NieT3(I)/EE/MED/GTA/2026-27

Land Slide Clearance in Soil Clearance of land slides in soil and ordinary rock by abull-dozer D 80 A-12, 180 HP and disposal of the same on the valley side.

Earthwork in excavation of foundation trenches in all sorts of soil ( including mixed soil but excluding stoney and moorum soil ) including removing, spreading or stacking the spoils within a lead of 150metres as directed and including trimming the sides of the trench levelling, dressing & ramming the bottom, bailing or pumping out water et. As required complete, depth of excavation exceeding 1 metre upto 2m below avrage bed lable at the site of excavation and requring shoring.

Labour for laying 150 mm to 200 mm boulder soling including rough dressing hand packing and ramming down small pieces in the interstics including rolling and preparing the bed to proper level and filling up all joints with sandy clay or earth.

Cement concrete with 30mm down graded shingles excluding shuttering with NB variety stone metal 1:3:6 proportion

Plum concrete work with cement concrete (1:3:6) with 40% 30mm down graded stone metal 60% and stone boulder of size 150mm and above placed in position as directed excluding shuttering if any.

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 syructure including culvert, box culvert, cross-drain etc. The rate is inclusive of fitting, fixing and striking out after completion of work as per specification and direction.

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

Dry rubble masonry with hard dressed stones from approved quarries and clean, coarse and washed sand including carriage of all materials to site.

Filling properly the empty sausage creates of 150mmx150mm mesh sizeof 8 SWG with boulders of any size & shape with hand packing after preparation of bed for placement, placing the crate in position,launching the crate in position if necessary , including cost and carriage of all material to work site and other necessary charges all complete.

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.