| 1 | 1 | Excavation including loading unloading disposal and dressing of excavated earth within initial lead of 50m. & lift up to 1.50m in dry or moist including dressing of excavated area de-watering wherever required complete in all respect. Hard/dense soil. | BI01010001010000000000000515BI0100001117 | 105 | Cum |
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| 2 | 2 | Cement concrete (1:2:4) M-15 well mixed and laid in position complete including all leads of all construction materials including curing and finishing having well graded crusher broken stone aggregate of maximum size upto (d) 20 mm. | BI01010001010000000000000515BI0100001119 | 55.2 | Cum |
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| 3 | 3 | R.R. stone masonry (using R.R. stones where 75% stones to be not less than 15cm in size in any direction and weighing not less than 23 kg) for Foundation including curing all leads of all construction materials including curing etc.complete In cement sand mortar (1:4) | BI01010001010000000000000515BI0100001121 | 123 | Cum |
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| 4 | 4 | R.R. stone masonry (using R.R. stones where 75% stones to be not less than 15cm in size in any direction and weighing not less than 23 kg) for super structures including all leads of all construction materials including all leads of all construction materials including curing etc.complete In cement sand mortar (1:4) | BI01010001010000000000000515BI0100001121 | 4.22 | Cum |
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| 5 | 5 | Providing and laying cement concrete coping in (1:2:4) with maximum size of crusher broken aggregate upto 20 mm including shuttering etc. with all leads of material complete in all respect in thickness of: (a) 75 mm | BI01010001010000000000000515BI0100001119 | 6.75 | Sqm |
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| 6 | 6 | Flush or ruled pointing on stone masonry including racking of joints and curing etc. complete including all leads of all construction materials in mortar ratio Cement sand mortar (1:3). | BI01010001010000000000000515BI0100001121 | 696 | Sqm |
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| 7 | 7 | Earth work in rough (borrow area) excavation for embankment in hard soil, Morrum or highly weathered strata dry or moist, including laying in 20 cm layers (before compaction) and breaking of clods, sorting of grass, pebbles etc. and dressing when compacted manually or by plain roller with initial lead of 250 m and lift up to 1.5m (excluding charges for compaction and watering), including loading and un-loading wherever required complete in all respect. | BI01010001010000000000000515BI0100001121 | 300 | Cum |
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| 8 | 8 | (a) Extra charges for lead beyond 250m and upto 750m (for average ½ km) | BI01010001010000000000000515BI0100001121 | 300 | Cum |
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| 9 | 9 | (b) Add extra for each subsequent lead of 500m or part, there of beyond ½ Km and up to 2 km | BI01010001010000000000000515BI0100001121 | 300 | Cum |
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| 10 | 10 | Compaction of earth or highly weathered strata, By mechanical equipment such as sheep foot roller/ pneumatic tyred roller to obtain dry density of. (i) at least 90% of Standard Proctor's density | BI01010001010000000000000515BI0100001121 | 300 | Cum |
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| 11 | 11 | Watering of earth including cost of carriage of water when source of water is (b) upto 1 km. | BI01010001010000000000000515BI0100001121 | 300 | Cum |
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| 12 | 12 | R.R. stone Masonry Kharanja with proper packing of chipping stones using hammer as per I.S. specifications (using R.R. stones where 75% stones to be not less than 15 cm in size in any direction and weighing not less than 23 kg.) for foundation including all leads of all construction materials including curing etc. complete in 1:6 Cement Mortar. | BI01010001010000000000000515BI0100001127 | 180 | Cum |
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