Construction of CC road and drain cover along with drain from Saidnagar link road to Ramjanam Chauhan house in village Gajhada from North Basti main road to Ramsamjh Chauhan house in development block Sathiyawan-12

Earth Work in cutting / filling in ordinary soil with 3 No lead including ramming dressing and lavelling for completion work as per SINo-253

Excavation for foundation in oridinary soil including normal lead and lift with all completion of work and including disposal upto three chain minimum. As Per Sino- 251 schedule rate

Concrete with 40mm gauge brick ballast/ stone ballast , F/Sand & Cement in proportion of 12:6:1 in foundation and under floors including supply of all materials labour and T & P etc. required for proper completion of the work. As per SINo- 273

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 as per morth anlyisis 600& 1200

By Mix in place method Construction of granular sub- bas by providing well graded material spreading in uniform layers with motor grader on prspared surface, mixing by mix in place methed with rotavator at OMC and compacting wheel smooth will roller to schieve the disired density complete as per Clause 401.A

Providing laying spreading and compacting stone aggregate of Grading-III (53-22.4 mm Size) to water bound makadam specification including spreeding in uniform thickness hand packing rolling with smooth wheel frollar 80-100 kn in stage to proper grade and camber applying and brooming stone screening material of type-B and binding materials full-up the interstices of coarse aggregates watering and compacting to the rquired density grading- 2 as per Technical Specification Clause 405

Construction of un- reinforeced dowel jointed at expansion and construction joint only plan cement concrete pavement thickness as per design over a prepared sub base with 43 grade cement or any other type as per clause 1501.2.2.M30 (Grade) coarse and fien aggregates conforming to IS:383 maximum size of coarse aggregate not exceeding 25 mm mixed in a concrete mixer of not less than 0.2 cum capaciity and appropriate weigh batcher using approved mix design laid in approved fixed side formwork (Steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing) spreading the concrete with shovels, rakes, compacted using needle screed and plate vibrators and finished in continuous operation including provision of contraction and expansion construction joint applying debonding strips primer sealant, dowel bars near approaches to bridge. culvert and construction joints, admixtures as approved, curing of concrete slabs for 14- days

12 mm thick cement plaster in 1:4 cement and sand moltar including supply of all material, labour and T & P, etc. required for proper completion of work as per SINo- 584A Schedule Rate for Fine sand

Construction Joint (Depth of cc slab) making and filling with constructin ( With bitumin 40% asbesturs 5% and coarse sand 55%)

Supply and lying of 125 microm polythene in between lean concrete and CC Slab