5-Dhhakka me Chandmari ki bhumi per prastavit mahayojana marg per naale ka nirman karya. (Phase-2)

Earth work in embankment in ordinary soil loam clay and sand. Earthwork in cutting will be with 1.5m lift and 30cm lead earth for filling will be brought from a distance of 8km including cost of earth, loading, unloading, spreading 20cm layer all complete as per engineer in charge. PWD SOR 2025

Extra for compaction of earth work in ebankment under optimum moisture condition to give at least 95% of the mazimum dry density (proctor density )SOR 253 B-253 A/2022

Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, for all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. DSR 2.8.1/2023

Providing and laying OF 1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources DSR 4.1.8/2023

Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) DSR 5.1.2/02023

Centering and shuttering including strutting, propping etc. and removal of form for Foundations, footings, bases of columns, etc. for mass concrete dsr 2023/ 5.9.1

same as item no.6 as above but for Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc dsr 2023/ 5.9.2

same as item no. 6 as above but for Suspended floors, roofs, landings, balconies and access platform dsr 2023/ 5.9.3

Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more. DSR 5.22A.6/2023

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