Immediate Restoration on Nasirabad Kekri Deoli Road (SH 26) from Morla Chouraha to Junction of NH 52 via Hanuman Nagar Thana (Chainage from 94/200 to 98/600

Construction of granular sub-base by providing well graded material, spreading in uniform layers with Tractor Mount Grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per MoRTH Specification Clause 401. For Grading III Material

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 100 kN 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

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 -1.0kg/sqm using mechanical means as per MoRTH Specification Clause 502

Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distribut or 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.

Providing and laying dense graded bituminous macadam with100-120 TPH batch type HMP producing an average out put of 75 tones per hour using crushed aggregates of specified grading, premixed with bituminous binder minimum @4.0 & 4.5 percent by weight of total mix and filler, transporting the hot mix to work site, laying with a hydro static paverfinisher with sensor control to there quired grade, level and alignment, rolling with smooth wheeled, vibratory and tand em rollers to achieve the desired compaction as per MoRTH Specifications Clause 505 complete in all respects. Bitumen (VG-30)

Providing and laying bituminous concrete with100-120 TPH batch type hot mix plant producing an average out put of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder minimum @5.2 & 5.4 percent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achievethedesiredcompactionasperMoRTHSpecificationsClause507completeinallrespects

for Grading-I(19 mm nominal size) Bitumen (VG-10)

Please Enable Macros to View BoQ information