C/o of Road from NEC Road to upper chabang village (3kms) under phassang circle , kurung kumey District

Amount

SH I: JUNGLE CLEARANCE:( 3.00KM)

clearing and grubbing road land ncluding uprooting wild grass, bushes, shrubs sapling and trees of girth upto 300mm, removal of stumps of such trees cut earlier and disposal of uncerviceable materials and stacking of serviceable materials to be used or auction upto a lead of 1000m including removable and disposal of top organic soil not exceeding 150mm in thickness as per technical specification clause 201, by manual means ( in area of thorny jungle ( Ref item:-2,3)(i) B

SH II:FORMATION CUTTING :3.00KM

Excavation in Soil with Dozer with lead upto 100 metres (Excavation for road way in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 metres (average lead50 metres), including trimming bottom and side slopes in accordance with requirements of lines, grades and cross sections.

Excavation in Ordinary Rock with Dozer with lead upto 100 metres (Excavation for roadway in ordinary rock by deploying a dozer, 80 HP including cutting and pushing the cut earth to site of embankment upto a distance of 100 metres ( average lead 50 metres ), trimming bottom and side slopes in accordance with the requirements of lines, grades and cross sections.)

SH III:Protection work- Breast Wall 34 Mtrs. & 3.8 Mtr height

Excavation for Structures (Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material.) I.Ordinary soil A.Manual Means i.upto 3 m depth

PCC 1:3:6 in Foundation (Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.)

Stone masonry work in cement mortar 1:3 for substructure complete as per drawing and Technical Specifications b.Random Rubble Masonry

Dry rubble Flooring

Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification a) Granular material

(SH IV: - KUTCHA DRAIN ) - 2.988 km

Surface Drain in soil(construction of unlined surface drains of average cross sectional area 0.40 sqm in soil to specified lines, grades, levels and dimensions to the requirement of clause 301 and 309. Excavated material to be used in embankment within a lead of 50 meters(average lead 25 meters) B. Manual means

Surface Drain in soil(construction of unlined surface drains of average cross sectional area 0.40 sqm in soil to specified lines, grades, levels and dimensions to the requirement of clause 301 and 309. Excavated material to be used in embankment within a lead of 50 meters(average lead 25 meters)

Ms YARKUM AGENCY (BID ID -6968)