Ward Ashokanagar Me chunna ke ghar ke paas puliya nirman va aproch ka nirman karya .

Excavation foundation in ordinary soil i/c lift upto 1.5m & lead upto 30 m all complete DSR-2.8.1

P.C.C. 1:3:6 with cement ,c/sand and 20 mm stone balast with all complete DSR-

Class 150 brick work in 1:4 cement and C-sand etc. As per DSR No 6.1.1

S/L of 1000mm dia NP3 RCC Hume pipe

Struck pointing with cement mortar 1:3 with all complete DSR-13.31.1

Earthwork filling in embankment as per DSR 2.25a

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.

Construction of un-rainforced dowel jointed at expansion and construction joint only plain cement concrete payment 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 course and fine aggregate confirming to IAS 383 maximum size of course aggregates not exceeded 25 mm mixed in a concrete mixture of not less than 0.2 cubic meter capacity and appropriate weight batcher using approved mix design ,and in approved fixed side formwork(Steel channel,laying and fixing of 125 micron thick polythene film wadges steel plate including levelling the form work as per drawing )snovets rakes compacted using needle is screed and plate vibrators and finished in continuous operation including provision of contraction and expansion construction joint applying debonding Strips primer sealent dowel bars near approaches to bridge/culvert and construction joints admixtures as approved curing of concrete slabs for 14 days during compound where specified and water finishing to lines and grade as per drawing and technical specification