Construction of R.C.C. Road and Nali Work at Dheerendra ki dukan to Ashok ki dukan Village Baraua. Ward No.63, Zone 23, file No. 100/26X3/6.

Excavation for roadwork in soil with hydraulic excavator including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location with all lifts and lead up to 1000 m as per Section-300 of the specifications.

Earth work in excavation for foundation, trenches for pipes / cables or drains etc. by mechanical means / manual means (exceeding 30cm in depth.) including ramming of bottom, dressing of sides, disposal of excavated earth including of all lift and lead up to 50m. Disposed earth to be levelled and neatly dressed. All kinds of soil For Drains

Providing and Laying Cement Concrete Grade M-10 with 40 mm graded crushed stone aggregate, spreading the concrete by shovels mixing shall be in mechanical mixer, compacting by use of pin/plate/screed vibrators including form work by strong steel girders fixed by spikes. For Roads

Providing and Laying Cement Concrete Grade M-20 with 20 mm graded crushed stone aggregate, mixing shall be in mechanical mixer, laying with paver compacting by use of pin, plate / screed vibrators including form work by strong steel girders fixed by spikes, separation membrane 125 micron thick, including cutting of joints @ 4 to 5 m interval and filling it with hot applied bituminous sealant (without dowel bars) (max thickness 20 cm). Road

Providing and laying Plain/Reinforced cement concrete in sub-structure as per drawing and sections 1500, 1700 & 2200 of the specifications. PCC Grade M15 Drain

Providing and laying Plain/Reinforced cement concrete in sub-structure as per drawing and sections 1500, 1700 & 2200 of the specifications. PCC Grade M20 Drain

Providing and laying Plain/Reinforced cement concrete in sub-structure as per drawing and sections 1500, 1700 & 2200 of the specifications. PCC Grade M20 Drain

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

Providing and laying non-pressure NP3 class (Medium duty) cement concrete Hume pipes for service ducts below concrete pavement or other similar work, collar jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement: 2 fine sand). Size 300 mm dia. meter

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