| 1 | 1.01 | 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 upto 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 | 1468.96 | Cum |
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| 2 | 1.02 | Supplying and filling in plinth with river sand under floors, including watering, ramming, consolidating and dressing complete. | BI01010001010000000000000515BI0100001116 | 129.62 | Cum |
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| 3 | 1.03 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size) | BI01010001010000000000000515BI0100001117 | 499.27 | Cum |
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| 4 | 1.04 | 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)\n | BI01010001010000000000000515BI0100001118 | 1022.3 | Cum |
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| 5 | 1.05 | Centering and shuttering including strutting, propping etc. and removal of form for: Suspended floors, roofs, landings, balconies and access platform. | BI01010001010000000000000515BI0100001119 | 210.6 | Sqm |
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| 6 | 1.06 | Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion, (i) Single socketed pipes. 75 mm diameter | BI01010001010000000000000515BI0100001120 | 253.8 | metre |
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| 7 | 1.07 | 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 | BI01010001010000000000000515BI0100001121 | 84123.1 | kilogram |
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| 8 | 1.08 | Centering and shuttering including strutting, propping etc. and removal of form work for : Foundations, footings, bases for columns | BI01010001010000000000000515BI0100001122 | 191.2 | Sqm |
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| 9 | 1.09 | Preparation and consolidation of subgrade with road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5 cm depth, dressing to camber and consolidation with power roller including making good the undulations etc. and re-rolling the sub grade and disposal of surplus earth upto 50 metres. | BI01010001010000000000000515BI0100001123 | 3696.5 | 100 Sqm |
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| 10 | 1.1 | Supplying and stacking good quality moorum at work site with all lead and royalty, all complete. | BI01010001010000000000000515BI0100001124 | 239 | Cum |
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| 11 | 1.11 | Spreading moorum/sand/ stone dust etc. in layers not exceeding 150mm in thickness, leveling to required gradient and camber, watering and consolidation of each layer with power roller 80/100 KN capacity (Payment to be made for compacted volume of the moorum/sand) | BI01010001010000000000000515BI0100001125 | 978.3 | Cum |
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| 12 | 1.12 | Supplying and stacking at work site coarse clean sand with all lead and royalty, all complete. | BI01010001010000000000000515BI0100001126 | 739.3 | Cum |
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| 13 | 1.13 | Earth Work in rough excavation over area in all kinds of soil by mechanical means including mechanical loading into the tippers and transportation of excavated earth within a lead of 1 KM including dressing of disposed soil wherever required etc. all complete as per the instruction of EIC. | BI01010001010000000000000515BI0100001127 | 739.3 | Cum |
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| 14 | 1.14 | Centering and shuttering including strutting, propping etc. and removal of form for: Foundations, footings, bases of columns, etc. for mass concrete. | BI01010001010000000000000515BI0100001128 | 680.2 | Sqm |
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| 15 | 1.15 | Centering and shuttering including strutting, propping etc. and removal of form for: Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. | BI01010001010000000000000515BI0100001129 | 4000.8 | Sqm |
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| 16 | 1.16 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. | BI01010001010000000000000515BI0100001130 | 140.21 | Cum |
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| 17 | 2 | Total impact of GST for the purpose of CTC | BI01010001010000000000000515BI0100001234 | 1 | Nos |
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