Public Works Department Tender

Construction of Embankment by excavating the available approved Gravel/Murrum deposited at a place or borrow pits during or prior excavation with all lifts and lead, transportation to site, spreading, grading to required slope and compacting to meet the requirement complete as per specifications, including cost of labour,rolling, water,all materials,usage& all 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.

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.

Construction of Granular Sub-Base of required grading as per design mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401. For Grading -II Material ---- 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.

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.

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.

Supplying, Fitting and Placing TMT Fe 550 Reinforcement in Foundation / Substructure / Superstructure complete as per Drawing and Technical Specifications. ---- 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 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 kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc 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.

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.

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 ---- 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 erecting a "W" metal beam crash barrier system comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m below ground/road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150 x 75 x 5 mm, 330 mm long complete as per clause 811 ---- 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.

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.

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 ---- 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. (8% formwork included) M20 Design Mix Using 20 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.

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.