Construction work of a 1x7 meter span RCC box culvert in place of the small bridge damaged due to flood-heavy rainfall on the local drain located at km 1 of the Nizamuddinpur to Mohiddinpur road ODR in Amethi district.

Dismantling brick work or stone work in lime or cement mortar and including stacking of materials as directed by the Engineer-in-charge with in a distance of 60 mt. (200 feet). SI no 692 Dismantling of Old Culvert

Dimolishing Brick Work in cement mortar manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 meters lead as per direction of Engineer-in-charge. Dismantling of Old Culvert

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 and backfilling with approved material. As per MORT&H Specification no. 304 (12.1). Construction of Box Cell Culvert

Plain Cement Concrete Grade M15 in Open Fondation complete as per Drawing and Technical Specifications. Construction of Box Cell Culvert

Reinforced Cement Concrete Grade M25 in Open Fondation complete as per Drawing and Technical Specifications.Construction of Box Cell Culvert

Reinforced Cement Concrete Grade M25 for wall & slab etc. complete as per Drawing and Technical Specifications.Construction of Box Cell Culvert

Reinforced Cement Concrete Grade M30 for wall & slab etc. complete as per Drawing and Technical Specifications.Construction of Box Cell Culvert

Supplying, Fitting and Placing un-coated HYSD bar Reinforcement in sub-structure complete as per Drawing and Technical Specifications.Construction of Box Cell Culvert

Providing weep holes in Brick masonry/ Plain/ Reinforced concrete abutment, wing wall/ return wall with 100 mm dia AV pipe, extending through the full width of 1V:20H towards drawing face. Complete as per drawing and technical specification. Construction of Box Cell Culvert

Drainage Spouts complete as per drawing and Technical specification Construction of Box Cell Culvert

Providing & Laying of asphaltic plug joint to provide for horizontal movement complete As per MORD specification Construction of Box Cell Culvert

Construction of subgrade and earthen shoulders with approved material obtained form borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1. Construction of Diversion

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 front end loader at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401.Construction of Diversion

Brick on edge pavement with bricks laid dry joints filled with local sand including preperation base of proper slope and its ramming spreading blinding layer of 1 cm depth of local sand over sub-base including T&P etc rwquired for proper completion of work. Construction of Diversion

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 and backfilling with approved material. Protection Work

Plain Cement Concrete Grade M15 in Open Fondation complete as per Drawing and Technical Specifications. Protection Work

Providing weep holes in Brick masonry/ Plain/ Reinforced concrete abutment, wing wall/ return wall with 100 mm dia AV pipe, extending through the full width of 1V:20H towards drawing face. Complete as per drawing and technical specification. Protection Work

Providing and laying of Filter media with granular material/stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2 of MoRT&H specification 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. Protection Work

Providing and laying boulders apron on river bed for protection against scour with stone boulders weighing not less than 40 kg each complete as per drawing and Technical Specification. Protection Work

Providing and laying Flooring complete as per drawing and Technical Specification laid over Cement Concrete Bedding. Protection Work

Construction of subgrade and earthen shoulders with approved material obtained form borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1. Construction of Approach Road

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 front end loader at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401. Construction of Approach Road

Providing laying spreading and compacting stone aggregates of 63 mm to 45 mm to water bound macadam grading-2 specification including spreading in uniform thickness, hand packing rolling with 3-wheeled steel/vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening/binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density. Construction of Approach Road

Providing laying spreading and compacting stone aggregates of 53 mm to 22.4 mm to water bound macadam grading-3 specification including spreading in uniform thickness, hand packing rolling with 3-wheeled steel/vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening/binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density. Construction of Approach Road

Providing and applying primer coat with SS2 grade bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 kg/sqm using mechanical means as per Technical Specification Clause 502. Construction of Approach Road