Under District Deoria, Construction of road from Gauribazar Awadhpur Karmel Link Road to Vidya Singh Cantonment to village Katai Maurya Tola in the development block of Deoria district, Lot No 36

Work

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 asper Technical Specification Clause 201 MORD2.2 201

"Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross- sections.Construction of road for 100% compaction MORD 301.5&302"

Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause MORD.3 3.5 302 (I)

Construction of granular Sub-base by providing well graded materials,sprading in uniform layers with motor grader/tractor mounted appropriate equipement on perpared surface mixing by mix in place mathod with rotavator at OMC,And compacting with smooth wheel roller to achived the desired density,compleate as per Techinical Specification Clause 401

Providing, laying and compacting of stone aggregates of 45-63 mm size to water bound macadam specification including spreading in uniform thickness,hand packing ,rolling with smooth wheel roller 80-100KN in stages to proper grade and camber appling and brooming stone screening binding materials to fill up theinterstices of coarse aggregate,watring and compacting to the required density grading 2 as per PWD Specification.

"Providing, laying and compacting of stone aggregates of 53-22.4 mm size to water bound macadam specification including spreading in uniform thickness,hand packing ,rolling with smooth wheel roller 80-100KN in stages to proper grade and camber appling and brooming stone screening binding materials to fill up theinterstices of coarse aggregate,watring and compacting to the required density grading 3 as per PWD Specification."

Providing and applying prime caot with SS emulson/Bitumen using bitumen emulsion pressure distributor (@0.850Kg) per Sqm.

Providing and laying tack caot with Bitumin emulusion distributer of the rate of 0.25 to 0.30 kg per sqmon the preapered granular surface treated with primer and cleaned with Hydraulic broom as per technical specification clasuse-503

Providing, laying and rolling of open graded premix carpet of 20mm thickness composed of 13.2mm to 5.6mm aggregates either using penetration grade bitumin or emulsion to required line grade and level to serve as wearing course on a previously prepared e.t.c