Rural Development Department Tender

Construction of un-reinforced , dowel jointed at expansion and construction only, plain 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 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 form work 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, expansion and construction joints, applying sealant, admixtures as approved, curing of concrete slabs for 14-days, curing compound (where specified) and water finishing to lines and grade as per drawing and Technical Specification as per direction of the Engineer-in-Charge.

Painting 2-coats with any approved paint on new /old concrete work over a coat of primer including cost of materials etc complete as per spoecification for Road and Bridge works and direction of Engineer-in-charge..

Clearing and Grubing road land including uprooting rank, vegetation, grass, bushes, thumbs, saplings and trees girth up to 300mm, removal of stumps etc complete as per direction of the Engineer-in-charge.

Scarifying the existing bituminous road surface to a depth of 50mm and disposal of scarified materials with in all lifts and lead etc complete as per the direction of Engineer-in-charge.

Reworking the scarified bituminous surface suitably after supplementing the base materials with sand and water compacting with PRR including hire and running charges of PRR etc complete as per direction of the Engineer-in-charge.

Providing 75mm thick compacted layers of specified grades of WBM IRC Grade-II 63mm to 45 mm, laying in position, spreading in uniform thickness. Hand packing, applying and booming requisite type of screening blinding materials, waterings etc.and compacting in stages with 8 to 10 T power road roller complete for finished item of work as per specification of Road and Bridge works of MOST 4th Revision and as per the direction of Engineer-in-charge..

Providing 75mm thick compacted layers of specified grades of WBM IRC Grade-III 53mm to 22.4 mm, laying in position, spreading in uniform thickness. Hand packing, applying and booming requisite type of screening blinding materials, waterings etc.and compacting in stages with 8 to 10 T power road roller complete for finished item of work as perspecification of Road and Bridge works of MOST 4th Revision and as per the direction of Engineer-in-charge..

Earthwork in hard soil or gravelly soil within 50m initial lead and 1.5m initial lift including rough dressing and breaking clods to maximum 5cm to 7cm and laying in layers not exceeding 0.3m in depth and as per the direction of Engineer-in-charge. Filling