WBSDB/EE/CED-I/NIeT-51/2025-26 SL-1

Earthwork in excavation from borrow pits (land owned/arranged by the Department) and epositing in layers of 250 mm. including breaking clods in embankment works and to fill up back of butments, depressions and ruts with an initial lead up to 50 m and initial lift up to 1.5 m making bunds at top as directed dressing complete.

(a) Carriage up to total lead of 1.0 km.

(b) Carriage up to total lead of 2.0 km.

(c) Carriage up to total lead of 3.0 km.

(d) Carriage up to total lead of 4.0 km.

(e) Carriage up to total lead of 5.0 km.

Box cutting or filling in Road embankment in all sorts of soil including spreading the spoils properly over the flank as necessary or on berm to approximate grade & camber and rolling the sub-grade with power roller to proper camber and grade as per direction and satisfaction of Engineer-in-charge including uprooting and removing plants and jungles when and where necessary. (a) Depth up to 150 mm.

(b) For each additional Depth of 150mm and part thereof.

Water Bound Macadam Sub Base by consolidating Jhama metal / Laterite chelly or stone metal / shingles of specific size in hard crust to requisite thickness (measured after compaction) in layers including screening of metals etc. as necessary, hand packing, sweeping, watering and rolling in stages with power roller to proper line, grade and camber, lighting, guarding & barricading and making necessary earthen bundh of one metre width on each side where necessary to protect edges and preparing the bed by necessary cutting or filling and rolling all complete including the cost of all materials and hire and labour charges of all men and machineries and compacting to the required density, as per Clause 404 of pecifications for Road & Bridge Works of MoRT&H (5th Revision). (i) For Construction of Sub Base by consolidating Jhama metal (63 mm to 45 mm) with moorum screening :

Add GST @ 18% (CGST+SGST)

Labour Welfare Cess @ 1%

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