Construction of C C Road and Drain from Sri Shetu Yadav house to Sri Pramod Yadav house at Saraimeera Sahar Kannauj

Earth work in excavation in trenches for foundation in ordinary soil incuding lift upto 1.5m lead upto 50m and dressing of sides and remming of bottam and disposel of surplus excavated earth as directed by the Engineer i/c.within a lead of 50m.

Earth work in embankment in ordinary soil incuding useual lead lift and compected to desired density etc all complete work i/c cartage up to 3 K.M.

Providing and laying in cement concrete 1:6:12 ,40 mm size brick ballast and curing complete including cost formwork in foundation and floors.

M-150 class brick work in 1:4 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.

Construction of Granular Sub Base by providing will graded material speading in uniform layers with motograder on prepared surface mixing by mix in place method with rotavator at OMC and compacting with smooth wheel roller to achive the desired dencity complete as per technical specification clause 401

Construction of un-reinforced, dowel jointed at expansion and construction joint only, plain 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 fine 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 capacity 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 joints, 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 and finishing to lines and grade as per drawing and technical specification

12mm thick Plaster with cement morter in proportion of 1:4 cement & coarse sand in all complete.

Providing and laying in cement concrete 1:2:4,of not less then strength of M -150 stone ballast (20mm normal size ) instead of 40mm gauge stone ballast coarse sand and cement and curing complete including cost formwork in foundation and floors.

Providing and fixing Enaugaration stone I / c.making piller etc all complete work.