NAGAR PALIKA PARISHAD MANJHANPUR ME KORRO PUSTKALYA AUR ADDYAN SANSTHAN SE MUKHYA MARG TAK CC ROAD KA NIRMAN KARYA

Construction of Embankment with approved material obtained from road way cutting with a lift upto 1.5 m , transporting to site , spreading,gradding to required slope and compacting to meet requirment of tables 300.1 and,300.2 as per tech classification 301.5.

Excavation in foundation In ordinary soil (loam clay or sand ) i/c lift upto 1.5m and lead upto 30m i/c filing watering and ramming of excavated earth into the trenches of into the space between the buliding and the sides of foundation trenches or into the plingth and removal and disposal of surplus earth as directed by the engineer incharge upto a distance of 30m form the foundation trenches .

Concrete with 4 cm brick ballast, fine sand of 1.25 f.m. and cement in 8:4:1 in foundation and under floors i/c supply of all materials , labour, tools and plants etc. requried for proper complition of the work.

M-150 Brick work in 1:4 cement and fine sand in foundation and plingth i/c supply of all materials , labour, tools and plants etc. requried for proper complition of the work.

Granular Sub-base with Well Graded Material (Table 400.2) Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method at OMC, and compacting with smooth wheel roller to achieve the desired density complete as per technical specification clause 401

WBM Grading 3 Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber applying and brooming stone screening to fill up the interstices of coarse aggregate,watering and compacting to the required density grade iii as per technical specification clause 405.

Construction of un-reinforce,and Expansion joint construction joints only pcc pavement thickness as per design over a prepared subbase, with 43 grade cement or any other type as clause 1501.2.2 m-30 grade coarse and fine aggregate confirming to is 383 maximum size of coarse aggregate not exeding 25 mm mixed in a concrete mixer of not less than 0.20 cum capacity and appropriate weigh batcher using approved mix design laid in approved fixed side formwork and fixing of 125 micron polytheen film including the levelling the formwork as per drawing spreading the concrete with shovel,rakes, compacting using needle, screed and plate vibraters and finished in continious operation including provision of contraction and expansion joints applying primer and curing compound and water finishing to lines and grade as per drawing and technical specification clause 1501.

P/L of information road signboard at site including all material labour etc complete