Providing Approach road to CC helipad in view of Honble Chief Minister of AP at JSW Steel Plant in Sunnapurallapalli Village of Jammalamadugu Mandal in YSR district on 03.07.2026

Earthwork excavation and removal of unserviceable soils upto SDR including excavation, loading and disposal upto 1000 mts etc., complete for finished item of work as per MoRT&H specification 301(5th Revision) and as directed by the Engineer-in-Charge

Providing, Laying, Spreading and compacting graded HBD crushed stone aggregate to Wet Mix macadem specification ( 5th Revision) as per Table 400-13, including cost of all materials and including premixing the material with water at OMC in Mechanical mix plant carriage of mixed material by tipper to site , laying in uniform layers with paver in base courses on well prepared surface and compacting with Vibratory roller to acheive the desired density etc., as directed by the Engineer-in-Charge and as per MoRT&H specification.406 (5th revision) for finished item of work.

Providing and applying prime coat with bitumen emulsion (SS1) Bulk using emulsion pressure distributor on prepared surface of granular base including clearing of road surface and spraying emulsion at the rate of 0.70 kg/sqm using emulsion pressure distributor for finished item of work etc., complete as per MoRT&H Specification 502 (5th revision) and as directed by the Engineer-in-charge

Providing and applying tack coat with bitumen VG-10 (Bulk) using Bitumen pressure distributor at the rate of 0.25 kgs per sqm on the prepared Granular surface treated with primer 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 and applying tack coat with bitumen VG-10 (Bulk) using Bitumen pressure distributor at the rate of 0.20 kgs per sqm on the prepared bituminous 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 30mm thick compacted Bituminous Concrete with 100-120 TPH Batch Type Hot Mix Plant using HBD crushed aggregates of Grading – 2 as per table 500-17, premixed with Bituminous binder of VG 30 Grade as per jobmix formula with a minimum of 5.4% by mass of total mix and filler, transporting the hot mix to work site, laying with hydrostatic sensor paver finisher 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

Supplying of hot applied thermoplatsic road marking compound, 2.5mm thick including reflectorising glass beads @ 250 gms with Reflectorising glass beads on Bituminous surface at 250 gms per sqm area thickness of 2.5mm is exclusive of surface applied glass bead as per IRC 35 the materials should be of BERGER Company/BERGER Equivalent and must comply with the following: (A) White index for the product should be in the range of 60-70 when measured against standard refernce. The applied panel 7/8 number must be submitted for checking up the white index in the department lab. In Case the department approves the white index of any vendor, the department engineer may carryout random checking of the applied products at site against the approved panel. In case of any major deviation, beyond acceptance limit, department reserve the rigid to cancel or reject the total supplied consignment of the said material as per approved panel at his own cost and additional demurrages may be claimed due to loss of man days (as per the rules of the department). (B) Luminance factor of the material should be in the range of 80 - 85% at 45 degree centigrade as per ASSTHOM 4249. (C) Crack resistance: The applied panel cured for 7 days under ambient condition and then should be tested as per BS3262, Part-1, 1989 and should pass at the range of '0' degree centigrade to '-10' degree centigrade (D) Adhesion: Strong (E) Softoning point: 102 degree centigrade (F) Dired film finish:Smooth and uniform (G) Night vision: High as directed by the Engineer - In - Charge and conforming to IS:164-1961(1st revision reaffirmed in 1986) and clause conforming to IRC 35-1997.

Forming embankment with Side earth by mechanical means upto SDR including pre-watering of soil , removal of top soil, excavation of soils , depositing the soils 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)