Public Works Department Tender

Wet Mix Macadam (Plant mix method) 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., with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-in-charge for finished item of work.

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.

Tack coat on Granular surface treated with primer Providing and applying tack coat with RS1 Bituminous Emulsion using emulsion pressure distributor at the rate of 0.25 kg/m2 on the Granular Surface, with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-in-charge for finished item of work.

Semi Dense Bituminous Concrete Providing and laying Semi Dense Bituminous Concrete with 40/60 TPH capacity hot mix plant batch type using crushed aggregates of specified grading premixed with bituminous binder VG-30 @ 5% by weight of mix and filler, transported to site, laid over a previously prepared surface with mechanical paver finisher to the required grade, level and alignment and rolled as per MoRTH V revision., with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-in-charge for finished item of work.

Earth work excavation by manual means for drains,canals, waste weir, draft, approach channels, key trenches, foundation of bridges and such simillar works in all kinds of soils , as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter, excavated surface leveled and sides neatly dressed disposing off the excavated stuff or sorting & stacking the selected stuff for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools & other appurtenaces required to complete the work. In all kinds of soils Depth upto 1.5 m, with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-in-charge for finished item of work.

Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately) Mix 1:3:6 (M10) Using 40 mm nominal size graded crushed coarse aggregates, with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-in-charge for finished item of work.

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. (The cost of steel reinforcement & formwork to be paid separately) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates, with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-in-charge for finished item of work.

Supplying, Fitting and Placing TMT Fe 550 Reinforcement in Foundation / Substructure / Superstructure complete as per Drawing and Technical Specifications., with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-in-charge for finished item of work.

Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 g/ m2 area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35:2015.The finished surface to be level, uniform and free from streaks and holes., with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-in-charge for finished item of work.

Supplying and Fixing of Molded Shank Raised Pavement Markers / Cat's Eye made of polycarbonate and ABS moulded body and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face and shall support a load of 16000 kg tested in accordance to ASTM D 4280 Type H and complying to Specifications of Category A of MORTH Circular No RW/NH/33023/10-97 DO III Dt 11.06. 1997. The height, width and length shall not exceed 50 mm, 100 mm and 102 +/- 2 mm and with minimum reflective area of 13 cm2 on each side and the slope to the base shall be 35 +/- 5 degree. The strength of detachment of the integrated cylindrical shanks, (of diameter not less than 19 +/- 2 mm and height not less than 30+/- 2 mm) from the body is to be a minimum value of 500 Kg. Fixing will be by drilling holes on the road for the shanks to go inside, without nails and using epoxy resin based adhesive as per manufacturer's recommendation and complete as directed by the engineer.The contractor shall submit a two year warranty for satisfactory field performance including stipulated retro-reflectance of the reflecting panel, to the Engineer., with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-in-charge for finished item of work.

"Providing and Laying Reinforced Cement Concrete Pipe NP3 as per design in Single Row Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1101.6. 1000mm dia", with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-in-charge for finished item of work.