15 - Construction and Recarpeting BT Road in WardNo. 59, 60 Shiv Nagar Kachi Basthi Ranga Swami in UIT Area Chittorgarh

Earthwork in excavation for roadway in soil, including stacking / disposal of surplus Material exclusive of compensation of earth (MoRTH specification : clause 301 to 305).

Providing, laying and spreading and compacting crushed graded stone aggregate as per Table 400-10 & 400.11 to wet mix macadam Specifications including premixing the material with water to OMC in mechanical mixer (Pug mill) as per design mix, carriage of mixed material by tipper to site laying in uniform layers with moter grader/F.E. loader/paver finisher, in sub-base/base course on a well prepared Under-base and compacting with vibratory Roller to achieve the desired density including lighting, guarding, barricading and maintenance of Diversion etc. (MoRTH Specification : Clause 406) with all lead & lift

Providing and applying primer coat over prepared surface of granular base with bitumen emulsion as per IS:8887 & manufacturer"s Specifications @ 6 kg/10 sqm with a self propelled or towed bitumen pressure sprayer equipped for spraying the material uniformly at specified rates and temperatures (including cleaning of road surface) as per MoRTH Specifications : CI 502, 112

Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion pressure distributor at the rate of 0.30 to 0.35 kg per sqm on the prepared non-bituminous surfaces (cement concrete pavement) cleaned with Hydraulic broom as per MoRTH Specification Clause 503

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 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)

Mix Seal Surfacing Providing,laying and rolling of close- graded premix surfacing material of 20mm thickness composed of 11.2mm to 0.9mm (Type-A) or 13.2mm to0.9mm (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. Bitumen (VG-30)