Restrengthning of Various Roads in Chitrakoot Nagar Bhuwana Scheme. 7904

Item Code [2025 PWD BSR 5.1]:Item Type [road] :: Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base (WBM/WMM) including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per MoRTH Specification Clause 502

Item Code [2025 PWD BSR 5.2 (i)]:Item Type [road] :: Providing and applying tack coat with Bitumen emulsion (RS-1)using emulsion distributor at the rate of 0.20 to 0.30 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per MoRTH Specification Clause 503.

Item Code [2025 UNIFIED BSR 5.3 (ii)]:Item Type [road] :: Bituminous Macadam Providing and laying bituminous macadam with hot mix plant using crushed aggregates of grading as per Table 500-7 premixed with bituminous binder, transported to site with all leads laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled to achieve the desired compaction as per MoRTH Specification Clause 504. Bitumen (VG-30)

Item Code [2025 UNIFIED BSR 5.8 MSS]:Item Type [Other] :: Sub Item Code [2025 UNIFIED BSR 5.8 MSS + By Mechanical Means A]: Mix Seal Surfacing Providing, laying and rolling of close-graded premix surfacing material of 20mm thickness composed of 11.2 mm to 0.9 mm (Type-A) or 13.2 mm to 0.9 mm (Type-B) aggregates using Viscosity grade bitumen to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 8-10kN static roller and finishing to required level and grades as per MoRTH Specification Clause 508 Type A (II) Bitumen (VG-30)

Item Code [road 2025 4.6]:Item Type [road] :: Providing ,laying , spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (PugMill), carriage of mixed material by tipper to site ,laying in uniform layers in sub-base/base course on a well prepared sub- base and compacting with smooth wheel roller of 80 to 100kN weight to achieve the desired density including lighting ,barricading and maintenance of diversion ,etc as per Tables 400-12&400-13 and MoRTH Specification Clause 406. By Mechanical Means with all lead

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