Upgradation/ Widening of link road to Sandhey Gurudwara (Under Road Sector (New Works) Capex Budget 2026-27)

Earth work in excavation by mechanical means (hydraulic excavator) in trenches for foundations, drains, pipes, cables etc. (Not exceeding 1.5 mtr in width) and for shafts, wells, cesspits and the like not exceeding 1 Osqm on plan, depth upto 1.5mtr. including disposal of excavated earth upto 1 mtr from cutting edge, disposed earth is to be levelled and neatly dressed in All kinds of soil

Providing and laying of River bed material filling including watering and compacted with vibratory roller all lead and lift, loading/unloading complete job

Providing and laying in position cement concrete 1:5:10 ( 1 cement: 5 course sand: 10 crusher stone Aggregate) of specified grade excluding the cost of centring and shuttering- All work upto plinth level.

Providing and laying in position cement concrete 1:3:6 ( 1 cement: 3 course sand: 6 with 20mm size crusher stone Aggregate) of specified grade excluding the cost of centring and shuttering. All work upto plinth level.

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

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

Providing, laying, spreading and compacting graded stone aggregate (size range 53 mm to 0.075 mm ) to wet mix macadam (WMM) specification including premixing the material with water at OMC in mechanical mix plant, carriage of mixed material by tipper to site, for all leads & lifts, laying in uniform layers with mechanical paver finisher in sub- base / base course on well prepared surface and compacting with vibratory roller of 8 to 10 tonne capacity to achieve the desired density.

Providing and Laying non-pressure RCC pipes of specified class including collars/spigot jointed with stiff mixture of cement mortar in the proportion 1:2 (1 cement :2 fine sand) including testing of joints etc complete. Non- Pressure NP-4 class (Heavy duty) RCC pipes 450mm dia. RCC pipe

Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5 m in width as well as10 sqm on plan including disposal of excavated earth, leadupto50meterand lift upto 1.5m, as directed by Engineer-in-Charge.

Carriage of materials by mechanical transport including loading/unloading and stacking at site complete. Carriage of screening, dust ,sand and stone aggregate below 40mm size for an average lead of 25kms