| 1 | 1 | Earth work in cutting or in embankment in ordinary soil excavation to be in the form of regular pit not exceeding 0.50 m in depth and earth work in embankment to be in 20 cm th. layers including ramming and dressing the surface to required levels and slopes also including 1.5 m lift and 30 m lead . The earth fro cutting to be usd in making embankment or to be deposite as spoil bank with in 30 .distance as directed by the engineer (royalty removed by Govt.) for small work /Abadi area (where machine can not move) SOR item no . 253(a) Including Labour cess. But Excluding cost of GST as per applicable. | | 60 | cum |
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| 2 | 2 | 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 (Grade-I) (Ref. to Mort&H Specification No.401) Including Labour cess. But Excluding cost of GST as per applicable. | | 24.75 | cum |
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| 3 | 4 | Construction of un-reinforced at expansion and construction joint only, plain cement concrete pavement, thickness as per disign, over a prepared sub base with 43 grade cement or any other type as per Clause 1501.2.2 (1:1½:3) coarse and fine aggregates confirming to IS 383 maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less then 0.2 cum capacity and appropriate weight 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 formwork as per drawing), spreading the concrete with shovels. rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints 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 compound (Where specified) and water finishing to lines and grade as per drawing and Technical Specification Clause 1501 including Cost of Polythene Sheet and also including complete shifting of matrials & Concrete etc.(M-20) (without Dowalbar) Chp. 20 No. 9(1). Including Labour cess But Excluding cost of GST as per applicable. | | 43.5 | cum |
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| 4 | 5 | M-150 Brick on edge pavement on parties with bricks, laid dry joints filled with local sand including preparation of base to proper slope, and its ramming, spreading layer of 1 cm. (3/8\") depth of local sand over the subgrade and including supply of all materials, labour Tools &plants etc. required for proper completion of the work. As per SI No. 763 | | 60 | Sqm. |
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| 5 | 6 | Excavation in foundation in ordinary soil (Loam, clay or sand) including lift upto 1.50 M. and 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 the Engineer-in charge upto a distance of 30 M. from the foundation trenches. (where machine can not move ) As per SI No. 251 (a) Including Labour cess But Excluding cost of GST as per applicable. | | 34.4 | cum |
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| 6 | 7 | Concrete with 40 mm gauge Stone ballast fine sand of 1.25 FM and cement in proportion of 8:4:1 in foundation and under floors, including supply of all materials, labour and T&P etc. required for proper completion of the work as per SI. No. 281. Including Labour cess But Excluding cost of GST as per applicable. | | 8.6 | cum |
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| 7 | 8 | M-150 class brick work in 1:4 cement and coarse sand mortar in foundation and plinth including supply of all materials, labour, curing and T&P etc. required for proper completion of the work. As per S.I. No.305(a). Including Labour cess But Excluding cost of GST as per applicable. | | 13.8 | cum |
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| 8 | 9 | 12 cm thick plaster with cement and fine sand of 1.25 fineness modules in 1:4 over brick work minimum thickness not to be less than 1cm. including supply of all materials, labour, tools & plants etc. required for proper completion of the work. SI No 582. Including Labour cess But Excluding cost of GST as per applicable. | | 60 | Sqm. |
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| 9 | 10 | Providing and laying cement concrete in bed with 1:2:4 (1 cement : 2 coarsesand : 4 graded stone grit 20m) by laid over base concrete including supply of all materials, curing, labour and T&P etc. required for proper completion of the work. as per S.I. NO 279a Including Labour cess But Excluding cost of GST as per applicable. | | 2.7 | cum |
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