Permanent Restoration of Thal Kwath link road. (Under UT Capex Road Sector 2025-26).

Slip clearance in ordinary soils disposal lead upto 50 mtr and lift 1.50 mtr.

Removal of individual boulders in medium hard rock: by blasting or other means.

Earth work in excavation by mechanical means (hydraulic excavator) 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, within a lead of 50 metres inAll kinds of soil.

Earth work in bulk excavation by mechanical means (hydraulic excavator) over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 m2 on plan) including disposal of excavated earth lead upto 50 meters and lift upto 1.5 m, as directed by Engineer-in-Charge. All kinds of soil :

Earth work in bulk excavation by mechanical means (hydraulic excavator) over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 m2 on plan) including disposal of excavated earth lead upto 50 meters and lift upto 1.5 m, as directed by Engineer-in-Charge. Ordinary rock.

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 1:4:8 (1 cement : 4 coarse sand : 8 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)

Random Rubble masonary with hard stone in superstructure above plinth level and upto floor five level, including levelling up with cement concrete 1:6:12 (1 Cement: 6 Coarse sand : 12 graded stone aggregate 20mm nominal size) and curing complete at window sills, ceiling level and the like in Cement mortar 1: 6 ( 1 Cement : 6 coarse sand) using Nallah stone. Full rate

Random Rubble masonary with hard stone in superstructure above plinth level and upto floor five level, including levelling up with cement concrete 1:6:12 (1 Cement: 6 Coarse sand : 12 graded stone aggregate 20mm nominal size) and curing complete at window sills, ceiling level and the like in Cement mortar 1: 6 ( 1 Cement : 6 coarse sand) using Nallah stone. Labour Rate

Dry random rubble masonry with hard stone in foundation and plinth without bond stone. (Full Rate).

Dry random rubble masonry with hard stone in foundation and plinth without bond stone. (Labour Rate).

Centring and shuttering including strutting, propping etc and removal of form work Foundations, footings, bases of columns etc for mass concrete.

Centring and shuttering including strutting, propping etc and removal of form work Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc.

Dumping Stones including cost of stones in Horizontal on level

Dumping stone excluding cost of stones in Horizontal on level

Supplying and stacking at site Graded crushed stone aggregate of size 90 mm to 45 mm .

Supplying and stacking at site graded crushed stone aggregate of size 63 to 45mm.

Supplying and stacking at site stone screening 13.20 mm nominal size.

Laying, spreading and compacting stone aggregate of specified sizes to WBM specifications in uniform thickness, hand picking, rolling with 3 wheeled road/ vibratory roller 8-10 tonne capacity in stages to proper grade and camber, applying and brooming requisite type of screening / binding material to fill up interstices of coarse aggregate , watering and compacting to the required density.

Providing and laying non-pressure of specified class R.C.C. pipes including collars/spigot jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement: 2 fine sand) including testing of joints etc. Complete 900 mm dia. R.C.C. pipe

Carriage of stone at an average distance of 05.00 Kms by MT

Carriage of sand at an average distance of 16.00 Kms by Mt

Carriage of Bajri at an average distance of 16.00 Kms by Mt

Carriage of excavated earth/ mulba by mechanical transport including loading , unloading and stacking at an avaerage distance of 05 kms

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