| 1 | 1 | E/W Cutting / filling in Cartage up to 5 k.m including all complete. | BI01010001010000000000000515BI0100001112 | 288 | CUM |
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| 2 | 2 | Excavation in foundation in ordinary Soil(Loam, clay or sand)including lift up to 1.50 M & including filling watering & ramming of excavated earth into the trenches or into the space between the building & the sides of the foundation trenches or into the plinth & removal & disposal of surplus earth as directed by the Engineer-in charge up to a distance of 30M. from the foundation trenches.[SI No.251] | BI01010001010000000000000515BI0100001113 | 63 | CUM |
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| 3 | 3 | Concrete with 4 cm. gauge brick ballast, fine sand of 1.25\nF.M. & cement ,in proportion of 8:4:1 in foundations & under floors, including supply of all materials ,labour, Tools & plants etc. . required for proper completion of the work.[SI. No.274] | BI01010001010000000000000515BI0100001114 | 12.6 | CUM |
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| 4 | 4 | M-150 Brick Work 1:3 with cement & course sand of 2.50 F.M mortar in foundation & plinth including supply of all materials,Labour,Tools & plants etc. required for proper completion of the work.[SI.No.307] | BI01010001010000000000000515BI0100001115 | 56.7 | CUM |
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| 5 | 5 | R.C.C Work with cement, approved coarse sand & 2cm. gauge approved stone grit in proportions of 1:2:4 excluding supply of reinforcement & its bending, but including its fixing & binding the same with 24 B.W.G.G.I.binding wire & including necessary centring & shuttering etc. & supply of all materials, labour ,Tools & plants etc. required for proper completion of the work Inc. cost of binding wire. The rate excludes making of drip course which shall be paid extra.(In foundation) | BI01010001010000000000000515BI0100001116 | 72 | SQM |
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| 6 | 6 | M.S.(tor steel or plain)in plain work such as R.C.C.or R.B.work Inc. bending for proper shape& including supply of steel & its wastage,bend,hooks & authorized overlapping shall be measured & Inc. cost of binding wire.[SI.No.504 | BI01010001010000000000000515BI0100001117 | 56.52 | QT |
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| 7 | 7 | 12mm thick plaster with cement & fine sand of 1.25f.m in 1:4 over brick work minimum thickness not to be less than\n1.0 cm including supply of all material,labour,tools&plant etc. required for completion of the work.[SI.No.584] | BI01010001010000000000000515BI0100001118 | 720 | SQM |
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| 8 | 8 | Construction of granular sub base (GSB) 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 MORTH specification Grade I As per 400-1 | BI01010001010000000000000515BI0100001119 | 54 | CUM |
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| 9 | 9 | Laying & providing of interlock pavement of 80 mm thick rubber moulded jig jag of M-30 grade of design/shape in required color & pattern over 1\"thick sand on proper base all comp. | BI01010001010000000000000515BI0100001120 | 360 | SQM |
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