Name of Work:- Construction Work Of C. C. Road And Drain From Nanus Mod To Dr Alaudins House In Village Dola.Disst.Bhagpat.
Sl. No.
Item Description
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excavation in foundation in ordinary soil as per S.I. 251 (a)
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Earth work in cutting or in embankment in Ordinary Soil Excavation to be in the form regular pits not exceeding 0.50 M in depth and earth work in embankment to be in 20 cm. Layers including remming and dressing the surface to required levels and slopes and also including 1.50 m. lift and 30 m. lead. The earth from cutting to be used in making embankment or to be deposited as spoiled as spoiled banks with-in 30 M. Distance as directed by the engineer in charge. Exclusive Royallity. Wherever Applicable For Small Work or Abadi Area. (Where Machine Con Not Reach/Move SOR Num 253 (a)
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Concrete with 4cm gauge brick ballast, Fine sand and cement in proportion of 8:4:1 including supply of all materials labour and completion of the work . S.I .No- 275.
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M 150 Class Brick Work 1:4 Cement and approved Coarse sand of 2.25 fm in foundation and plinth including supply of all materials, labour Taxes and T&P etc required for proper completion of work Chap 6-S.I. No. 6.04- 305a
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12 mm thick Plaster with one part of cement and four part of approved Corse Sand Mortar including supply of all materials labour and completion of the work Chap 13 S.I.no 13.07 -584.
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Concrete with 4cm gauge approved Stone ballast, coarse sand and cement in proportion of 4:2:1 including supply of all materials labour and completion of the work .Chap-5 Si no-5.07 Schedule item 279.
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Construction of granular sub-base by providing close graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with front end loader at OMC and compacting with vibratory roller to achieve the desired density complete (as per RMR Analysis of rates)
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Construction of un-reinforced with expansion and construction joint , plain cement concretrre pavement thickness as per design , over a prepared sub base with 43 grade cement or any other as per Clause 1501.2.2 (1:1.5:3) coarse and fine aggregate confirming to IS383 maximum size of coarse aggregate including cost of polythene sheet also uncluding complete shifting of material and concrete etc. (M-30) as SI No.- new 9(1) of Chapter 20.
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