construction of C.C. Road work at Neharu Colony Golden tower wali Gali, ward No. 22 Zone no 10. File No. 234/26X3/6. 2nd Call

Dismantling of flexible pavements and disposal of dismantled materials up to a lead of 1000 meters by manual means, stacking serviceable and unserviceable materials separately and Section 200 of the specifications.By ManualMeans Bituminous courses

Transportation by Mechanical means including loading,unloading and stacking Sand, stone aggregate below 40 mm nominal size 2 km

Crusher Run Macadam Base Providing crushed stone aggregate, depositing on a prepared surface by hauling vehicles, spreading and mixing with a motor grader, watering and compacting with a vibratory roller including all leads and lifts confirming to Section 407 of specifications to form alayer of Base.By Mixin Place Method For 53 mm maximum size

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 membrane125micronthick,including cutting of joints @ 4 to 5 m interval and filling it with hot applied bituminous sealant (without dowel bars) (max. thickness 20 cm). FOR ROAD

Cement Concrete Hume pipes 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 300mmdia.meter

providing Brick masonry work in1:3 (1cement:3sand)with well burnt chimney bricks (crushing strength not less than 40kg /sqcm and water absorption not more than 15%) insub-structure complete excluding pointing and plastering, as per drawing and technical specifications.

Plastering with cement mortar (1:3) on brick work in sub-structure as per Technical specifications.