Strengthening to the Adkondarkulam Burila Ground Road km 0/0 to 0/6 in T.Sankarankovil Village Panchayat

Amount

ATKONDARKULAM BURIAL GROUND ROAD

Clearing and Grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to

Earthwork excavation for Road work in all Soils with Hydraulic excavator of 0.90 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transp

Providing and Laying Gravel to 100mm compacted thick including cost & conveyance of gravel from approved sources to work site including labour for spreading, watering and compacting by Power roller to achieve the required Proctor density at 100% compacti

Picking the Exisiting Bituminous/Water Bound Macadam surface to a depth of 100mm by Mechanical means and addition of deficit aggregate @ 50% for Construction of Granular sub base by providing well graded material, spreading in uniform layers with standard

Providing and laying spreading and compacting graded stone aggregate to Wet Mix Macadam(WMM) specification including premixing the material with water at OMC in machanical mix plant carriage of mixed material by tipper to site laying in uniform layers 250

Providing and applying Prime Coat with Bitumen Emulsion (SS-1) using Emulsion distributor at the rate of 0.70 kg per sqm on the prepared Granular surface (Wet Mix Moisture/ Wet Mix Macadam layer) treated with Primer & cleaned with Hydraulic broom as per

Providing and applying Tack Coat with Bitumen Emulsion (RS-1) using Emulsion distributor at the rate of 0.25 kg per sqm on the prepared Granular surface (Water Bound Macadam Gr III layer/Wet Mix Macadam Layer) treated with Primer & cleaned with Hydraulic

Providing and laying Bituminous Concrete based on job mix formula mixed in hot mix plant of drum type in one layer for overlay as shown in drawing using paving Bitumen 60/70 penetration grade as per IS 73 and aggregates conforming to grading with 50.30 K

Provision for HM stone at each Furlong/Hectameter - 200m (regular intervals) as per standard dimensions and specifications mentioned in the departmental specifications etc., complete

MR.BALASUBRAMANIAN, CONTRACTOR (BID ID -1182719)