Construction of 1x6 m span box culvert over Akbar Ali Katra Nala at Barabanki- Zaidpur-Sidhaur- Deviganj-Subeha road MDR-99 C in km-20 in District-Barabanki.

Earth work in excavation of foundation of structures 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, backfilling the excavation earth to the extent required and utilising the remaining earth locally for road work.as per morth specification no 304.

Sand Filling in Foundation Trenches as per Drawing & Technical Specification. As per MoRTH Spes. 304

Plain cement concrete M15 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. As per MoRTH Spec. 2100

Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. As per MoRTH Spec. 1500, 1700 & 2100

Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. As per MoRTH Spec. 1500, 1700 & 2100

Plain/Reinforced Cement Concrete in Sub Structure complete as per Drawing and Technical Specifications. As per MoRTH Spec. 1500, 1700 & 2100

Furnishing and Placing Reinforced/Prestressed cement Concrete in super-structure as per drawing and Technical Specifications. As per MoRTH Spec. 1500, 1600 & 1700

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

Providing weep holes in Brick masonry/Plain/ Reinforced concrete abutment, wing wall/ return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical Specifications. As per MoRTH Spec. 2706 & 2200

Back filling behind abutment, wing wall and return wall complete as per drawing and Technical Specification . As per MoRTH Spec. 710.1.4 of IRC:78 & 2200

Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications. As per MoRTH Spec. 2702

Drainage Spouts complete as per drawing and Technical specification. As per MoRTH Spec. 2705

PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification. As per MoRTH Spec. 2700

Reinforced cement concrete approach slab including reinforcement and formwork complete as per drawing and Technical specification. As per MoRTH Spec. 1500, 1600, 1700 & 2704

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

Reinforced cement concrete approach slab including reinforcement and formwork complete as per drawing and Technical specification. As per MoRTH Spec. 1500, 1600, 1700 & 2704

Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with a all lifts and leads, transporting to site. Spreading, grading to required slpoe and compacting to meet required of table 300.1 and 300.2 as per Technic

Brick on edge pavement in BOE Soling Road with SOB / class-150 bricks laid dry joints filled with local sand .Rate inclusive of cost of bricks , preparation base of proper slope and its ramming spreading layer of 1.00 cm depth of local sand over the sub-grade including T&P etc. required for proper completion of the work. Rate complete & all inclusive.

Providing and laying of 1000mm dia HPNP4 at site including all labours and materials etc.

Construction of embankment/shoulder with approved material obtained from borrow pits with all lifts and lead of 1km, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2.Including cost of all material,Labour,T&P etc. complete as per MORT&H specification and as per direction of Engineer-in-charge.

Construction of granular sub-base by providing close graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401

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 in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.

Providing and applying prime coat with bitumen emulsion on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70 kg/sqm. using mechenical means as per MORTH specification Clause 502 and direction of Engineer-in-charge.

Providing and laying dense graded bituminous macadam with 100-120TPH batch type HMP using crushed aggregates of specified grading, premixed with bituminous (VG-30) @ 4.5 per cent 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 MoRTH specification clause No. 507 complete in all respects.

Providing and applying tack coat with bitumen VG-10 (using bitumen pressure distributor at the rate of 0.30 kg per sqm on the prepared old Bitumenous surface cleaned with mechanical broom. Including cost of all material,Labour,T&P etc. complete as per MORTH specification Clause 503 and as per direction of Engineer-in-charge.

Providing and laying bituminous concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 per cent of 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 MORTH specification clause No. 509 complete in all respects

Earthwork in cutting or filling in embankment /Patri in ordinary soil excavation to be in the form of regular pits not exceeding 0.50 Meter in depth and earthwork in embankment to be in 20cm layers, including ramming & dressing the surface to required levels and slopes and also including 1.5 meter lifts used in making embankment or to be deposited as spoil banks within 30 metres distance per PWD Specification Clause 4.3 and as directed by Engineer -in - charge.

Dismantling brick work or stone work in lime or cement mortar and including stacking of materials as directed by Engineer-in-charge with in a distance of 60 mt. (200 feet)SOR No. 694

Providing and laying Pitching on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and Technical specifications

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