Bengaluru Metropolitan Transport Corporation Tender

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The BMTC has issued a formal invitation for competitive bids for the Bengaluru Metropolitan Transport Corporation project, for Providing Barbed Wire Fencing To Bmtc Vacant Land At Gattihalli Village Sy.no.216 Sarjapura Hobli, Anekal Taluk , Bengaluru in Bengaluru Urban, Karnataka, with an estimated contract value of Rs. 6,37,426. The bid opening date for this tender is 28-03-2025 and the last date for bid submission is 05-04-2025. Interested bidders for Bengaluru Metropolitan Transport Corporation tender can download the important documents here to check the scope of work, eligibility criteria and technical requirements.

Bengaluru Metropolitan Transport Corporation - BMTC Tender

Opening Date28 Mar 2025
Closing Date5 Apr 2025
Tender Amount₹ 6,37,426.35 
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code02 - Earth work excavation by manual means for drains,canals, waste weir, draft, approach channels, key trenches, foundation of bridges and such simillar works in all kinds of soils , as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter, excavated surface leveled and sides neatly dressed disposing off the excavated stuff or sorting & stacking the selected stuff for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools & other appurtenaces required to complete the work. P-5/1.4.1 of vol 1

40.61

249

10122.4486

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code03 - Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/trap/basalt crushedgraded coarse aggregates and fine aggregates as per relevant ISCodes machine mixed, laid in layers not exceeding 150 mm thickness,well compacted using plate vibrators, including all lead & lifts, cost ofall materials of quality, labour, Usage charges of machineries, curing,and all the other appurtenances required to complete the work as pertechnical specifications. (The cost of steel reinforcement & formworkshall be paid separately)Mix 1:4:8( M5) Using 40 mm nominal size graded crushed coarseaggregates, Vol - 1 P- 15/2.1.2

0.072

5833

420.04224

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code07 - Providing and fixing Structural Steel work riveted, bolted or weldedin built up sections, trusses and framed work, including cutting,hoisting, fixing in position and applying a priming coat of approved steelprimer all complete including cost of materials, labour, usage chargesof machinery complete as per specifications and as per directions ofthe Engineer-in-Charge.P-77/11.2 of Vol - 2

628

111

69858.72

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code05 - Providing and fixing RCC precast fencing pole of size 0.15mx0.15mx2.0m casted in M 20 with 20mm down size aggregates making holes for drawing barbed wire at 30 cm c/c using 8 mm dia vertical 4 TMT steel rods and6 mm dia stirups at 15 cm c/c fixed 1.5 m above Ground level using steel moulding , curing , transportation to work spot including excavation in alltypes of soil, fixing in plain cement concrete M15 using 20 mm downsizeaggregate including aligning to plumb and line providing including cost of all materials, labour,usage charges of machinery complete.p-96/11.62 of Vol 2

186

1117

207864.3

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code01 - Earth work in surface excavation by mechanical means for lowering & leveling the ground for all works other than foundation in all kinds of soils & upto depth not exceeding 300mm as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenances required to complete the work. P-8/1.12

100.08

97

9792.828

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code09 - Providing and fixing RCC name board of size 1.35x0.60x0.04 m fixed in reinforced cement concrete poles of size 0.10x0.10x2.60m in cement concrete M 20 proportion using 20mm and down size graded metal machine mixed with 10mm dia main steel bars and 8mm dia stirpes as shown in drawing. The board shall be provided with 12mm thick cement plaster in cement mortar 1:4 on both the sides. The poles shall be embedded in the ground for a depth of 0.5 m with cement concrete M 10 proportion. The board shall be fixed as per the drawing and at the place indicated by the Engineer in charge of the work. The cost includes excavation, cost of all materials, cost of steel, painting, centering, transportation charges & fixing charges. P - 79/8.55 of vol - 3

3

6036

18110.49



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