Upgradation of road from Basan to Karamkatha sinking zone length 2.20kms under UT CAPEX road sector new works for the year 2025-26

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

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.Hard Rock

Disposal of surplus excavated earth within a lead of 1km by mechanical means including loading/unloading complete job

Consolidation of subgrade with power road roller of 8 to 12 tonne capacity including making good the undulations etc. with earth or quarry spoils etc. and rerolling the subgrade.

Providing, laying of Granular sub base course(GSB) with Nallah aggegate 60mm Avg including consolidation with 80-100 KN road roller to the required gragient, camber and density including stacking lead,lift carriage complete job

Strengthening of shoulder by way of laying RBM Filling consolidation complete job

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:All kinds of soil :

Earth work in excavation by manual 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:25m from cutting edge. all kinds of soil

Earth work in excavation by manual 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:25m from cutting edge. all kinds of soil

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

Dry Random Rubble Masonary with Hard Stone in foundation and Plinth without bond stone.

Dry random rubble masonry with hard stone in foundation and plinth: With bond stone.

Dumping stone excluding cost of stones in Horizontal on level

Supply of stones boulder nallah nominial size

Hand packed stone filling in wire crates including cost of wire crates

Centering and shuttering including strutting, propping etc. and removal of form work for: Retaining wall, Returns wall

Centering and shuttering including strutting, propping etc. and removal of form work for: foundations and plinth

Providing and laying in position specified grade of reinforced cement concrete including curing but excluding the cost of centering, shuttering, finishing and reinforcement. All works upto plinth level 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size)

Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level

Centering and shuttering including strutting, propping etc. and removal of form for:Suspended floors, roofs

Edges of slabs and breaks in floors and walls Above 20 cm wide

Supply of Labour for laying of Hume Pipe in position Mason

Supply of Labour for laying of Hume Pipe in position Labour

Hand Packed stone filling behinf R/Wall including supply of stones

Filling available excavated earth(excluding rock) in trenches, plinths,side of foundation etc

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. Np3 900 mm dia. R.C.C. pipe

Carriage of material with in avg. Lead from source to site of work Sand 31 Km by MT

Carriage of material with in avg. Lead from source to site of work Agg Below 40mm 63.00 Km by MT

Carriage of material with in avg. Lead from source to site of work Stone 5Km by MT