Under District Hardoi, Construction of Interlocking Road from Hardoi Shahjahopur Road to Khattha in front of the gate of Maharshi Vidya Mandir Inter College in village Koria, Lot No 3

Work

E/W in excavation in trenches for foundation and pipes, cables etc. in ordinary soil ( loan clay or sand ) i/c lift up to 1.5m and lead upto 50m and dressing of sides and ramming of sides and disposal of surplus excavated earth as directed by the E/I witthin a lead of 50 m as per S.I. No. 251.

P/L of cement concrete 1:6:12 ( 1 cement : 6 fine sand : 12 graded brick aggregate 40mm nominal size ) and curing complete, i/c cost of formwork in foundation and floors.as per S.I.No. 273

Earth work in cutting or in embankment in ordinary soil i/c lead upto 30m distance & lift upto 1.5 m. required for proper completion of the work as perS.I. no. 253

Class M-150 brick work in 1:4 cement and coarse sand mortar in foundation and plinth i/c supply of all materials, labour and T&P etc. required for proper completion of the work. as per direction of E/I S.I. NO.305b

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 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

Providing and laying of Interlocking (Zig-zag Type) Concrete Block pavement having thickness 80 mm as per drawing and technical specification clause 1504

Laying of Brick on edge soling with M-275 class bricks joints filled with earth I/c preparation of subgrade to precribed camber and also including 1.00 deep blinding coat of local earth over inter soling surface including supply of all labour ,T & P required for proper completion of work . As per SI NO 786

12 mm thick cement plaster of mix 1:4 ( 1 cement & 4 coarse sand ) as per SI 584+(583-582)