| 1 | 1 | Earth work in Excavation in trenches for foundations pipes cable etc in ordinary soil i/c lift upto 1.5m. Lead upto 50m. As per PWD SOR Item no. 251 | BI01010001010000000000000515BI0100001113 | 52.51 | cum |
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| 2 | 2 | Earth work in embarkment in ordinary soil, i/c all complete of work by 5.0km cortage | BI01010001010000000000000515BI0100001114 | 180 | cum |
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| 3 | 3 | Providing and laying cement concrete 1:5:10 ( 1 cement : 5 fine sand : 10 graded brick aggregate 40mm. Nominal size) including supply of all materials. Labour and T&P etc. required for proper completion of the work and curing complete, also including cost of formwork in foundation and floors. | BI01010001010000000000000515BI0100001115 | 17.5 | cum |
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| 4 | 4 | Class-150 brick work in 1:3 cement and coarse sand mortar in foundation and plinth including supply of all materials, labour and T&P etc. | BI01010001010000000000000515BI0100001116 | 57.08 | cum |
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| 5 | 5 | Provind and laying cement concrete 1:2:4 ( 1 cement : 2coarse sand : 4 graded stone ballast 20mm. Nominal size) including supply of all materials. Labour and T&P etc. required for proper completion of the work and curing complete, also including cost of formwork in foundation and floors. | BI01010001010000000000000515BI0100001117 | 5.47 | cum |
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| 6 | 6 | 12mm. Thick plaster with cement mortar in proportion of 1:3 cement & c/ sand mortar i/c all | BI01010001010000000000000515BI0100001118 | 105.6 | sqm |
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| 7 | 7 | Providing and laying RCC 1:1.5:3 ( 1 cement : 1.5coarse sand : 3 graded stone ballast 20mm. Nominal size) including supply of all materials. Labour and T&P etc. required for proper completion of the work | BI01010001010000000000000515BI0100001119 | 0.48 | cum |
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| 8 | 8 | Mild steel work such as reinforced concrete or reinforced brick work as per SOR NO 504 | BI01010001010000000000000515BI0100001120 | 0.75 | qtl |
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| 9 | 9 | Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place mathod with rotavator at OMC, and compacting with smooth wheel foller to achieve the desired density, complete as per technical specification clause 401 | | 43.61 | cum |
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| 10 | 10 | Laying of 80mm thick I shaped machanically compacted c.c. inter locking pavers tiles manufactured by high pressure & controlled vibration machine having minimum 5.0 mm thick topping cp cement mixed 20% marbel powder thr compressive strength of paver blocks shall not less than 30 MPa & 4.5 kg wt./no. & ISI marked, over compected specified base including 4cm thick c/fine sand bed over prepared surface including all labour T&P etc. required for proper completion of work. | | 290.7 | sqm |
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