| 1 | 1 | Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge.\n2.6.1 All kinds of soil | BI01010001010000000000000515BI0100001113 | 891.95 | cum |
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| 2 | 2 | Supplying and filling in plinth with sand under floors, including watering,ramming, consolidating and dressing complete. | BI01010001010000000000000515BI0100001114 | 658.03 | cum |
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| 3 | 3 | Preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5 cm depth, dressing to camber and consolidating with road roller including making good the undulations etc. and re-rolling the sub grade and disposal of surplus earth with lead upto 50 metres. | BI01010001010000000000000515BI0100001115 | 82.06 | sqm |
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| 4 | 4 | Centering and shuttering including strutting, propping etc. and removal of form for all heights :Foundations, footings, bases of columns, etc. for mass concrete. | BI01010001010000000000000515BI0100001116 | 732.88 | sqm |
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| 5 | 5 | 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 (zone-III) : 8 graded stone aggregate 40 mm nominal size) | BI01010001010000000000000515BI0100001117 | 211.13 | cum |
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| 6 | 6 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :\"1:2:4 (1 cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 20 mm nominal size). | BI01010001010000000000000515BI0100001118 | 565.95 | cum |
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| 7 | 7 | Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including\npumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-in-charge. | BI01010001010000000000000515BI0100001119 | 724.68 | cum |
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| 8 | 8 | Construction of granular sub-base by providing close graded Material conforming to specifications, mixing in a mechanical mix plant at OMC, carriage of mixed material by tippers to work site, for all leads & lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per specifications and directions of Engineer-in-Charge.With material conforming to Grade-III (size range 26.5 mm to 0.075 mm ) having CBR Value-20. | BI01010001010000000000000515BI0100001120 | 16463.3 | cum |
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| 9 | 9 | Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge.Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix) | BI01010001010000000000000515BI0100001121 | 10451.7 | cum |
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| 10 | 10 | Structural steel work riveted, bolted or welded in built up sections,trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. | BI01010001010000000000000515BI0100001122 | 72.38 | kg |
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| 11 | 11 | Providing and fixing 1mm thick M.S. sheet gate including applying a priming coat of approved steel primer as per direction of Engineer In-Charge | BI01010001010000000000000515BI0100001123 | 238.97 | sqm |
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| 12 | 12 | Providing and laying in position bitumen hot sealing compound for expansion joints etc.Using grade 'A' sealing compound. | BI01010001010000000000000515BI0100001123 | 1603.8 | per cm\ndepth per cm\nwidth per\nm length |
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| 13 | 13 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.Thermo-Mechanically Treated bars of grade Fe-500D or more. | BI01010001010000000000000515BI0100001125 | 938.4 | kg |
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| 14 | 14 | Centering and shuttering including strutting, propping etc. and removal of form for all heights :Suspended floors, roofs, landings, balconies and access platform. | BI01010001010000000000000515BI0100001126 | 602.7 | sqm |
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| 15 | 15 | Centering and shuttering including strutting, propping etc. and removal of form for all heights :Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. | BI01010001010000000000000515BI0100001127 | 1029 | sqm |
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