Public Works Department Tender

Construction of Embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded with desired compaction ---- Including cost and conveyance of all materials, Labour, Hire charges of Machineries and Equipment's with all lead and lifts, loading and unloading charges etc.. Complete as directed as per specification and direction of Engineer in-charge of the work.

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 ---- Including cost and conveyance of all materials, Labour, Hire charges of Machineries and Equipment's with all lead and lifts, loading and unloading charges etc.. Complete as directed as per specification and direction of Engineer in-charge of the work.

Tack coat on Bituminous surface Providing and applying tack coat with VG-10 Bitumen using pressure distributor at the rate of 0.20 kg/m2 on the prepared bituminous surface cleaned with mechanical broom ---- Including cost and conveyance of all materials, Labour, Hire charges of Machineries and Equipment's with all lead and lifts, loading and unloading charges etc.. Complete as directed as per specification and direction of Engineer in-charge of the work.

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. ---- Including cost and conveyance of all materials, Labour, Hire charges of Machineries and Equipment's with all lead and lifts, loading and unloading charges etc.. Complete as directed as per specification and direction of Engineer in-charge of the 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. ---- Including cost and conveyance of all materials, Labour, Hire charges of Machineries and Equipment's with all lead and lifts, loading and unloading charges etc.. Complete as directed as per specification and direction of Engineer in-charge of the work.

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 ---- Including cost and conveyance of all materials, Labour, Hire charges of Machineries and Equipment's with all lead and lifts, loading and unloading charges etc.. Complete as directed as per specification and direction of Engineer in-charge of the work.

Kilometre Stone Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc i. Ordinary kilometer stone (precast) ---- Including cost and conveyance of all materials, Labour, Hire charges of Machineries and Equipment's with all lead and lifts, loading and unloading charges etc.. Complete as directed as per specification and direction of Engineer in-charge of the work.

Reinforced cement concrete M15grade of standard design as per IRC:8-1980, fixing in position including painting and printing etc ii. 200 m stone (precast) ---- Including cost and conveyance of all materials, Labour, Hire charges of Machineries and Equipment's with all lead and lifts, loading and unloading charges etc.. Complete as directed as per specification and direction of Engineer in-charge of the work.

Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC:67:2012 made of Class B Type IV retro reflective sheeting fixed over 2 mm thick aluminium sheeting vide clause 803.1, 3mm/4mm thick Aluminium composite material sheet depending on the size of the sign fixed over the back support frame of min 25 x 25 x 3mm angle mounted on a mild steel circular pipe 65 NB, 3.2 mm thickness firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing.The sign shall be maintained as per section 12 of IRC:67:2012. 90 cm equilateral triangle ---- Including cost and conveyance of all materials, Labour, Hire charges of Machineries and Equipment's with all lead and lifts, loading and unloading charges etc.. Complete as directed as per specification and direction of Engineer in-charge of the work.

Direction and Place Identification Signs upto 0.9 m2 Size Board.Providing and erecting direction and place dentification 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, Hire charges of Machineries and Equipment's with all lead and lifts, loading and unloading charges etc.. Complete as directed as per specification and direction of Engineer in-charge of the work.

Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2 ---- Including cost and conveyance of all materials, Labour, Hire charges of Machineries and Equipment's with all lead and lifts, loading and unloading charges etc.. Complete as directed as per specification and direction of Engineer in-charge of the work.

Providing and laying Bituminous Macadam with 40/60 TPH capacity hot mix plant using crushed aggregates of specified grading premixed with bituminous binder VG-30 @ 3.4% by weight of mix, transported to site, laid over a previously prepared surface with mechanical paver finisher to the required grade, level and alignment and rolled as per clauses 501.6 and 501.7 to achieve the desired compaction ---- Including cost and conveyance of all materials, Labour, Hire charges of Machineries and Equipment's with all lead and lifts, loading and unloading charges etc.. Complete as directed as per specification and direction of Engineer in-charge of the work.

MoRTH Sec 503 Tack coat on Granular surface treated with primer Providing and applying tack coat with VG-10 Bitumen using pressure distributor at the rate of 0.25 kg/m2 on the Granular surface cleaned with mechanical broom ---- Including cost and conveyance of all materials, Labour, Hire charges of Machineries and Equipment's with all lead and lifts, loading and unloading charges etc.. Complete as directed as per specification and direction of Engineer in-charge of the 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. Mix 1:3:6 (M10) Using 40 mm nominal size graded crushed coarse aggregates ---- Including cost and conveyance of all materials, Labour, Hire charges of Machineries and Equipment's with all lead and lifts, loading and unloading charges etc.. Complete as directed as per specification and direction of Engineer in-charge of the work.

Supplying, Fitting and Placing TMT Fe 550 Reinforcement in Foundation / Substructure / Superstructure complete as per Drawing and Technical Specification. ---- Including cost and conveyance of all materials, Labour, Hire charges of Machineries and Equipment's with all lead and lifts, loading and unloading charges etc.. Complete as directed as per specification and direction of Engineer in-charge of the 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. M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (8% form work included) ---- Including cost and conveyance of all materials, Labour, Hire charges of Machineries and Equipment's with all lead and lifts, loading and unloading charges etc.. Complete as directed as per specification and direction of Engineer in-charge of the work.

Providing and applying primer coat with SS1 grade Bitumen Emulsion on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70 kg per m2 using mechanical means ---- Including cost and conveyance of all materials, Labour, Hire charges of Machineries and Equipment's with all lead and lifts, loading and unloading charges etc.. Complete as directed as per specification and direction of Engineer in-charge of the work.

Filling Pot-holes and Patch Repairs with Open-Graded Premix surfacing, 20mm (using VG-30 Grade Bitumen) Removal of all failed material, trimming of completed excavation to provide firm vertical faces, cleaning of surface, painting of tack coat on the sides and base of excavation as per clause 503, back filling the pot holes with hot bituminous material as per clause 510, compacting, trimming and finishing the surface to form a smooth continuous surface, all as per clause 3004.2 ---- Including cost and conveyance of all materials, Labour, Hire charges of Machineries and Equipment's with all lead and lifts, loading and unloading charges etc.. Complete as directed as per specification and direction of Engineer in-charge of the work.