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379 results • Latest
Providing and Laying Underground Sewerage Networks in Zones 13-5 and 14-3 and Constructing In-line Pumping Stations 13-5-1,14-3 1,14-3-2 and 14-3-3 at Thengaithittu and Ariyankuppam in Puducherry
Appurtenant works like Anchor Block, Thrust Block, Protection work, Non-Standard Manhole, Repairing or New construction of Drain, pipe encasing etc., arrangement for pipe laying over water course/nallah beyond ground, pipe crossing bridge etc.
Providing and Laying Underground Sewerage Networks in Zones 13-Park and 14-2 and Constructing In-line Pumping Stations 13-Park- 6, 13-Park-1 and 14-2-1 at Nainar Mandapam and Murungapakkam in Puducherry
Appurtenant works like Anchor Block, Thrust Block, Protection work, Non-Standard Manhole, Repairing or New construction of Drain, pipe encasing etc., arrangement for pipe laying over water course/nallah beyond ground, pipe crossing bridge etc.
Construction of building to accommodate Section office duly dismantling old building at BESCOM colony premises, Basavapattana (Channagiri Tq.)
CIVIL WORKS Providing block level and contour survey of the land proposed for construction, Soil investigation of the proposed for construction, preparation and submission Structural, Design details ,...
Construction of Section office Building at BESCOM Premises, Honnavalli, Tiptur Tq
CIVIL WORKS Providing block level and contour survey of the land proposed for construction, Soil investigation of the proposed for construction, preparation and submission Structural, Design details ,...
Construction of section office building at Nonavinkere, BESCOM premises, Tiptur division
CIVIL WORKS Providing block level and contour survey of the land proposed for construction, Soil investigation of the proposed for construction, preparation and submission Structural, Design details ,...
Costruction of CC Road from NH-4 to Ulagadi Khanapur Halakrni upto Maharastra State Border from km 1.50 to km 3.27 in Hukkeri Taluk Belagavi District Under HOA 5054-01-337-0-01-154 MDR for the year of 2024-25.
10 Pavement Quality Concrete using paver - M40 Grade Construction of M40 Grade un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub base in recommended proportions, coarse and fine aggregate conforming to IS 383:2016, maximum size of coarse aggregate not exceeding 25 mm, mixed in a batching and mixing plant as per approved mix design transported to site, laid with a slip form paver finisher, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, dowel bar, tie rod, admixtures, curing compound, steel channels, finishing to lines and grades as per drawing 6.2.1 OPC @ 420 kg/m3 .(Vol.-3, P.No.49, I.No. 6.2.1) m3 2765.00 9514.05 26306348.25 921.67 921.67 921.67 2765.00 9514.05 8768782.75 8768782.75 8768782.75 26306348.25