Maintenance work on DLP road Sri Ganganagar- Malout Road Km. 46/350 to 50/110 Risk and cost

Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per MoRTH Specification Clause 201. In area of non-thorny jungle

Maintenance of Earthen shoulder (filling with fresh selected soil) Makingup loss of material/irregularities on shoulders to thedesign level by adding fresh approved selectedsoil and compacting itwith appropriateequipmentatOMCuptoaleadof1000masperMoRTH specification Clause 3003

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/basecourse on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100 kN weight to achievethedesireddensityincludinglighting,barricading and maintenance of diversion, etcasper Tables 400-12 &400-13 and MoRTH Specification Clause 406

Prime Coat 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

Tack Coat Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per MoRTH Specification Clause 503.

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)

Providing, laying and rolling of open-graded premix carpet of 20mm thickness composed of 13.2mm to 5.6mm aggregates either using Viscosity grade bitumenoN emulsion to required line, gradeand level to serve aswearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 80-100 kN staticroller capacity, finished to required level and grade stobefollowedbysealcoatof either Type A or Type B or Type C as per MoRTH Specification Clause 510

Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels ,grade and cross fall using TypeA,TypeB and Type C as per MoRTH Specification Clause 511

MarkingCentreLineandstop linesetc. on roadasper IRCpattern with thermoplastic paint of approved quality and make with 8% glass beads laid on the road surfaceat temperature160"Cwitha special applicator machine complete with a special applicator machine complete with labourmaterial and traffic diversion arrangements

Maintenance of Road Furnitures Painting two coats with superior grade synthetic enamel paintof approved quality to giveanevenshade includingwriting letteringand figureswith synthetic enamel paint as per IRC specifications