Construction of 60 mtr wide road from ch.32.16km to33.00km along with Yamuna expressway in yea WC-04

Supply & Laying of Good earth in layer not exceeding 20cm in depth breaking clods watering rolling each layers with 1/2 tonne roller or woodeen or steel rammer and rolling 3rd & Top layer with power roller of minimum 8tonnes and dressing upto embankment for roads flood bank marginal banks and guide banks aor filling up groubd depression as per MORTH (AR/YEIDA) Good earth. ALL LEADS AR YEIDA 301 SOR 2020

Extra for compaction of earth work in embankment under optimum moisture conditions to give at least 95% of the maximum dry density (proctor density). (DAR-/16.2/based on uppwd / SOR-2020)

Granular sub-base with close graded A, plant mix method Construction of granular sub-base by providing close graded material, mixing in mechanical mix plant at OMC, carriage of mixed material to work at motar grader on prepared surface and compacting with vibratory roller to achieve the desired density, complete as per clause 401 for grade-1 material (MORTH/(AR/YEIDA)

(ROYALITY)Granular sub-base with close graded A, plant mix method Construction of granular sub-base by providing close graded material, mixing in mechanical mix plant at OMC, carriage of mixed material to work at motar grader on prepared surface and compacting with vibratory roller to achieve the desired density, complete as per clause 401 for grade-1 material (MORTH/(AR/YEIDA)

Wet mix macadam Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam precification including premixing the material with water OMC in mechanical mix plant carriage of mixed material by tipper to site, laying in uniform layers with paver in sub base/base course on well prepared surface and compacting with vibratory roller to achieve the desired density as per Technical Specification Clause 406 of MORTH/(AR/YEIDA)

(ROYALITY)Wet mix macadam Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam precification including premixing the material with water OMC in mechanical mix plant carriage of mixed material by tipper to site, laying in uniform layers with paver in sub base/base course on well prepared surface and compacting with vibratory roller to achieve the desired density as per Technical Specification Clause 406 of MORTH/(AR/YEIDA)

Providing and applying primer coat with bitumen VG:10 on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.75 kg/sqm using mechanical means

Providing and applying tack coat with bitumen VG-10 using bitumen pressure distributor on the prepared bituminous surface cleaned with mechanical broom (Morth 503(ii)/AR/ YEIDA /based on uppwd / SOR-2020 ) On granular base such as WBM and WMM surface with 2.50Kg of bitumen for 10Sqm AR YEIDA MORTH SOR 2020 503

Dense Graded Bituminous Macadam Providing and laying dense graded bituminous macadam with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.25 per cent by weight of total 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 achieve the desired compaction as per MoRTH specification clause No. 507 complete in all respects. Grade II (50 mm thick) VG-30

Bituminous Concrete Providing and laying bituminous concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 per cent 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 achieve the desired compaction as per MORTH specification clause No. 509 complete in all respects Grade II (CRMB-55)