Upgradation of road from PMGSY road Dhaggar to Droar

Engagement of Earth Excavator 75 H.P. for removal of slips in all kinds of soils, clearance of side drain and disposal of same outside the periphery of the area cleared by engaging of tractor / trolly wherever required (all inclusive including POL) as per the directions of the Engineer-In-Charge. (LMR)

Earthwork in excavation by mechanical means (Hydraulic excavator) in trenches for foundation, drains, pipes etc. (not exceeding 1.5m in width) and for shafts, wells, cesspits and the like not exceeding 10sqm on Plan, including dressing of sides and ramming of bottoms lift upto 1.5m, including getting out the excavated earth and disposal of surplus excavated earth as directed, within a lead of 50 mtr. a) All Kind of soil.

Providing and laying cement concrete of specified grade including curing but excluding the cost of centering and shuttering. All work upto plinth level with: a) 1:4:8 (1 cement:4 coarse sand:8 graded stone aggregate 40mm nominal size).

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

Providing and laying non pressure of specified class RCC 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. A) 600mm dia RCC Hume Pipe

900mm dia RCC Hume Pipe

Supplying, sorting and spreading of (River Bed Material) R.B.M. as per instructions of the Engineer-in-charge including all leads and lifts carriage of material by M.T. (complete job).(LMR)

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.

Centering and shuttering including strutting, propping etc.and removal of form work for : a) Foundation, footings, bases of columns etc. for mass concrete.

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. a) Hard Rock (Blasting Prohibited).