A/mtc of 3 Lane Bridge on N...

[17.14.3]Granular Sub-Base with Close Graded Material - (Table:- 400-1) Plant mix method Construction of granular sub-base by providing Material as per Grading III (Table 400-I of MORTandH 5th revision) mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per technical clause 401 of MORTandH specifications 3. Grading III material

[17.24]Wet Mix Macadam Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density as per technical clause 406 of MORT&H specifications

NS) Providing and laying of Shelmac ready mix bituminous material for instant restoration of patchwork, repair of potholes, depression and road cuts to provide uniform and smooth riding surface complete in all respect. The contractor shall prepare the required surface for maximum results i.e. remove standing water / loose debris/ dust with brush from potholes, will pour Shelmac directly from the bag into potholes. Compaction will be done with a simple hand rammer so as to cure quickly enough to open to traffic immediately after the compaction is completed. The contractor shall arrange all the safety measures during the execution of the above said job and nothing extra shall be paid on this account by the Department. (The Shelmac – PR (Bitumen Contents 5%) supply will be of packing of 50 Kg HDPE Bag with inside LDPE liner).