FDR to Mylaram Gurthuru road at Km 1/4-6 in Warangal District.

Construction of embankment and Subgrade with material obtained from borrowed useful earth from outside road boundary CBR ≥ 12%, by mechanical means upto SDR with all leads and lifts including pre-watering of soil at borrow area, removal of top soil, excavation of soils at borrowed area, conveyance of soil, depositing the soil on the embankment, spreading soil, breaking clods, sectioning, grading and consolidation with 8 to 10 Tonnes Vibratory Road Roller @ OMC to meet requirement of table 300-2 of MoRT&H, including all hire and operational charges of T&P , complete for finished item of work as per MoRT&H specification 305 (5th revision)(Note: The work of embankment and subgrade shall be carried out as per Plan & Profile and payment shall be made based on the approved Plan & Profile by the levels).

Providing, Laying, Spreading and compacting graded HBG crushed stone aggregate to Wet Mix Macadem specification including cost of all materials and including premixing the material with water at OMC and carriage of mixed material by tipper to site, laying in uniform layers on well prepared surface and compacting with smooth wheeled roller etc., as directed by the Engineer-in-Charge for finished item of work.

Providing and aplying Prime coat with bitumen emulsion (Slow setting SS1) bulk using emulsion pressure distributor on prepared surface of Granular base including cleaning of road surface and spraying emulsion at the rate of 0.70 Kg/sqm using emulsion pressure distributor for finished item of work as per MoRT&H specification 502 (5th Revision) and as directed by the Engineer - in - charge.

Providing and applying tack coat with rapid setting emulsion using pressure distributor at the rate of 0.2Kgs per sqm on the prepared bituminous/granular surface cleaned with mechanical broom for finished item of work as per MoRT&H Specification 503 (5th revision) and as directed by the Engineer-in-Charge.

Providing 30 mm thick compacted Bituminous Concrete with 40-60 TPH HMP/100-120 TPH Batch mix plant using HBG crushed aggregates of size 9.5 mm and below Grading – 3 as per specification 507 of MoRT&H (5th revision), premixed with bitumen VG-30 grade @ 5.5% of mix and Hydrated Lime, transporting the hot mix to work site, laying with mechanical paver to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRT&H Specification 507 (5th revision) complete for finished item of work in all respects as directed by Engineer-in-Charge.