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Reconstruction and Repair Of Major Bridge on Dhadhar River at Km. 180/000 To 180/400 on NH-64 in Bharuch District in the State of Gujarat on EPC Mode
Reconstruction & Repair Of Major Bridge on Dhadhar River at Km. 180/000 To 180/400 on NH-64 in Bharuch District in the State of Gujarat on EPC Mode.
Construction of bridge over Amlanigoda Nallah on Parsala-Amlanigoda road to Amlanigoda Hudisahi (3x10.77) mtr. (Raft Foundation) under SBY in the District of Keonjhar.
Providing & laying of wearing course of 56mm thick consisting of 6mm thick mastic asphalt and 50 mm thick asphaltic concrete on top of the Deck slab. The mastic asphalt shall be of paving grade bitumen meeting the requirement given in the table 500-39, prepared by using mastic cooker and laid to required level & slope after cleaning the surface, applying prime coat & tack coat all complete as per clause 501, 502, 503 & 516 of MoRT&H Specification for road & bridge works (5th revision), followed by asphaltic concrete to be laid in two layers of 25mm thick each over tack coat etc complete as per approved drawing & technical specification Clause No 503 & 507 of MoRT&H specifications for road & Bridge work (5th revision) and as per direction of the Engineer-in-charge.
Construction of High Level Bridge Across Khadung River Including Approach Road on Bhelwa to Khadung Road..
Construction of SH-05 (Tadoki) to Padbeda Road Length 3.00 km. i/c Culverts and Bridge.
Granular Sub-base as per Table:- 400-1 Construction of granular sub-base by providing graded Material, ,carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface watering, rolling and compacting with vibratory power roller at OMC to achieve the desired density, complete as per clause 401 A. Plant mix method (with Mechanically crushed stone only) b For Sub-base cum drainage layer or upper sub-base with I Grading-V Material
Construction of Bridge Over River Sengur in between village Indurukh - Sargaon Khurd in District Kanpur Dehat.
Construction of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 ) (MORT&H -4.1 B)
Construction of RCC Bridge at Boopathi Raja Nagar Harisree Garden Sundapalyam Ward No 39 West Zone.
Earth work excavation in all kinds of soil including sand, silt, wet sand under water, black cotton, stiff black cotton, clay, hard stiff clay, hard red earth, murram, stoney earth, gravel and shales etc. excepting all kinds of rock and boulders exceeding 0.014 c.u.m. in volume including rough dressing and dumping the excavated materials away from work site manually within 50m initial lead and 2m initial lift as per the direction of Engineer-in charge
