Gram Narkhoriya Uttardeeh mein bagirathi gautam ke makan se mohammad umar ke ghar hote huye sohbat dhobi ke ghar tak cc road ka nirman karya

Earthwork in cutting or in embankment in ordinary soil excavation to be in the form of regular pits not exceeding 0.50 indepth and also including 1.5m lift & 30m lead including but top 30 to 50 cm including hire & fuel charges of road roller and water etc required for proper complition of the work as per direction of E/I of the work in as per SI No. 253

Excavation in Foundation in ordinary soil (Loamclay or sand) including lift up to 1.5m and lead up to 30m. and including filling, sides of foundation trenches or into the plinth and removal and disposal of surplus earth as directed by the E/I up to a distance of 30m. from the foundation trenches including all T&P etc. complete Rate as per S.I.No. 251

C.C. with 40 mm gauge brick balasst,C/Sand & Cement in the proportion of including 1:5:10 supply of all materials labour T&P etc. complete required for proper completion of the work as per S.I. No. 274

M-150 Class B/W in 1:4 cement & Coarse Sand finencess modulous mortar in foundation and plinth including supply of all material, labour tools and plants. etc. required for proper completion of work. Rate as per S.I.No. 305

Construction of granular sub-base by providing well 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 smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401.

Providing, laying, spreading and compacting stone aggregates of specific sizes (53-22.4 mm) to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening/binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density grading 2 as per Technical Specification Clause 405. (WBM III)

Cement Concrete Pavement thickness as per design over a prepared sub base with 43 gauge cement or any other type as per Clause coarse and fine aggregates confirming to IS:383 maximum size of coarse aggregate not exceeding 25 mm mixed in a concrete mixure of not less than 0.20 cum capacity and approved appropriate weigh batcher using approved mixed design laid in approved fixed side formwork curring of concrete slabs for 14 days curring compounded (where specified) and water finising to lines and grade as per drawing and technical specification clause 1501

12 mm thk plaster 1 part cement and 3 part c sand si no 583

S/F Shilanayash Board

Please Enable Macros to View BoQ information