| 1 | 1 | Demolishing of concrete grouted stone Brick Masonary including department of unserviceable material upto lead 1m. | BI01010001010000000000000515BI0100001113 | 8.88 | Cum |
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| 2 | 2 | Earth work in excavation by manual means over areas (Exceeding 30cm and upto 1.5mtr. in depth,1.5 Mtr in width as well as 10 Sqm on plan) including disposal of excavated earth upto 1 Mtr for cutting edge, disposed earth to be levelled and neatly dressed in. i) All kind of soils. | BI01010001010000000000000515BI0100001114 | 4.13 | Cum |
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| 3 | 3 | Earth work in rough excavation, banking excavated earth in layers not exceeding 20 cm in depth, breaking clods, watering, rolling each layer with half tonne roller or wooden or steel rammers and rolling every third and top- most layer with power roller of minimum 8 tonnes and dressing up in embankments for roads, flood banks, marginal banks and guide banks or filling up ground depressions lead upto 50 mtr and lift upto 1.5 Mtr in : All kinds of soil. \nBut excluding ramming & watering.\n | BI01010001010000000000000515BI0100001115 | 5.18 | Cum |
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| 4 | 4 | Grouting of stone pitching using M-10 nominal mix concrete ( Maximum size of aggs. 20mm nominal) @6.00 cum per 100 sqm on horizontal/ side slopes complete including curing. Crushed. | BI01010001010000000000000515BI0100001116 | 16.5 | Cum |
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| 5 | 5 | Dry stone pitching (any thickness) excluding cost of stones On horizontal | BI01010001010000000000000515BI0100001117 | 0.37 | Cum |
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| 6 | 6 | Dry stone pitching (any thickness) excluding cost of stones On slopes | BI01010001010000000000000515BI0100001118 | 2.1 | Cum |
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| 7 | 7 | Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering-All work upto plinth level. 1:2:4 (1 Cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) Crushed. | BI01010001010000000000000515BI0100001119 | 0.4 | Cum |
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| 8 | 8 | Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering-All work upto plinth level. 1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) Crushed | BI01010001010000000000000515BI0100001120 | 16.65 | Cum |
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| 9 | 9 | Centering and shuttering incl. strutting, propping etc and removal of form work for foundations, footings bases of columns etc. | BI01010001010000000000000515BI0100001121 | 34.5 | Sqm |
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| 10 | 10 | 12 mm cement plaster of mix 1:4 (1 Cement:4 coarse sand). | BI01010001010000000000000515BI0100001122 | 62 | Sqm |
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| 11 | 11 | Supply of stones. | BI01010001010000000000000515BI0100001123 | 2.09 | Cum |
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| 12 | 12 | Carriage of Stone from source to site of work av. distance 10Km. by M.T. | BI01010001010000000000000515BI0100001125 | 2.09 | Cum |
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| 13 | 13 | Carriage of Sand and Bajri from source to site of work av. distance 10Km. by M.T. | BI01010001010000000000000515BI0100001126 | 25.13 | Cum |
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| 14 | 14 | Carriage of departmental material form divisional store Kathua to site of work (Cement ) 12Km. by M.T. | BI01010001010000000000000515BI0100001127 | 4.35 | M.T. |
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| 15 | 15 | Carriage of Earth av 1Km.by M.T. | BI01010001010000000000000515BI0100001128 | 5.18 | Cum |
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