Restoration of rain damages on Dharer Rajnali Bhagotla road Km 0/00 to 5/00 (SW- P/L GSB, WBM, G-II, G-III in Km 4/00 to 4/480 and Tarring in Km 3/720 to 4/480 (PDNA 2025)

Construction of Granular Sub Base by providing well graded material, spreading in uniform layers with tractor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with three wheel roller 80-100 (Eighty to hundred) KN static roller to achieve the desired density, complete as per MORD Technical Specification clause 401 for grading-I material and as per the entire satisfaction and direction of Engineer-in-Charge including carriage of materials within all leads and lifts and other incidential . The rate is including octroi, royality, Malkana, toll tax, or other taxes imposed by the Government but excluding GST.

Providing, laying, Wearing 63 to 45mm ( Sixty three to forty five milimetre) nominal size Grading-2, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel 80-100 Kn. in stages to proper grade and camber, applying and brooming, stone screening/ binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density grading 2 as per technical specification Clasue 405 as per directions of Engineer-in-charge including carriage of materials, within all leads, lifts and other incidentals. The rate is including octroi, royality, Malkana, toll tax, or other taxes imposed by the Government but excluding GST.

Providing, laying, Wearing 53 to 22.4mm ( Fifty thee to twenty two point four milimetre) nominal size Grading-3, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel 80-100 Kn. in stages to proper grade and camber, applying and brooming, stone screening/ to fill-up the interstices of coarse aggregate, watering and compacting to the required density grading 3 as per technical specification Clasue 405 including carriage of materials within all leads and lift and other incidentals as per the direction of Engineer-in- Charge.The rate is including octroi, royality, Malkana, toll tax, or other taxes imposed by the Government but excluding GST.

Providing and applying primer coat with Bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface with hydraulic broom and spraying primer at the rate of 0.85 Kg. (Zero decimal eight five Kilogram) per Square metres using mechanical means as per technical specification clause 502, and as per the directions of Engineer-in-charge including carriage of materials within all leads and lifts and other incidents. The rate is including octroi, royality, Malkana, toll tax, or other taxes imposed by the Government but excluding GST.

Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion pressure distributor at the rate of 0.275 Kg. (Zero decimal two seven five Kilogramme) per Square metres on the prepared granular surface treated with primer and cleaned with Hydraulic broom as per technical specification clause 503, as per directions of Engineer-in-charge including carriage of materials within all leads and lifts and other incidentals. The rate is including octroi, royality, Malkana, toll tax, or other taxes imposed by the Government but excluding GST.

Providing, laying and rolling of open-graded premix carpet of 20 mm (Twenty milimetre) compected thickness composed of Type-A 13.2 mm (Thirteen decimal two milimetre) to 5.6 mm (Five decimal six milimetre) aggregates at rate of 0.27 Cum. ( Zero point two seven Cubicmetres) mixed with penetration grade V.G-10 (VG-Ten) Bitumen at the rate 14.6 Kg. ( Fourteen point six Kilogramme) per ten Square metres of road surface to required line, grade and level to serve as wearing course on a previously prepared base, including mixing and heating binder and aggregate in Hot mix Plant 30/40 ( Thirty / Forty) Tonne per hour capacity, transporting mixed material with tipper any laying with paver finisher to the required grade and camper and rolling with a three wheel 80-100 (Eighty - Hundred)KN static road roller, finished to required level and grades to be followed by seal coat as per Technical Specification Clause 508 and 511 of MORD specification as per directions of Engineer-in-charge including carriage of materials within all leads and lifts and other incidentals. The rate is including octroi, royality, Malkana, toll tax, or other taxes imposed by the Government but excluding GST.

Providing and laying seal coat for sealing the voids in a bituminous surface laid to specified level grade and cross fall using type-B as per technical specification Clause 510 using Bitumen grade V.G. 10 (Viscosity Grade Ten) at the rate of 6.8 kg (Six point eight kilogramme premixed with 0.06 (Zero point Zero six cubic meter of fine aggregate per ten square metre heated in hot mix plant and laying manually of mixed material and rolling with power road roller 8 - 10 tonne (eight to ten) tonnes capacity as per the direction of Engineer-in-Charge.The rate is including octroi, royality, Malkana, toll tax, or other taxes imposed by the Government but excluding GST.