Public Works Department Tender

Providing and erecting direction and place identification retro-reflectorised sign as per IRC:67:2012 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick or Aluminium composite material sheet with overall thickness of 4mm with area not exceeding 0.9 m2 fixed over back support frame of min 35 x 35 x 3mm angle mounted on a mild steel circular pipe 65 NB, firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 x 45 x 60 cm, 60 cm below ground level as per approved drawing ---Including cost and conveyance of all materials, labour, HOM of machineries, equipment, lead and lift, loading and unloading charges, transportation and all other incidental charges etc., complete, the work shall be carried out as per standard technical detailed specifications and as per the directions of the Engineer in charge of the work.(V-3, P.No.55 Sl.No.8.7)

Supplying, Fitting and Placing TMT Fe 500 & above Reinforcement in Foundation / Substructure / Superstructure complete as per Drawing and Technical Specifications.---Including cost and conveyance of all materials, labour, HOM of machineries, equipment, lead and lift, loading and unloading charges, transportation and all other incidental charges etc., complete, the work shall be carried out as per standard technical detailed specifications and as per the directions of the Engineer in charge of the work.(Volume 3 P.71, I.No.9.3)

Providing and laying in position Reinforced cement concrete for all Foundation works. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications. M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates---Including Formwork, centering & Scaffolding, cost and conveyance of all materials, labour, HOM of machineries, equipment, lead and lift, loading and unloading charges, transportation and all other incidental charges etc., complete, the work shall be carried out as per standard technical detailed specifications and as per the directions of the Engineer in charge of the work.(I-NO.2.2.1.1, P-15 Vol-1)

Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver/grader in sub-base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. ---Including cost and conveyance of all materials, labour, HOM of machineries, equipment, lead and lift, loading and unloading charges, transportation and all other incidental charges etc., complete, the work shall be carried out as per standard technical detailed specifications and as per the directions of the Engineer in charge of the work.(V-3, P.No.24 Sl.No.4.27)

Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work. In all kinds of soils Depth upto 3 m ---Including cost and conveyance of all materials, labour, HOM of machineries, equipment, lead and lift, loading and unloading charges, transportation and all other incidental charges etc., complete, the work shall be carried out as per standard technical detailed specifications and as per the directions of the Engineer in charge of the work.(V-1, P.No.8, Sl.No.1.14.1)

Preparation and surface treatment of formation by removing mud and slurry, watering to the extent needed to maintain the desired moisture content, trimming to the required line, grade, profile and rolling with 8-10 t smooth wheeled roller, complete as per clause 310.---Including cost and conveyance of all materials, labour, HOM of machineries, equipment, lead and lift, loading and unloading charges, transportation and all other incidental charges etc., complete, the work shall be carried out as per standard technical detailed specifications and as per the directions of the Engineer in charge of the work.(V-3, P.No.15, Sl.No.3.11)

Providing and constructing 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 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 (steel 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 construction joints, , primer, sealant , curing of concrete slabs for 14- days, and water finishing to lines and grade as per drawing and technical specification clause 1501 with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, equipments etc., complete. as per the directions of the Engineer-in-charge of the work. ---Including cost and conveyance of all materials, labour, HOM of machineries, equipment, lead and lift, loading and unloading charges, transportation and all other incidental charges etc., complete, the work shall be carried out as per standard technical detailed specifications and as per the directions of the Engineer in charge of the work.(V-3, P.No. 138, Sl.No. 20.29)