Road

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 deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material as per Technical Specification 305 MORD/304 MORTH Including contractors profit & Over head charges but excluding GST etc., complete-For Foundations

Filling in foundation trenches / Pipe bedding with Sand as per drawing and technical specification Clause 305.39 MORD & 304 MORTH including contractors profit & Over head charges, but excluding GST and seigniorage etc., complete

Providing concrete for plain concrete M 10 grade in open foundations using 40 mm nominal size hard stone aggregate (HBG), 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 contractors profit & Over head charges, but excluding GST and seigniorage etc, complete For levelling course

Plain cement concrete M 15 grade using 40.20 & 10mm metal (HBG) mechanically mixed in foundation complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 and 1203 MORD and 1500, 1700 & 2200 MORTH including contractors profit & Over head charges, but excluding GST and seigniorage etc, complete- for Head walls of pipe culverts & footings of slab culverts For Head walls and Parapet

Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material including fixing collar with cement mortar 12 but excluding excavation protection works backfilling concrete and masonry works in head wall and parapets Tech Specification Clause 1101.6 MORD including contractors profit & Over head charges, but excluding GST and seigniorage etc complete For Pipe Culverts with 1200mm dia NP3 pipes

(Excluding Cement) Construction of un-reinforced, jointed at expansion and construction joint only, plain cement concrete pavement with VCC (1:2:4) equivalent to M20 mix thickness as per design, over a prepared sub base, with 53 grade cement or any other type as per Clause 1501.22, coarse and fine aggregates conforming to IS 383, maximum in a concrete mixer of not less than 0.2 cum capacity and appropeiate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with sholvels, rakes, compacted using needle and plate vibrators and finished in continuous operation including provision of, construction joints, primer, sealant, admixtures as approved, curing of concrete slabs for 14- days. water finishing to lines and grade as per drawing and Technical Specification Clause 1501 MORD

Construction of RCC guide posts of 230 mm x 230 mm, 0.75 m hieght, M20 grade cast-in-situ with 20 mm nominal size aggregate (HBG), true to line and grade, tolerance of vertical RCC posts not to exceed 1 in 500 as per drawing and Technical Specification Clause 1608.2 including contractors profit & Over head charges, but excluding GST and seigniorage etc., complete

Painting two coats including primer coat after filling the surface with synthetic enamel paint in all shades on new, plastered/concrete surfaces as per drawing and Technical Specification Clause 1701MORD including contractors profit & Over head charges, but excluding GST etc complete