| 1 | 1 | Excavation for Structures (Earthwork in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom, backfilling the excavation earth to the extent required and utilising the remaining earth locally for road work.\nOrdinary Soil- Manual Means (Depth upto 3.0 m) | BI01010001010000000000000515BI0100001113 | 11025 | Cum |
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| 2 | 2 | Supplying and filling in plinth with 100 mm thick Fine sand or stone dust under floor including, watering, ramming consolidating and dressing complete. | BI01010001010000000000000515BI0100001114 | 5635 | Sqm |
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| 3 | 3 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering\n1:3:6 ( 1 Cement : 3 Coarse sand : 6 Stone aggregate 20 mm ) | BI01010001010000000000000515BI0100001115 | 735 | Cum |
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| 4 | 4 | Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete \nHot rolled deformed bars (Tor) | BI01010001010000000000000515BI0100001116 | 234584 | Kg |
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| 5 | 5 | Providing and laying in position specified grade of reinforcement cement concrete excluding the cost of centering, shuttering, finishing and reinforcement - All work upto plinth level.\n1 :2 : 4 ( 1 Cement : 2 Coarse sand : 4 Stone aggregate 20 mm ) | BI01010001010000000000000515BI0100001117 | 2336.68 | Cum |
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| 6 | 6 | Centering and shuttering including struting, propping etc. and removal of form for Foundation, footinngs, bases of columns for mass concrete | BI01010001010000000000000515BI0100001118 | 1821.08 | Sqm |
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| 7 | 7 | Centering and shuttering including struting, propping etc. and removal of form for Walls (any thickness) including attached pilasters, buttressess, plinth and string courses etc. | BI01010001010000000000000515BI0100001119 | 13928 | Sqm |
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| 8 | 8 | 12 mm Thick Plastering in Cement Morter 1 : 4 \n(1 Cement : 4 Coarse Sand ) | BI01010001010000000000000515BI0100001120 | 9800 | Sqm |
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| 9 | 9 | Filling available excavated 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 upto 50 m and lift upto 1.5 m. | BI01010001010000000000000515BI0100001121 | 7717.5 | Cum |
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