Public Works Department Tender

Providing and laying seal coat by manual means with 80/100 grade Bitumen sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type C as per TSC 510 (Rates are including all taxes, royalty, labour cess etc but Exculding Bitumen and GST shall be paid as per applicable)

Construction of un-reinforced and construction joint only plain cement concrete pavement thicknesh as per drawing over a prepared sub base with 43 grade cement as per clause 1501.22 M-30 (Grade coarse and fine aggregate conforming to IS 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixture of not less than 0.20cum capacity and aproctimat weight batcher using approved mis design laid in approved fixed etc form work (Steel, channel laying & fixing fo 125 micron thick polythin film wedge steel plates including leveling the form work as per drawing) speading the concrete with shovels, rakes, compacted, using niddle sceed and plate vibrators and finished in a continuous operation including provision of contraction, expansion, construction joints applying primers sealent and construction joint admixtures as approved curring of concrete slabe for 14 days curing compound (where specified) and water finishing to lines and grade as per drawing and technical specification clause 1501. (Rates are including all taxes, royalty, labour cess etc but Exculding GST shall be paid as per applicable)

Earth in cutting or in embankment in ordinary soil excavation to be done form of regular pits not exceeding 1/2 M. in depth and work embankment to be in 20 cm. layers including ramming and dressing the surface to required levels and slopes and also including 1.5 M. lift and 30 M. lead. The earth from cutting to be used in making embankment or to be deposited as spoil banks within 30 M. distance as directed by the Engineer-in-charge. (Rates are including all taxes, royalty, labour cess etc but Exculding GST shall be paid as per applicable)