DMF

Name of the Work: Construction of CC Road and Protection work from Garden wall in to Mahalakshmi cottage in Talupulamma ammavari Devastnam at L.Kothuru (v) of Tuni (M) Est Rs 40.00 Lakhs Earthwork in excacation 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 excaGSTed suitable material as per Technical Specification 305 MORD / 304 MORTH ,including overhead charges & Contractors profit but excluding GST.

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 GST.

Plain/reinforced cement concrete R.C.C grade M 20 (Design Mix) in substructure using 20 mm & 10 Graded HBG Metal aggregate, including cost, and conveyance of all materials to site and all labour charge mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days complete as per drawingscomplete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 and 1204 MORD and 1500, 1700 & 2200 MORTH including contractors profit & Over head charges but excluding GST and Seignorage charge

Supplying, fitting and placing HYSD bar reinforcement (Fe 500) in substructure complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202 MORD / Sections 1600 & 2200 MORTH for Bars below 36 mm dia including over laps and wastage, where they are not welded.

Construction of granular sub-base/shoulders by providing well graded Grading III material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with Vibratory Roller 80-100 kN capacity to achieve the desired density, complete as per Technical Specification Clause 402 MORD, including overhead charges & Contractor profit, But excluding GST & Seignorage charges.

Construction of un-reinforced, dowel jointed at expansion and construction joint only, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M20 (Grade), coarse and fine aggregates conforming to IS : 383, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (laying and fixing of 125 micron thick polythene film, wedges, including levelling the formwork as per drawing), spreading the concrete with sholvels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contraction and expansion and construction joints, applying debonding strips, primer, sealant, admixtures as approved, curing of concrete slabs for 14- days, curing compound (where specified) and water finishing to lines and grade as per drawing and Technical Specification Clause 1501 MORD including overhead charges & Contractors profit but excluding GST and seigniorage charges