GENERAL NH 744 construction of Gabion wall puanalur to kottavasal General NH 744 Construction of Gabion wall at ch 76 700 RHS CH 71 820 RHS Ch 69 420 RHS ch 72 260 RHS General Civil Work

3.18:Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2

12.1.B.1: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. Ordinary Soil - Depth upto 3m - Mechanical Means

10.12:Clearance of land slides in soil and ordinary rock by a bull-dozer D 80 A-12, 180 HP and disposal of the same on the valley side

12.1.3.A: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. Hard Rock ( requiring blasting) - Manual Means

12.8.A.1:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. PCC Grade M15

OD281341/2025-2026:Providing and making Gabion structures with Mechanically Woven Double twisted Hexagonal shaped wire mesh gabion boxes 1m or 0.5m High(as per dwg),1M width, length will vary as per requirement , with diaphragms in every 1M, for gabions of length higher than 1.5M as per standards as per IS 16014:2012 ,MORTH clause 2500 , of required size , Mesh type 10x12 ( D=100mm ),Zinc+PVC coated, Mesh Wire dia. 2.7/3.7mm (ID/OD), mechanically edged / selvedged, with partitions at every 1m interval and shall have minimum 10 numbers of mesh openings per meter of mesh perpendicular to twist, tying with lacing wire of dia 2.2/3.2 mm (ID/OD), supplied @ 3% by weight of gabion boxes ,filled with boulders with least dimension of 200 mm ,as per drawing ,all complete as per directions of engineer-in charge

3.17:Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of table 300-2.

3.16:Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2.

12.7.B:Random Rubble Masonry (coursed/uncoursed ) Work in Cement Mortar 1:3 in Foundation complete as per Drawing and Technical Specifications.