiles of size 300x300 mm (thickness to be specified by the manufact urer), of 1st quality conforming to IS : 15622, ofapproved make, in colours such as White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick cement mortar 1:4 (1Cement : 4 Coarse sand), including pointing the joints with white cement and matching pigment etc., complete. | BI01010001010000000000000515BI0100001141 | 87.25 | m2 |
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| 31 | 4.05 | 15 mm cement plaster on rough side of single or half brick wall finished with a floating coat of neat\ncement of mix:1:3 ( 1 Cement : 3 fine sand) | BI01010001010000000000000515BI0100001142 | 793.045 | m2 |
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| 32 | 4.06 | 9 mm cement plastering of mix : 1:3 (1 cement : 3 fine sand ) including all cost of materials, labour charges etc complete | BI01010001010000000000000515BI0100001143 | 568.941 | m2 |
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| 33 | 4.07 | Solid masonry using pre cast solid blocks (factory made) of size 30x20x15cm or nearest available size confirming to IS 2185 part I of 1979 for super structure up to floor two level with thickness 15cm in : CM 1:6 ( 1 cement : 6 coarse sand) etc complete | BI01010001010000000000000515BI0100001144 | 11.52 | m3 |
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| 34 | 4.08 | 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 tot floor five level excluding cost of centering, shuttering, finishing and reinforcement :1:1.5:3( 1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size) | BI01010001010000000000000515BI0100001145 | 1.297 | m3 |
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| 35 | 4.09 | Steel work in built up G I tubular ( round, square or rectangular hollow tubes etc.) trusses etc., including\ncutting, hoisting,fixing in position and applying a priming coat of approved steel primer, including welding\nand bolted with special shaped washers etc. complete | BI01010001010000000000000515BI0100001146 | 384 | kg |
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| 36 | 4.1 | Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelThermo - Mechanically Treated bars of grade Fe-500D or more | BI01010001010000000000000515BI0100001147 | 130 | kg |
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| 37 | 4.11 | Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of\ncolumns, etc for mass concrete | BI01010001010000000000000515BI0100001148 | 16 | m2 |
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| 38 | 4.12 | Supplying and laying Galvalume trafford sheet 0.5 mm or nearest size over the truss work including positioning with corrosion resistant self drilling screws including all materials, labour, conveyence etc.complete. | BI01010001010000000000000515BI0100001149 | 100 | m2 |
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| 39 | 4.13 | Applying priming coat:With ready mixed red oxide zinc chromate primer of approved brand and\nmanufacture on steel galvanised iron /steel works | BI01010001010000000000000515BI0100001150 | 51.84 | m3 |
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| 40 | 4.14 | Painting with synthetic enamel paint of approved brand and manufacture to give an even shade:Two or\nmore coats on new work | BI01010001010000000000000515BI0100001151 | 51.84 | m2 |
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| 41 | 5 | Cleaning and clearing works | BI01010001010000000000000515BI0100001152 | | |
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| 42 | 6 | Conveyance of materials by head load | BI01010001010000000000000515BI0100001153 | | |
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| 43 | 7 | Electrification Works | BI01010001010000000000000515BI0100001154 | | |
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| 44 | 8 | Appendix-D - Water Connection | BI01010001010000000000000515BI0100001155 | | |
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| 45 | 9 | Appendix-E - Waste Management | BI01010001010000000000000515BI0100001156 | | |
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