PERMANENT RESTORATION OF BUDHA KEDARNATH ROAD UNDER UT CAPEX ROAD SECTOR OF CAPEX BUDGET 2025-26.

Earth work in excavation by mechanical means in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5 m in width) and for shafts, wells, cesspits and the like not exceeding 10 sqm on plan, including dressing of sides and ramming of bottoms lift upto 1.5 m, including getting out excavated earth and disposal of surplus excavated earth as directed: 1 meter from cutting edge All kinds of soil : AKS @70%.

Earth work in excavation by mechanical means in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5 m in width) and for shafts, wells, cesspits and the like not exceeding 10 sqm on plan, including dressing of sides and ramming of bottoms lift upto 1.5 m, including getting out excavated earth and disposal of surplus excavated earth as directed: 1 meter from cutting edge All kinds of soil : OR @30%.

Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with: 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size)

Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with: 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size)

Centering and shuttering including strutting, propping etc. and removal of form work for: Foundations, footings, bases etc.

Placing and laying of Hand Packed stone filling in wire crates of 4mm dia GI wire of 100 mm x 100mm mesh mechanically woven including the cost of stones and crates all job complete.

Dumping stones filling including cost of stones on horizontal level, all complete

Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead upto 50 m and lift upto 1.5 m.

Metal crash barrier Type "A" providing and erecting a "W" metal beaam crash barrier comprising of 3mm thick corrugated sheet metal beam rail, 70cm above road / ground level, fixed on ISMC series channel vertical post 150 x75x 5mm spaced 20m centre. 1.8mhigh, 1.1 m below ground /road level, all steel parts & fitments to be galvanised by hot dip process, all fitting to conform to Is1367&IS 1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150 x 75 x 5mm ,330mm long complete as per clause 810 (in running), including embedding of vertical post of crash barrier in 1:1.5:3 complete job including fixing of guard rail reflector at every vertical post

Carriage 0f material by mechanical transport including loading ,unloading and stacking completed sand lead up to 80.00 km

Carriage of material by mechanical transport including loading ,unloading and stacking completed stone aggregate below 40 mm lead up to 35.00 km

Carriage of material by mechanical transport including loading ,unloading and stacking completed stone aggregate above 40 mm lead up to 35.00 km

Carriage of material by mechanical transport including loading ,unloading and stacking completed stone lead up to 10.00 kms.

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