| 1 | 1 | Dismantling brick work of stone work in lime or cement morter and including stacking of materials as directed be the Engineer-in-charge with in a distance of 60 meter (200feet). | BI01010001010000000000000515BI0100001112 | 46 | cum. |
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| 2 | 2 | Excavation in foundation in ordinary soil (loam, clay or sand) including lift upto 1.50 M lead upto 30 M and including filling watering and ramming of excavated earth into the trenches or into the space between the building and the sides of foundation trenches or into the plinth and removal and disposal of surplus earth as directed by Engineer-in-charge upto a distance of 30 M from the foundation trenches. (S.I. No. 251a) | BI01010001010000000000000515BI0100001113 | 32 | cum. |
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| 3 | 3 | Concrete with 4 cm gauge brick ballast , fine sand of 1.25 FM and cement in proportion of 12:6:1 in foundation and under floors including supply of all materials, labour , T&P etc. required for proper completion of the work. (SI No.273 ) | BI01010001010000000000000515BI0100001114 | 11 | cum. |
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| 4 | 4 | M-150 Brick Work in 1:4 one cement and four coarse sand mortar in foundation and plinth including supply of all materials, labour , T&P etc. required for proper completion of the work. SI No. 305(a) | BI01010001010000000000000515BI0100001115 | 16 | cum. |
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| 5 | 5 | 12 mm thick plaster with cement and fine sand of 1.25 FM in 1:4 over brick with minimum thickness not to be less than 1 cm including the supply of all materials, labour, tools and plants etc. required for proper completion of the work. SI No. 584 | BI01010001010000000000000515BI0100001116 | 90 | Sqm. |
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| 6 | 6 | Cement Concrete with 2 cm gauge stone grit, approved coarse sand, cement in proportion of 4:2:1 including supply of all materials, labour, T&P etc. required for proper completion of the work. SI No. 279(a) | BI01010001010000000000000515BI0100001117 | 3.11 | cum. |
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| 7 | 7 | Construction of granular sub-base by providing coarse graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401 | BI01010001010000000000000515BI0100001118 | 35.25 | cum. |
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| 8 | 8 | Construction of un-reinforced, dowel jointed at expansive and construction joint only, plain cement cincrete pavement, thickness any other type as per clause 1501.2.2(1:1.5:3) coarse and fine aggregated confirming to IS 383 maximum size of coarse aggregate and exceeding 25mm, mixed in a concrete mixer of not less than 0:2 cum capacity and appropriate weigth batcher using approved mix design, laid in approved fixed side form work (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the framwork as per drawing), spreading the concrete with shovels. rakes, compacted using needle, screed and plate vibrators and finished in continuous operating including provision of contraction and expansion construction joins as per norms, applying debonding strips primer, sealant, dowel bars, near approaches to bridge/culvert and construction, joints admixtures as approved curing of concrete slabs for 14 days , curing compund(Where specified) and water finishing to lines and grade as per drawing and technical specification clause 1501 including cost of polythene sheet and dowel bar and also including complete shifting of materials & concrete etc. (M-20) Same as above but when thickness of CC is less then 20 cm. (without dowel Bar) New item 9(1) | BI01010001010000000000000515BI0100001119 | 53 | cum. |
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| 9 | 9 | RCC work with cement, approved coarse sand, 2cm gauge approved stone grit in proportion of 1:1.5:3 for slabs excluding supply of reinforcement and its bending, but i/c its fixing and binding the same with 24 BWG GI binding wire and including necessary centering and shuttering etc. & i/c supply of all materials, labour, T&P etc. required for proper completion of work including cost of binding wire. Rate excludes making of drip course which shall be paid extra. SI No.289 | BI01010001010000000000000515BI0100001120 | 1.25 | cum. |
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| 10 | 10 | M.S.(Tor steel or plain )in plain work such as RCC or RB work including bending for proper shape and inclding supply of steel and its wastage, bend, hooks and authorized overlapping shall be measured and including cost of binding wire . (S.I No. 504) | BI01010001010000000000000515BI0100001121 | 1.5 | qtl |
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| 11 | 11 | Disposal of surplus earth upto 3.0KM distance | BI01010001010000000000000515BI0100001122 | 46 | cum. |
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