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4,845 results • Best match
Construction of Bridge At Km 35.6 On AP Border Jambgi Hulsoor Road (SH-123) In Kamalnagar Taluka. (UNDER KRDCL)
Drainage Spouts using 100 mm GI pipe complete as per drawing and Technical specification. Ref to MoRT&H : IRC - 2705
CONSTRUCTION OF BRIDGE TO ROAD FROM KONCHUR TO KONCHUR CROSS IN CHITTAPUR CONSTITUENCY KALABURAGI DISTRICT UNDER 5054 GENERAL 2025-26
Drainage Spouts using 100 mm GI pipe complete as per drawing and Technical specification with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, equipments etc...
TIPTUR TALUK CONNECTING NH 206 VIA HINDISKERE ARALUGUPPE MINOR BRIDGE CONSTRUCTION AT CHIANGE4.5 KM
Drainage Spouts using 100 mm GI pipe complete as per drawing and Technical specification. Ref to MoRT&H : IRC - 2705 ---- Item including cost and conveyance of of all materials, lead and lift charges ...
Revival, Restoration, Preservation and Maintainace of Ziyarath Ded Mouj Malmapanpoa Sopore.
Providing and laying at or near ground level factory made kerb stone of M-25 grade cement in position to the required line, level and curvature jointed with cement mortar 1:3 (1 cement: 3 coarse sand) including making joints with or without grooves (thickness of the joints except at sharp curve shall not to be more than 5mm) including making drainage opening wherever required complete etc. as per direction of Engineer-in- charge (length of finished kerb edging shall be measured for payment). (Precast C.C. kerb stone shall be approved by Engineer-in-charge) incld carriage.
Construction of road from Dhummansur to Humnabad - Chinkera Main road (From KM 0.00 to 2.60) in Humnabad Taluka.
Drainage Spouts using 100 mm GI pipe complete as per drawing and Technical specification. Ref to MoRT&H : IRC - 2705
REPAIR/RESURFACING OF BLACK TOP ROAD AND OTHER CONNECTED WORKS IN SOUTH AREA AT NASIRABAD UNDER GE NASIRABAD
Providing and laying at or near ground level factory made kerb stone (100mm thick) of M-25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5 mm), including making drainage opening wherever required and necessary excavation required & removal of spoil to a distance exc 50 m complete all as specified and directed