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Tender Value
₹16.9 L
EMD Value
₹50,000
Closing Date
14 Aug 2026, 9:30 pmClosed
Bengaluru East City Corporation
DM MUNIREDDY
Improvements of Roads and Drains in Kashi Vishwanatha temple opposite road in Varthur village in Varthur Ward No 40 in Varthur sub division
BECC/2026-27/OW/WORK_INDENT534
BECC/2026-27/OW/WORK_INDENT534
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Two Tender Document System(Two Cover)
BECC Whitefield Division and Vehicle Maintenance
3 documents required · 3 mandatory
Mandating satisfactory completion as a prime contractor for at least one Similar work to an extent of 50 % of the cost of the workrtment Registration Details
Achieved in at least Two financial year a minimum financial turnover (in all classes of civil engineering construction works only) of Rs.40.00 Lakhs (usually not less than the estimated annual payments under this contract).
BID capacity
PWD/CPWD/Railways/MES License
Banker DetailsGST Registration Certificate
₹500
₹50,000
7 Aug 2026
7 Aug 2026
17 Aug 2026
12 Aug 2026
12 Aug 2026
Improvements of Roads and Drains in Kashi Vishwanatha temple opposite road in Varthur village in Varthur Ward No 40 in Varthur sub division
Removing & Refixing Drain Cover slabs (BS Slab and RCC Slab) and Pointing in CM(1:3) As directed by the Engineer in Charge of the work (Excluding GST and area weightage) Data rate
Earth work excavation by manual means for drains, canals, waste weir draft, approach channels, key trench, foundation of Buildings & Bridges and such similar works in all kinds of soils , as per drawi...
Providing and laying 100mm thick pre-cast cover slabs over Road side drains / utility ducts / Rain water harvesting pit of width not exceeding 1000 mm using M20 concrete reinforced with TMT bars Fe 55...
Wet Mix Macadam (Plant Mix Method) Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical ...
Construction of dry lean cement concrete Sub- base over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ra...
Construction of un-reinforced plain cement concrete pavement using RMC M-30 grade with OPC @ 270 kg/m3 and GGBS@ 90 kg/m3 (75:25 proportion) as per approved mix design procedure and thickness as per d...
Cutting transverse contraction joints 3 to 4 mm wide and depth 60mm in concrete slab using concrete cutting machine with diamond studded saw within 4-8 hours of casting of bay / slab etc. complete inc...
Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, cauti...
Providing and laying in position Cement Concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes...
Providing and laying in position Cement Concrete for all Foundation works. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with supe...
Providing and laying in position Cement Concrete for all Foundation works. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with supe...
Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/welding joints, tyin...
Providing & laying precast drain cover slab of 230 mm thickness in CM 1:3 including cost of all materials, labour, curing, transportation, loading, unloading etc, complete as per the directions of the...
Loading and Unloading of Stone Boulder/Stone aggregates/Sand/Kankar/Moorum.(Tipper 14 m3), Cost of Haulage Excluding Loading and Unloading Case-1 : Surfaced Road Taking output 25 tonnes load and lead...
Cost of Haulage Excluding Loading and Unloading Case-1 : Surfaced Road Taking output 25 tonnes load and lead 10 km = 250 t.km Item No.1.4 (i)C,Page No.5, Vol III SR 23-24)
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