Municipal Administration Department Tender

CC ROAD;Earth work for ordinary soil excavation for structures as per drawing and echnical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and ottom and backfilling in trenches with excavated suitable material as per Technical Specification 305 MORD / 304 MORTH VP No.484 for roads etc., complete as per S.S and as directed by the departmental officer in charge of the work.For road - For road RBR-FNDN-1

CC ROAD;Fixing of channels, levelling the concrete with beam vibrator, vacuum dewatering power trowelling to finish as per the directions of Engineer-in -Charge, rate inclusive of labour charges all complete for finished item of work

CC ROAD;Construction of un-reinforced, dowel jointed at expansiion 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) Design mix, coarse and fine aggregates conforming to IS : 383, maximum in a concrete mixer of not less than 0.2 cum capacity and appropeiate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 mictron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with sholvels, rakes, compacted using needle, sacreed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints and construction joijnts, 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 Clause 1501 MORD. Unit = Cum taking output = 75 cum (172.50t) (100x3.75x0.200)

CC ROAD;Providing, Laying, Spreading and compacting graded HBG crushed stone aggregate to Wet Mix Mecadem specification including cost, seignorage of all materials and including premixing the material with water at OMC in Mechanical mix plant carriage of mixed material by tipper of site, laying in uniform layers with paver in base courses on well prepared surface and compacting with vibratory roller to achieve the desired density etc, as directed by Engineer-in-Charge as per MORT&H specification. 406 (4th version) for finished item of work (Pavement based on levels for finished item of work) RBR -SBBS- II (B)

CC ROAD;(GSB hand roller) Filling Gravel in low lying areas from approved Quarry including cost and conveyance of all materials and labour charges for spreading in uniform layers etc complete as per S.S and as directed by the departmental officer in charge of the work. - Gravel 70% quarry dust 30% shouldersk