Under District Sultanpur, Construction of CC road from Manoj Singh house to the paved road in village Dadwa (Semari Bazaar) of block Jaisinghpur, Lot No 10

Work

Clearing and grubbing road land including uprooting wild vegetation,gross, bushes srubs, shaplings and tree of gurt upto 300mm, removal of stumps of such trees cut earlier and desposiol of un survecable material and stacking of servicable material to be used are auctioned,upto a lead of 1000m including removal and desposial of top organic soil not exceeding 150mm in thickness as per technical specification clause 201, non thourny jungle.(by mechanical means)

Earth work in embankment mechanically completed to 98% procter density in ordinary soil ,excavation to be in the form of regular pits not exceeding 1/2 meter C 20'' in depth an earth work in embankment to be in 20cm layers including ramming and dressing the surface requird levels and slopes in also including 1.5m lift ans 30m lead. The earth rom cutting to be used in making embankment are to be deposited as spoil banks with in 30m distance as directed by engineering incharge as per P.W.D schedule N.S.20-3

Providing laying, spreading and compacting stone aggregates of specific sizes 22.4-53 mm gauge to water bound macadam specification including spreading in uniform thichness hand packing, rolling with smooth wheel roller 80-100 KN static roller in stages to proper grade & camber applying and brooming stone screening binding material to fill up the intertices of the coarse aggregates watering and compacting to the required density grading-3 as per technical specification class 405. WBM GR-III

Earth work in embankment mechanically completed to 98% procter density in ordinary soil ,excavation to be in the form of regular pits not exceeding 1/2 meter C 20'' in depth an earth work in embankment to be in 20cm layers including ramming and dressing the surface requird levels and slopes in also including 1.5m lift ans 30m lead. The earth rom cutting to be used in making embankment are to be deposited as spoil banks with in 30m distance as directed by engineering incharge as per P.W.D schedule N.S.20-3

Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5 m in width as well as 10 sqm on plan including getting out and disposal of excavated earth upto 50 m and lift upto 1.5 m as directed by Engineer-in- Charge.

Providing and laying in position cement concrete 1:3:6 (1 Cement: 3 coarse sand (zone-lI): 6 graded stone aggregate 40 mm (nominal size) of specified grade excluding the cost of centering and shutteing - All work up to plinth level

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 with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per technical specification clause 401

Brick work with common burnt clay (non modular) bricks of class-150 in foundation and plinth in:Cement mortar 1:4 (1 cement: 4 coarse sand)

Supply of 450 mm Dia NP3 Hume Pipe with 15% Cartage