NieT07/EE/MED/GTA/2025-26(2nd Call)

Cutting: Earth work in cutting from road section in correct profile including removal of spoils not exceeding initial leads of 50m and initial lift of 1.50m. In mixed hard soil.

Excavation in ordinary rock using manual means including removal of spoila within all lifts and lead upto 50m.

Protection Wall : Excavation for Structures Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, removing, spreading or stacking of spoils within a lead of 150 m. as directed and including trimming the sides of the trenches, leveling, dressing and ramming the bottom, and backfilling with approved material complete as per direction of the Engineer-in-Charge . In Mixed Soil .

Plum Concrete work with cement concrete (1:3:6) with 40% 30mm dowm graded stone metal 60% an dstone boulder of size 150mm an dabove placed in position as directed excluding shuttering.

Hire and labour charges for Shuttering with or without staging upto 4.0 m height using approved stout props with wooden planks/ply wood/steel sheet plate with required bracing for any kind of plain or reinforced concrete works in all sorts of minor structure including culvert, box culvert, crossdrain etc. The rate is inclusive of fitting, fixing and striking out after completion of work as per specification and direction. a) where staging not required.

Rubble masonary in cement concrete (6:1) with hard dressed stones from approved quarries and coarse and clean and washed sand including carriage of all materials to site.

Dry rubble masonary with hard dressed stones from approved quarries and clean , coarsse and washed sand including carriage of all materials.

Earth in filling in foundation trenches and at the back of abutments with good earth (sandy soil) in layers not exceeding 15 cm. including watering and ramming layer by layer complete with earth obtained by fresh excavation from land arranged by Department beyond 150 m. but within 300 m. including all lifts. Earth to be approved by the Engineer-in-charge

Back filling behind abutment , wing wall and retainig wall complete as per drand Technical specification .

"V" Type Drain: Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, removing, spreading or stacking of spoils within a lead of 150 m. as directed and including trimming the sides of the trenches, leveling, dressing and ramming the bottom, and backfilling with approved material complete as per direction of the Engineer-in-Charge . In Mixed Soil .