| 1 | 1 | APPENDIX-A CONSTRUCTION OF BUILDING | | | |
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| 2 | 1.001 | 2.8.1:Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches 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 | BI01010001010000000000000515BI0100001114 | 32 | cum |
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| 3 | 1.002 | 4.1.8: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 aggregate 40 nominal size) | BI01010001010000000000000515BI0100001115 | 3.919 | cum |
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| 4 | 1.003 | 2.25:Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundation etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m. | BI01010001010000000000000515BI0100001116 | 32 | cum |
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| 5 | 1.004 | 50.2.25.1:Filling with contractor's own earth ( excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m as per direction of site Engineer-in-charge | BI01010001010000000000000515BI0100001117 | 16.2 | cum |
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| 6 | 1.005 | 5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete | BI01010001010000000000000515BI0100001118 | 18.8 | sqm |
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| 7 | 1.006 | 5.1.2: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:1:1:5:3 (1 cement 1.5 coarse sand :3 graded stone aggregate 20 mm nominal size | BI01010001010000000000000515BI0100001119 | 9.49 | cum |
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| 8 | 1.007 | 5.9.5:Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers | BI01010001010000000000000515BI0100001120 | 18.8 | sqm |
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| 9 | 1.008 | 5.22.6: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 | BI01010001010000000000000515BI0100001121 | 1264 | kilogram |
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| 10 | 1.009 | 5.9.6:Centering and shuttering including strutting, etc. and removal of form for:Columns, Pillars, Piers, Abutments, Posts and Struts | BI01010001010000000000000515BI0100001122 | 48 | sqm |
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| 11 | 1.01 | 5.9.3:Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platform | BI01010001010000000000000515BI0100001123 | 47.215 | sqm |
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| 12 | 1.011 | 5.9.21:Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders, bressumers and cantilevers with water proof\r\nply 12 mm thick. | BI01010001010000000000000515BI0100001124 | 29.026 | sqm |
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| 13 | 1.012 | 5.9.16.1:Centering and shuttering including strutting, etc. and removal of form for:\nEdges of slabs and breaks in floors and wallsUnder 20 cm wide | BI01010001010000000000000515BI0100001125 | 48.4 | metre |
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| 14 | 1.013 | 5.2.2: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) | BI01010001010000000000000515BI0100001126 | 4 | cum |
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| 15 | 1.014 | 5.3:Reinforced cement concrete work in beams, suspended floors, roofs, having slope up to 150 landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases up to floor five level excluding the cost of centering, shuttering, finishing and reinforcement, with1:1.5:3 (1 cement : 1.5 coarse sand (Zone III) : 3 graded stone aggregate 20 mm nominal size). | BI01010001010000000000000515BI0100001127 | 13.615 | cum |
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| 16 | 1.015 | 5.22A.6: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 of grade Fe-500D or more | BI01010001010000000000000515BI0100001128 | 2407.7 | kg |
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| 17 | 1.016 | 50.6.7.2:Laterate masonry with neatly dressed laterate stone of size 40x20x15cm or nearest size in cement mortar 1:6 for super structure above plinth level up to floor two level including all cost of materials, labour charges etc. | BI01010001010000000000000515BI0100001129 | 29.542 | cum |
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| 18 | 1.017 | OD8536/2021-2022:Dry rubble masonry for foundation and plinth including all cost conveyance etc complete .(KPWD data) | BI01010001010000000000000515BI0100001130 | 10.248 | cum |
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| 19 | 1.018 | 13.1.1:12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand) | BI01010001010000000000000515BI0100001131 | 387.79 | sqm |
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| 20 | 1.019 | 13.16.1:6 mm cement plaster of mix:1:3 ( 1 cement : 3 fine sand) | BI01010001010000000000000515BI0100001132 | 40.5 | sqm |
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| 21 | 1.02 | 13.29.3:18 mm thick plain cement mortar band in cement mortar 1:4 ( 1 cement : 4 fine sand):Raised Band | BI01010001010000000000000515BI0100001133 | 392 | per meter length per cm wiide |
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| 22 | 1.021 | 13.29.4:18 mm thick plain cement mortar band in cement mortar 1:4 ( 1 cement : 4 fine sand):Moulded Band | BI01010001010000000000000515BI0100001134 | 392 | per meter length per cm wiide |
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| 23 | 1.022 | 13.37.1:White washing with lime to give an even shade:New work (three or more coats) | BI01010001010000000000000515BI0100001135 | 428.29 | sqm |
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| 24 | 1.023 | 13.60.1:Wall painting with acrylic emulsion paint of approved brand and manufacture to give an even shade:Two or more coats on new work | BI01010001010000000000000515BI0100001136 | 1034.14 | sqm |
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| 25 | 1.024 | 13.61.1:Painting with synthetic enamel paint of approved brand and manufacture to give an even shade:Two or more coats on new work | BI01010001010000000000000515BI0100001137 | 109.296 | sqm |
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| 26 | 1.025 | 13.7.1:12 mm cement plaster finished with a floating coat of neat cement of mix:1:3 ( 1 cement : 3 fine sand) | BI01010001010000000000000515BI0100001138 | 40.5 | sqm |
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| 27 | 1.026 | 14.1.1:Repairs to plaster of thickness 12 mm to 20 mm in patches of area 2.5 sq meters and under, including cutting the patch in proper shape, raking out joints and preparing and plastering the surface of the walls complete, including disposal of rubbish to the dumping ground within 50 meters lead:With cement mortar 1:4 ( 1 cement : fine sand) | BI01010001010000000000000515BI0100001139 | 4.44 | sqm |
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| 28 | 1.027 | od71707/2019_2020/BL:Providing & fixing Departmental on roof pressed clay tile (Mangalore tile) of 20 mm nominal thickness and of approved size and as per approved pattern on wooden frame work complete (wooden frame work to be paid separately) | BI01010001010000000000000515BI0100001140 | 30 | sqm |
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| 29 | 1.028 | od71709/2019_2020/BL:supplying on roof pressed Clay Tile (Mangalore tile) of 20 mm nominal thickness and of approved size and as per approved pattern.\r\n | BI01010001010000000000000515BI0100001141 | 400 | each |
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| 30 | 1.029 | od71672/2019_2020/BL:Engaging coolie for clearing site | BI01010001010000000000000515BI0100001142 | 4 | each |
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| 31 | 1.03 | 10.16.1:Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete.Hot finished welded type tubes | BI01010001010000000000000515BI0100001143 | 1249.68 | kg |
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| 32 | 1.031 | 12.50:Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-charge) 0.50 mm (+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 upto 12 metre or as desired by Engineer-in-charge. The sheet shall be fixed using self drilling/self tapping screws of size (5.5x55mm) 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. | BI01010001010000000000000515BI0100001144 | 23.04 | sqm |
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| 33 | 1.032 | 11.38:Providing and laying Ceramic glazed floor tiles of size 300x300 mm (thickness to be specified by the manufacturer), of Ist quality conforming to IS : 15622, of approved make, in all colours, shades, except White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick bed of cement mortar 1:4 ( 1 cement : 4 Coarse sand), including pointing the joints with white cement and matching pigments etc., complete. | BI01010001010000000000000515BI0100001145 | 29.47 | sqm |
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