CONSTRUCTION OF A MINOR BRIDGE 5X9 M SPANS AND APPRAOCH ROADS OVER THE VARUNA RIVER BETWEEN SARAY HARIRAM AND ARVASI VILLAGE IN PRATAPPUR BLOCK.

Earth work in excavation for foundation of structures as per drawings and technical specifications, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sites and bottom and backfilling with approved material. (Morth specification 304)

Plain Cement Concrete (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. (MORTH specification 2100)

RCC M25 using batching plant transit mixer and manual placing (MORTH specification S.No. 15.11 )

Supplying, fixing and placing HYSD bar reinforcement in sub-structure complete as per drawing and Technical Specifications (MORTH Specification 1600 & 2200)

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 specifications 710.1.4 of IRC 78 and 2200

Providing and laying boulders apron on river bed for protection against scour with stone boulders weighting not less than 40 kg each complet as per drawing and technical specification 2503

Dewatering Nallah by pumping out water collected by natural rains including dewatering of Nallah by pumping out water collected by natural dainage / rains inside nallah including providing sump wherever necessary, cost of all materials machinary labour drainage and all other ancillary operations etc complete. (SOR Chapter No.1 (S.No.-25)

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

Providing and laying reinforced cement concrete pipe NP3 culvert on first class bedding of granular material in single row including fixing coller with cement mortar 1:2 but excluding excavation, protection works. Backfilling, concrete and masonry works complete. (1000 mm dia NP3 HP)

Construction of Embankment with approved material obtained from right of way cutting with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Table 300.1 and 300.2 as per Technical Specification Clause 301.5