In the village of Manethu along the canal embankment from the interlocking section near Mata Chaura up to the vicinity of the railway line and on the Belwa road from Dihwa passing by Ram Bahadur Master house up to the canal

Dismentling of old damaged pavement i/c stacking dismentled material with in 60m in distance as directed by engineer incharge

Earthwork in cutting or in embankment in ordinary soil by carted earth from 2.0 kms including leveling dressing & ramming the same etc all Complete as per SI 253

Resoling with serviceable material obtained

Excavation in foundation in ordinary soil (loam clay or sand ) includig lift upto 1.50 metre and lead upto 30 metre . Including filling watering & ramming of excavated earth into the trenches of into the space between the building & the sides of foundation trenches or into the plinth & removal & disposal of surpluse earth as directed by the Engineer incharge upto a distance of 30 m from the foundation trenches. (Excluding Royality Rs. 30 ) As per S.I. No. 251 Excluding GST

Concrete with 40mn gauge B/B, fine sand of 1.25 FM and Cement in proportion of 12:6:1 including supply of all materials, labour and T&P etc. required for proper completion of the work. SI.N0.273

M-150 Brick work in 1:4 cement & fine sand (1.25 F.M.) mortar morter in foundation and plinth including supply of all materials, labour & tools & plants etc. required for proper completion of the work. Excluding GST. SI No. 305

12mm thick plaster with 1:4 cement and find sand morter over brick or stone masonry work including supply of all materials, labour ,T&P etc. required for proper completion of the work . Exculding GST. As per S.I. No. 597©

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 stone screening/ binding materials to fill up the intersticks of coarse aggregate,watering and compacting to the required density Grade 3 as per technical specification clause 405.

Provoiding and laying of Rubber moulded reflective Zig-Zag 80 mm thick tiles of precost compressed c.c. passing 30mpa compressive strength ISI marked concrete block pavements having thickness 80 mm as per technical specification clause 1504

Provoiding and Laying of 2.50 cm thick PCC 1:2:4 (Without Base Concrete) With cement coarse sand and 20 mm gauge stone grit incluidng all. As per PWD Allahabad SOR SI. No. 601A