Construction of 3x3 m span Box culvert over Barsati Nala at Mohammadpur-Sidhour-Kaisarganj road(ODR) in km-8

Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 metres asper morth specification no 202 i-Dismantling Brick / Tile work ( In cement mortar)

Dismantling Cement Concrete Grade M-15 & M-20

Prestressed / Reinforced cement concrete grade M-20 & above

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. Ordinary soil

Plain Cement Concrete in Open Foundation in floors complete as per Drawing and Technical Specifications 1500, 1700 & 2100.

PCC Grade M20 using batching plant transit mixer & Concrete pump

Reinforced Cement Concrete in Open raft Foundation complete as per Drawing and Technical Specifications.1500, 1700 & 2100.

Reinforced cement concrete in sub-structure in abutment/pier/wingwall/returnwall complete as per drawing and Technical Specifications 1500,1700 &2200 RCC Grade M25.

Furnishing and Placing Reinforced/ Prestressed cement concrete in super-structure as per drawing and Technical Specification 1500 &1600 1700 RCC Grade M25

Supplying, fitting and placing HYSD bar reinforcement in Foundation, sub-structure & SuperStructure complete as per drawing and Technical Specifications1600,2200

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 2706 & 2200

Drainage Spouts complete as per drawing and Technical specification 2705

Providing and laying Cement concrete wearing coat M-25 grade including reinforcement complete as per drawing and Technical Specifications 2702

Construction of granular sub-base by providing coarse graded material, from approved query 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 & compacting graded stone aggregates from approved query to Wet mix macadam specification I/c premixing the material with the 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 primer coat with bitumen emulsion(SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70 kg/sqm using mechanical means as per technical means 502

Providing and laying dense graded bituminous macadam with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading premixed with bituminous binder, @ 4.00 per cent by weight of total mix and filler transporting the hot mix to work site laying with a hydrosatatic paver finisher with sensor control to the required grade level and alignment rolling with smooth wheeled vibratory and tandem rollers to achieve the desired compation as per MoRT& H Specifications Clause 507 complete in all respects.

Providing and applying tack coat with Bitumen V.G._10 using Bitumin pressure distributor at the rate of 0.30 kg per sqm on the prepared surface cleaned with hydraulic broom .

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 to 5.6 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

Construction of embankment 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.as per morth specification no 305

Providing and laying of Filter media with granular materials/stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRTH specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and Technical Specification.710.1.4.of IRC:78 and 2200

Laying stone boulder of 25-60 Kg. Stone in apron with split up boulder including all material, labour, T&P etc. required for proper completion of the work specification 2506

Construction of embankment 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.as per morth specification no 305

Laying Reinforced Cement Concrete Pipe NP3 / Prestressed Concrete Pipe on First Class Bedding in Single Row .

Construction of granular sub-base by providing coarse graded material, from approved query 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.

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