Construction of Service Road at Chatauni Chowk, Construction of earthen shoulder at piprakothi and installation of gantry girder with Mahatma Gandhi Statue on NH-28 and NH-28A in the state of Bihar (2nd Call).

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 tosite, laying in uniform layers with grader insub-base/base course on well prepared surface and compacting with vibratory roller to achieve the desired density.

Providing and applying primer coat with SS1 grade bitumenemulsion on prepared surface of granular Base includingclearing of road surface and spraying primer at the rate of 0.70kg/sqm using mechanical means.

Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous surface cleaned with mechanical broom.

Providing and laying dense graded bituminous macadam with higher capacity batch type HMP using crushed aggregates of specified grading, premixed with bituminous binder @4.5 percent by weight of total mix and filler, transporting the hot mix to work site laying with a hydrostatic paver finisher with sensor control to the required grade level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORT&H specification clause no. 505 complete in all respects

Providing and laying bituminous concrete with higher capacity batch type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder @5.4 percent of mixand filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the requiredgrade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compactionas per MORT&H specification clause no. 507 complete in all respects.

Construction of sub-grade and earthen shoulders with approved material obtained from Borrow pits with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of Table 300-2.

Excavation for Structures by mechanical means (Earth work in excavation of foundation of structures in all type of soil depth upto 3 m as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material)

Plain cement concrete M-10 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.

Back filling behind colounm complete as per drawing and Technical Specification

Reinforced Cement Concrete M-25 in Open Foundation complete as per Drawing and Technical Specifications using batching plant transit mixer & manual placing.

Reinforced Cement Concrete M-25 in Substructure complete as per Drawing and Technical Specifications using batching plant transit mixer & manual placing. Height upto 5m

Reinforced Cement Concrete M-25 in Substructure complete as per Drawing and Technical Specifications using batching plant transit mixer & manual placing. Height 5m to 10m

Brick masonry work in 1:3 in Foundation/sub-structure complete excluding pointing and plastering, as per drawing and Technical Specifications

Supplying, Fitting and Placing un-coated Mild steel bar Reinforcement in Foundation complete as per Drawing and Technical Specifications.

Supplying, Fitting and Placing un-coated Mild steel bar Reinforcement in Substructure complete as per Drawing and Technical Specifications.

Providing and erecting overhead signs with a corrosion resistant 2mm thick aluminium alloy sheet reflectorised with high intensity retro-reflective sheeting of encapsulated lense type with vertical and lateral clearance given in clause 802.2 and 802.3 and installed as per clause 802.7 over a designed support system of aluminium alloy or galvanised steel trestles and trusses of sections and type as per structural design requirements and approved plans & as per IRC :67

Providing and fixing machine cut, mirror/eggs hell polished, Marble stone work for wall lining (veneer work) including dado, skirting, risers of steps etc., in required design and pattern wherever required, stones of different finished surface texture, on 12 mm (average) thick cement mortar 1:3 (1 cement: 3 coarse sand) laid and jointed with white cement shurry 3.3 kg/sqm including pointing with white cement slurry admixed with pigment of matching shade, including rubbing, curing, polishing etc. all complete as per Architectural drawings, and as directed by the Engineer-in-Charge.

Providing and erecting a high mast pole lighting with 30 m high hot dip galvanised mast designed to withstand forces exerted with wind speeds of 180 km per hour with 3 seconds gust, as per 15:875 (Part 3)-1978, fitted with a base flange, door at the base of mast with heavy duty internal lock, lantern carriage, suitable winching arrangement for safe working load of 750 kg and high powered electrically driven power tools for raising and lowering of lantern carriage, flexible 8 core electric cable, lightening conductor, earthing terminal, and fixing 2 nos aviation obstruction lights on top of the mast, all complete as per approved design and drawings including foundation

Supply, Fixing and Erection of Life Size statue of Gandhijl and statue of Budhha with required fittings and fixtures. The slatue will be made of black marble stone properly polished. Before fixing the same will be inspected at carving yard.

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