Panchayati Raj Department Tender

Plaster in 1:3cenent and f . sand mortar.

Construction of granular sub-base by providing well graded material, spreading in uniform layers with tractor mounted 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-reinforced, dowel jointed at expansinon 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 M 30 (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 weight batcher using approved mix, design, laid in approved fixed side formwork (steel channel), laying and flxing of 125 micron thick polythene film,wedges, steel plates including levelling the formwork as per drawing spreading the concerste with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continous opreaton including provision of contraction and expansion, constructionm joints, applying dedonding strips, primer, sealant, dowel bars, near approaches to bridge/culvert and construction joints, admixtures as approved, curing of concrete slabs for 14 days, curing compound (where specified)and water finishing to lines and graed as per drawing and Technical Specification clause 1501.(excluding cost of joints

E/w pateri

Shifting material.

S/F Sign board.