Road & Highway Construction Tenders

Construction of un-reinforced dowel jointed at expansion and construction joint only plain cement concret pavement,thickness as per design over a prepared sub base with 43 grade cement or any other type as per clause 1501.2.2 ( 1:1.5:3) M30 coarse and fine aggragate confirming to IS 383 maximun size of coarse aggragate not exceeding 25mm,mix in a concrete mixer not less then 0.2 cum capacity and appropriate weight batcher using approved m,ix design,laid in approved fixed side form work(steel channel laying an fixing of 125 micron thick polytheen film & dowel bars ,wedges ,steel plates including supply of all material,labour and T&P etc required for proper completion of work

construction of un reinforced dowe jointed at expansion and construction joint only pain cement concrete pavement thickness as per design over a prepared sub base with 43 grade cement or any other type a per clause 1501.2.2 in M30 coarse and fine aggragate confirming to IS 383 maximun size of coarse aggregat not exceeding 25 mm mix ina concerete mixer not les than 0.2 cum capapcity and appropiate wieght batcher using approved fixed side from work (stel channel laying and fixing of 125 micron thick polytheen films &dowel bars wedges steel plates including supply of all material labour and T&P etc required for proper completion of work (as per analysis) same area as per item no 1

construction of un reinforced dowe jointed at expansion and construction joint only pain cement concrete pavement thickness as per design over a prepared sub base with 43 grade cement or any other type a per clause 1501.2.2 in M30 coarse and fine aggragate confirming to IS 383 maximun size of coarse aggregat not exceeding 25 mm mix ina concerete mixer not les than 0.2 cum capapcity and appropiate wieght batcher using approved fixed side from work (stel channel laying and fixing of 125 micron thick polytheen films &dowel bars wedges steel plates including supply of all material labour and T&P etc required for proper completion of work (as per analysis) same area as per item no 1

Forming Embankment with material obtained from borrowed useful earth from outside road boundary by mechanical means upto SDR with all leads and lifts including pre-watering of soil at borrow area, removal of top soil, excavation of soils at borrowed area, conveyance of soil, depositing the soil on the embankment, spreading soil, breaking clods, sectioning, grading and consolidation with 8 to 10 Tonnes Vibratory Road Roller @ OMC to meet requirement of table 300-2 of MoRT&H, including all hire and operational charges of T&P, complete for finished item of work as per MoRT&H specification 305 (5th revision). (The soil CBR>10%, PI18% & MDD>1.8 g/cc) ( with a lead of 10 Km )

Construction of un- reinforced, dowel jointed at expansion 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 M30 (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 (stool channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork 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 and expansion, construction joints, applying debonding strips, primer, sealant, dowel bars, near approaches to bridge/culvert and construction joints, admixtures as approved, curing of concrete slabs for 14-days, using curing compound (where specified) and water finishing to lines and grade as per drawing and Technical Specification Clause 1501.

Forming Embankment with material obtained from borrowed useful earth from outside road boundary by mechanical means upto SDR with all leads and lifts including pre-watering of soil at borrow area, removal of top soil, excavation of soils at borrowed area, conveyance of soil, depositing the soil on the embankment, spreading soil, breaking clods, sectioning, grading and consolidation with 8 to 10 Tonnes Vibratory Road Roller @ OMC to meet requirement of table 300-2 of MoRT&H, including all hire and operational charges of T&P, complete for finished item of work as per MoRT&H specification 305 (5th revision). (The soil CBR>10%, PI18% & MDD>1.8 g/cc) ( with a lead of 1 Km )