Construction Of C.C. Road Drain from Mainroad to Hari Singh House Nagour. ward No. 66. Zone 25 File No. 306/26X3/6.

Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5 m in width as well as 10 m on plan including disposal of excavated earth upto 30 m and lift upto 1.5 m, disposed soil to be levelled and neatly dressed. All kind of soil 190X4.0X0.20- 152, 1X50X0.50X0.50- 12.5

Transportation by Mechanical means including loading, unloading and stacking where ever necessary 3km or part thereof

Crusher Run Macadam - Providing & Laying crushed stone aggregate, on a prepared surface, spreading and mixing with a motor grader, watering and compacting with a vibratory roller as per clause 407 of the specification by mix in place method. 53 mm maximum size of stone aggregate 190X4.0X0.15- 114

Providing and Laying Cement Concrete Grade M-10 Nominal mix 1:3:6 with 40 mm graded crushed stone Aggregate, spreading the concrete by mechanical 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. 190X4.0X0.10-76, 1X50X0.50X0.50- 12.5

Centering and shuttering including strutting, propping stretching etc. complete for and removal of formwork by sheet plate or plywood shuttering for Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc 1X50X0.30- 15

Providing and Laying Cement Concrete grade M-20 (Nominal Mix 1:1.5:3) with 20mm graded crushed stone aggregate, mixing shall be in mechanical mixer, laying with paver compacting by use of pin, plate / screed vibrator including form work by strong steel girders fixed by spikes, sepration membrane 125 micron thick, ve cutting of joints @ 4 to 5 m interval & filling it with hot applied bituminous scalent (without dowel bars). (max thickness 20cm) 190X40X015-114. 1X50X0.15X0.10-2.25, 1X50X0.10X0.50-2.5

Providing and laying non Pressure (NP2) RCC pipes 150mm with collars jointed with stiff mixtures of cement mortar including testing of joints complete