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Construction Of Paver Blocknd C.C. Road Work at Ambedkar Park Near A.B. Road. ward No. 64. Zone 23 File No. 307/26X3/6.
6.4Providing and Laying Cement Concrete Grade M-20with 20 mm graded crushed stone aggregate, mixingshall be in mechanical mixer, laying with paver compacting by use of pin, plate / screed vibrators including form work by strong steel girders fixed by spikes, separation membrane 125 micron thick, including cutting of joints @ 4 to 5 m interval and filling it with hot applied bituminous sealant (without dowel bars) (max.thickness 20 cm).
GROUP NO.- 36 Name of Work :- Construction of RCC Drain and PCC Road in Muhalla Ismaayilganj Bangaliram house to Main Road in Ward 42.
Providing and laying in position specified grade of cement concrete excluding the cost of centring,shuttering,finishing and reinforcement-All work puto plinth level 1:1.5:3(1 cement: 1.5 coarse sand:3 graded stone aggregate 20 mm nominal size)--E/I
Construction of CC road, drain and other allied work from Sangama main road to connecting 10th km of RBC under atchkat of RBC in Uyyamballi hobli Kanakapura taluk
Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The ...
CONSTRUCTION OF CC ROAD AND DRAIN WORK AT 14 TAWAR WALI GALI AS PER NIT MUNICIPAL COUNCIL JORA DIST MORENA
CONSTRUCTION OF CC ROAD AND DRAIN WORK AT 14 TAWAR WALI GALI AS PER NIT MUNICIPAL COUNCIL JORA DIST MORENA
CONSTRUCTION OF CC ROAD AND DRAIN WORK AT 16 BATHAM WALI GALI AS PER NIT MUNICIPAL COUNCIL JORA DIST MORENA
CONSTRUCTION OF CC ROAD AND DRAIN WORK AT 16 BATHAM WALI GALI AS PER NIT MUNICIPAL COUNCIL JORA DIST MORENA
Construction of Embankments for the Phase II Road and Patrolling Roads and culverts and other miscellaneous works in BARC main campus, Atchuthapuram near Visakhapatnam, AP
Construction of Embankment/ subgrade/ earthen shoulders with approved quality murrum/gravel brought from outside sources including Supply of all materials, in road works and the area wherever specified including breaking clods, storing, transportation, watering, with compacted thickness of each layer not exceeding 250mm with suitable vibratory roller/200mm thick with 8 to 10 ton capacity power roller to achieve 95% proctor density for embankment & 97% proctor density for Subgrade and Shoulders at optimum moisture content, all leads and lifts, bailing/ pumping out of water to keep site dry while backfilling. Cost shall include conveyance of all materials, labour, machinery, seigniorage charges etc. complete. The rate quoted shall include loading, unloading, hire and fuel charges for tools and plants and other incidental charges etc. The rate quoted shall also include compaction of original ground by vibratory power road roller, complete all as per drawings, specifications and as directed by the Engineer-In-charge.
