Construction of Road from Jalah Thomna Road under SOPD-G for the year 2018-19

Amount

Clearing groubbing Road land including uprooting revelation grass, brushes, surbs, sapings and tree girh upto 300mm removal stumps of trees cocurfer and disposal of unservicible materials and staking of servicable matarials to be used auctioned upto lead of 1000m including removal and disposal of top organic soil not exceeding 150m thickness. (I) By manual means (a) In area of non thorny jungle.

Compacting original ground supporting subgrade : Loosening of the ground upto a level of 300mm below the subgrade level, watered, graded and compacted in layers to meet requirement of tables 300.1 and 300.2 for subgrade construction as per technical Specification Clause 303.5.2. (a) Private Land

Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5m transporting to side spreading grading to required slope and compacting to meet requirement of table as 300.1 and 300.2 with a lead upto 1000 and as per technical specifiaction clause 301.5 (I) Private land

Construction of sub-grade and earthen shoulder Construction of sub-grade and earthen shoulder with approved materials obtained from borrow pits with all lifts and leads, transporting to site, spreading, Grading to required slope and compacted to meet requirement of table 300.2 with a lead upto 1000m as per tech. Specification cl no. 301.1 (I) Private land.

Construction of Granular sub-base by proving well Grade materials spreading in iniform layer with motor grader on prepare surface mixing by mix in place method with ratovator at once and compacting at once and compacting with smooth wheel roller to achievd the desire destiny complete as per clause 401. (ii) For grading II Material

WBM Grading : 3 Using stone screening type A 13.2mm for grade 3:- Providing laying spreading and compacting stone aggregate of specific size to water bound macadom specification including spreading in uniform thickness, hand packing rolling with smooth wheel roller 80-100 kN in stages to proper grade and chamber. Applying and brooming, stone screening/binding materials to fill up the interstices of coarse aggregate. watering and compacting to the required destiny grading 3 as per technical specification Clause 405 (a) By manuals means

Providing and laying interlocking concrete block pavement (M40) having thickness 80mm as per Technical Specification Clause 1504 complete Including carriage. (a) Including Edge Block/Edge Restraints

Trafic Sign A Retro-Reflectorised Signs 1 Proving and fixing of Retro-Reflectorised cautionary, mantotary and informatory sign as per ITC:67 made of encapsulted lens type reflected sheeting, 1.5mm thick supported on a mild steel angle Iron post 75mmX75mmX6mm firmly fixed to the ground by means of property design foundation with M15 grade cement concrete 450mmX450mmX600mm, 600mm below groubnd level as per drawing and technical specification Clause 801 II) 600MM Equiavalent

Kilometre Stone Reinforced cement concrete M15 Grade Kilometre Stone/Local stone of standard design as per IRS:8 fixing in position including painting and printing etc. as per drawing and Technical Specification Clause 1703. ii) Ordinary kilometre Stone (Precast)

RAMEN RAMCHIARY