Rural Development Department Tender

Construction of granular sub-base by providing close grade granular sub-base grading-III material as per table-100-1, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density complete as per the direction of Ingineer in charge. Both side shoulder from RD 1.059 km to 1.530 km= 471mtr

Cement concrete [1:3:6 ] with 40mm h.g. aggregates including watering curing and compacting with cost carriage royalty etc. complete as per direction of Engineer-in-charge. M-10 Nominal Mix (DLC) Both side shoulder from RD 1.059 km to 1.530 km= 471mtr Bed from RD 1.059 km to 1.530 km= 471mtr

Construction of un-reinforced 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 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. Bed from RD 1.059 km to 1.530 km= 471mtr

Earthwork in road embankment in hard of soil with five extra leads and lifts including rough dressing and breaking the clods to maximum 5cm to 7cm size and laying in layers not exceeding 0.30m. In depth with all labopur T&P, royalty required for the work etc., complete and as per the direction of the Engineer-in-Charge. Both side shoulder from RD 1.059 km to 1.530 km= 471mtr

Providing & erecting direction & place identification retro reflectorised sign as per IRC - 67 2012 made of class B retro reflective sheeting of high intensity and high intensity prisamatic grade sheeting as per ASTM D 4956-09type III & IV strectly conferming to clause 6.7 of IRC - 67 - 2012 and clause 801.3, fixed over aluminium sheeting, 2.00 mm thick as per clause 6.5.2 of IRC 67 - 2012 or A.C.P. (alluminium composite pannel used for sign boards with thermoplastic core of low density polyethylene (LDPE) between two thick sheets of alluminium with over all thickness of 4 mm and alluminium thickness of 0.5 mm on bothsides supported on mild steel angle post 75mmX75mmX6mm, 2 nos and three nos horizontal and 1 no verical extra supporting member of MS angle of size 50mmX50mmX6mm firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 45cmX45cmX75cm, 60cm below ground level as per approved drawing including cost conveyance royalty taxes of all materials, labour T&P, excavation, curing etc complete under supervision of Engineer - in - charge (1800mmX1200mm Rectangle)