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Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterrious material and disposal upto a lead of 50m, dressing of sides and bottom and backfilling in trenches with excavated suitable material as per Technical Specification 305 MORD / 304 MORTH, including overhead charges & Contractors profit but excluding VAT and Seigniorage charges - For Foundations

Filling in foundation trenches for Pipe bedding with Sand as per drawing and technical specification Clause 305.3.9 MORD & 304 MORTH including overhead charges & Contractors profit but excluding VAT and seigniorage charges.

Providing concrete for plain concrete M 10 grade in open foundations using 40 mm nominal size Graded hard stone aggregate, mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH including overhead charges & Contractors profit but excluding VAT and seigniorage charges For levelling course

Plain cement concrete M 15 grade using 40,20 & 10mm metal mechanically mixed in foundation complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 and 1204 MORD and 1500, 1700 & 2200 MORTH including overhead charges & Contractors profit but excluding VAT and seigniorage charges - Head walls u/s

Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head wall and parapets. Tech Specification Clause 1106 MORD including overhead charges & Contractors profit but excluding VAT and seigniorage - For Pipe Culverts with 1000mm dia NP3 pipes

Construction of un-reinforced cement concrete for pavement of VCC (1:2:4) equivalent to M20 mix, with expansion and construction joints only, over a prepared sub base, with 43 grade cement, CA & FA conforming to IS: 383 and laid in approved fixed side formwork(steel), and spreading, compacted using needle and plate vibrators including required admixtures as approved, curing of concrete slabs for 14-days and finished as per drawings.e