Gram Sabha Baratha (Katsila) Vikas Khand Chandauli me main nahar se Rajendra Pratap Singh, Laxman Gupta ke paas CC road nirman karya.

Excavation in foundations in ordinary soil including lift upto 1.5 metre and lead upto 30M and dressing of sides and rammings of bottom and disposal of surplus excavated earth as directed by the Engineer-in-charge upto a distance of 30m from the foundation trenches. of work.As per S.I.No.251

Concrete with 40mm gauge brick ballast,sand of 1.25 F.M. & cement in proportion of 12:6:1 in foundation and under floors inc. supply of all materials,labour & T&P etc.req. for proper completion of work. As per S.I.No.273.

Supply and laying of 350mm dia NP-3 Hume pipe at site.

M-150 Brick work in 1:4 cement and coarse sand mortar in foundation and plinth inc. supply of all material,labour and tools and plants, etc. req. for proper completion of the work. SI-305 B

12 mm thick plaster in 1:4 proportion with cement mortar consisting of one part cement and 3 part app. Fine sand of 1.25 minimum thickness not be less than 10 mm inc. supply of all materials,labour and T&P etc. req. for proper completion of the work . SI-584

Earthwork in cutting or in embankment in ordinary soil, excavation to be in the form of regular pits not exceeding 0.50m in depth etc.As pei S.I.No.253.Add Cartage 02Km.

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 perTechincal Specification clause 401

Providing, laying, spreading and compacting stone aggregates of 53mm to 22.4mm sizes (Crusher broken) to water bound macadam (WBM III) 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 aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405.(WBM III)

Construction of un-reinforcement and expension joint construction joint only pcc pavement thickness as per design over aprepsred sub base with 43 grade cement or any other type as cluase 1501.2.2 m-30 grade coarse and fine aggregate coferming to IS383 maximum size of coarse aggregate not exceeding 25mm mixed in a concrete mixer of not less than 0.20 Cum. capicity and appropiate weigh batcher using approved mix design laid in approved fixed side from work and fixing of 125 micon polythine film. including the levelling from work as per drawing spreading the concrete with showel,racks,compacting using needle , screed and plate vibrators and finishing in continous oparation including provision of contraction and expension and expension joints applying primer and curing compound and water finishing to lines and grade as per drawing and technical specification clause 1501.

Supply and fixing of informatory Sign board including its painting, Lettering including supply of all materials,labour T&P etc. required for proper completion of the work.