Construction of interlocking road and drain from Dr Ambedkar Ji tatue towards Thowan Baba Temple in Village Akauna under Gohand Development Block

Earth work in embankment Bc soil in cutting or filling by cartage of earth from 8.00km by tractor tralley including ramming dressing, Compecting and watering complete

Construction of granular surface course ( Stone Dust) 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 three wheel 80-100 kn static roller to achieve the desired density, complete as per Technical Specification Clause 401.

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.

Providing, laying, spreading and compacting stone aggregates (G-3) of 22.4-53mm sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming stone screening to fill up the interstices of coarse aggregates, watering and compacting to the required density grading-III as per technical specification clause 405

Supply adnd laying of Zig-Zag Rubble Moulded nterlocking concrete Block pavement having thikness 80mm all complete including all material, labour and T&P etc.

1st class brick M-I50 in 1:4 cement & fine sand FM 1.25 mortar in foundation and plinth I/C cost of materials, labour and T&P required for proper completion of work.

12 mm thick plaster with cement and fine sand FM 1.25 in 1:4 over brick work minimum thickness not to be less than 10 mm thick including all cost of material, labour allround.

Providing &Laying cement Concrete cc grade M-20 1:2:4 ( 1:2:4 cement ,c sand and stone grit ) cement concrete as per clause 802,803,1202,1203 1:2:4 as per Data Book Item No 11.4(III)

Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1.

Excavation in foundation in ordinary soil ( Loam clay or sand) including lift up to 1.5 meter (5ft) and lead upto 30m (100ft) and including filling,watering & ramming of excavated earth into the trenches or into the space between the building and the sides of foundation trenches or into the plinth and removal and disposal of surplus earth as direction by the Engineer-in-charge upto a distance of 30m(100ft) from the foundation trenches. Analysis