AWork of interlocking road and street lighting from jeevpur in paki sadlak to devodeen house in ward no 11 nagar panchyat bharatkund

Earth work in cutting or in embankment in ordinary soil,excation to be in the form of regular pits not exceeding 0.5m in depth etc. Asper S.I.No.-253.

Excavation for foundation in ordinary soil including normal lead and lift with all completion of work and including disposal upto three chain minimum. As per SI no-251.Schedule Rate

Concrete with 40mm gauge brick ballast / stone ballast ,f/sand & cement in proportion of 8;4;1 in foundation and under floors including supply of all materials,labour and T & P etc,required for proper completion of the work.As per SI No-275

Construction of g well graded Granular sub-base by providing material,spreading in uniform layers with motor grader on prepared surface ,mixing by mix in place method with rotavator at at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401.

First class b/w in 1:4 in cement and coarse sand mortar in foundation and plinth including supply of all materials, labour and T&P etc required for proper completion of work. Asper S.I.No.305(b)

Supply of 80 mm thick Rubber mould zig zag mechanically compressed inter locking cement concrete pavers block manufatured by high pressure and controlled by vibration making havuing plant dimention 200* and also including laying of interl;ocking otiles including leveling and desssing of surface in reguired level and slope filling joints with F/sand over previously laid WBM surface with cushion of average 50mm thick F/savd including cost of materials & labours T & P etc required for proper completion of the work directed by E/I .

Cement Concrete in 1:2:4 in cement, coarse sand and 20mm guage stoe ballast in foundation and floor including supply of all materials, labours, T&P,etc. required for proper completion of the work.As per SI.no-279.(b)

12mm thick cement plaster in 1:3 cement and C.sand moltar including supply of all material, labour and T&P, etc. required for proper completion of work as per SI no- 583. Schedule Rate

Providing & laying R.C.C.in 1:2:4 cement C/Sand/20mm sg not less than strength M150 (1 cement: 2 approved course sand& course stone grit 20mm nominal size) AS SI NO 284 (a)

M/S work or iron work in R.C.C. work S.I.504