(Nigam Nidhi) Construction of C.C road and Nali at ramtapura puliya se bhartiya vidhya mandir tak. Ward No. 13, Zone 4, file No. 741/25X3/6.2nd Call.

Dismantling of Cement Concrete pavement by mechanical means including breaking to pieces not exceeding 0.02 Cum in volume and stock piling at designated locations and disposal of dismantled materials up to a lead up to 1000 meters, stacking serviceable and unserviceable materials separately as per Section-200 of the specifications.

Earth work in excavation of foundation of structures withalllifts&leadupto1000metersasperdrawingand technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottomaspersection300and2100ofthe specifications ByManualMeans upto3mdepth

Roadworkin Soil Excavation for road work in soil with hydraulic excavator including cutting and loading in tippers,trimmingbottom and side slopes, in accordance with requirements of lines,gradesandcrosssections,andtransportingtothe embankmentlocationwithallliftsandleadupto1000m as per Section-300 of the specifications.

Transportation By Mechanical means including loading, unloading and stacking 5 km or Part there of. Lime, moorum, building, rubbish

CrusherRunMacadamBase 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 confirmingtoSection407ofspecificationstoformalayer of Base. For37.5mmmaximumsize

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.

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)

Centering and shuttering including strutting, propping etc.and removal of form for(A) :Foundations, footings, bases of columns, etc. For mass concrete.

Providing and laying non-pressure NP2 class (light 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). Size300mmdia.meter

Brick masonry work in1:3 (1cement:3 sand) with well burnt chimney bricks (crushing strength not less than 40kg/sq cm and water absorption not more than 15%) in sub-structure complete excluding pointing and plastering, as per section 1300 of the specifications.