Bruhat Bengaluru Mahanagara Palike Tender
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Karnataka, also known as Karunadu, is a state in the southwestern region of India. Karnataka was formed originally as Mysore State on 1st November 1956 and currently is the biggest state in south India. Its capital and largest city is Bengaluru. It covers an area of 191,791 km2 (74,051 sq mi) and is the sixth largest state by area comprising 31 districts. Karnataka is also a state of multiple languages; Kannada being the official and most widely spoken language in Karnataka. Other languages spoken in the state include Tamil, Telugu, Malayalam, Kodava, Konkani and much more.Karnataka tenders are issued by the government of Karnataka, public & private sector organisations. The state government issues majority of the Karnataka tenders, which are for goods and services including construction, road and bridge construction, IT services, engineering services, medical services, educational services amongst many others. Bidassist is one of the largest eprocurement portals, which offers all government tenders from across the world in one place. Bidassist offers information on all Karnataka tenders and other state and authority tenders in no time. Bidassist is a platform where users can look for various Karnataka tenders as well as other tenders.
Bruhat Bengaluru Mahanagara Palike - BBMP Tender
Civil Works Others
Opening Date12 Mar 2025
Closing Date15 Apr 2025
Tender Amount₹ 80,21,29,284.9
Costs
EMD
₹ 80,22,000Document Cost
Refer DocumentsTender Fee
₹ 7,500
Summary
Construction Of Flood Protection Structures To Swd Including Rcc Retaining Walls, Water Retention Structures, Nature Base Solution Structures/bridges And Culverts
Description
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Contact
Tender Id
BBMP/2024-25/OW/WORK_INDENT6831Tender No
BBMP/2024-25/OW/WORK_INDENT6831Tender Authority
Bruhat Bengaluru Mahanagara Palike ViewPurchaser Address
-Website
http://http://bbmp.gov.in/home
GEM & Bid Advisory Services
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Documents
BOQ Items
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code04 - Removing all type of Hume Pipes and Stacking including Earthwork and Dismantling of Masonry Works. C) Above 900 mm and as per directions of the Engineer-in-Charge.
27.5
1511
41563.5
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code05 - Dewatering on BHP basis by using water pump including diversion of stream, providing cofferdams, earthern bunds etc. as may be necessary for foundation and other parts of the the works and pumping out water during and after excavation as may be required by using 5.0 to 9.0 BHP pump etc. complete. (prior approval of Superintending Engineer will be necessary) and as per directions of the Engineer-in-Charge.
18333.7
192
3529237.25
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code06 - 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, caution lights, 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 appurtenaces required to complete the workthe work In all kinds of soils Depth upto 3 m and as per directions of the Engineer-in-Charge.
196717.72
112
22071728.184
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code07 - Providing and Filling in foundation with granite/trap broken metal of 100 MM of available Boulders with down size, with approved sand including hand packing, ramming, watering, including cost of all materials and labour with all lead and lift complete as per specification and as per directions of the Engineer-in-Charge.
2367.0108
825
1952783.91
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code08 - Providing and Filling in foundation with granite / trap broken metal 100mm. And down size & with approved sand including hand packing, ramming, watering, including cost of all materials and labour with all lead and lift complete as per specifications.and as per directions of the Engineer-in-Charge.
7283.4492
2950
21487558.995348
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code09 - Ready Mix Concrete (RMC) with Cement & Cementitious Materials Providing and laying in position Ready Mixed or Batch Mixed concrete as per IS 10262 mix design procedure for Cement Concrete works in all types of Structures other than Road works, using coarse aggregate and fine aggregate derived from natural sources, Ordinary Portland Cement (OPC) @ 75% & GGBS @ 25% proportion, admixtures to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the Engineer-in-charge. RMC M10 Grade
5712.53
6452
36860671.078
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code10 - Ready Mix Concrete (RMC) with Cement & Cementitious Materials Providing and laying in position Ready Mixed or Batch Mixed concrete as per IS 10262 mix design procedure for Cement Concrete works in all types of Structures other than Road works, using coarse aggregate and fine aggregate derived from natural sources, Ordinary Portland Cement (OPC) @ 75% & GGBS @ 25% proportion, admixtures to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but including the cost of centering, shuttering, finishing and excluding cost of reinforcement as per direction of the Engineer-in-charge RMC M25 Grade (Open Foundation)
11066.83
7114
78735294.0399
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code11 - Ready Mix Concrete (RMC) with Cement & Cementitious Materials Providing and laying in position Ready Mixed or Batch Mixed concrete as per IS 10262 mix design procedure for Cement Concrete works in all types of Structures other than Road works, using coarse aggregate and fine aggregate derived from natural sources, Ordinary Portland Cement (OPC) @ 75% & GGBS @ 25% proportion, admixtures to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads;but including the cost of centering, shuttering, finishing and excluding cost of reinforcement as per direction of the Engineer-in-charge RMC M25 Grade (Sub Structure)
11948.519
7524
89912485.98981
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code12 - Ready Mix Concrete (RMC) with Cement & Cementitious Materials Providing and laying in position Ready Mixed or Batch Mixed concrete as per IS 10262 mix design procedure for Cement Concrete works in all types of Structures other than Road works, using coarse aggregate and fine aggregate derived from natural sources, Ordinary Portland Cement (OPC) @ 75% & GGBS @ 25% proportion, admixtures to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but including the cost of centering, shuttering, finishing and excluding cost of reinforcement as per direction of the Engineer-in-charge RMC M30 Grade (Open Foundation)
4765.4999
7587
36155847.7413
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code13 - Ready Mix Concrete (RMC) with Cement & Cementitious Materials Providing and laying in position Ready Mixed or Batch Mixed concrete as per IS 10262 mix design procedure for Cement Concrete works in all types of Structures other than Road works, using coarse aggregate and fine aggregate derived from natural sources, Ordinary Portland Cement (OPC) @ 75% & GGBS @ 25% proportion, admixtures to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but including the cost of centering, shuttering, finishing and excluding cost of reinforcement as per direction of the Engineer-in-charge RMC M30 Grade (Sub Structure)
5242.3499
8024
42068390.089528
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code14 - Ready Mix Concrete (RMC) with Cement & Cementitious Materials Providing and laying in position Ready Mixed or Batch Mixed concrete as per IS 10262 mix design procedure for Cement Concrete works in all types of Structures other than Road works, using coarse aggregate and fine aggregate derived from natural sources, Ordinary Portland Cement (OPC) @ 75% & GGBS @ 25% proportion, admixtures to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads;but including the cost of centering, shuttering, finishing and excluding cost of reinforcement as per direction of the Engineer-in-charge RMC M30 Grade (Solid Slab Super Structure)
4684.33
8754
41007702.2159
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code15 - 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, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification All other type of structuresand as per directions of the Engineer-in-Charge.
3207.55
86912
278774906.355
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code16 - 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, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification Foundations of Bridgesand as per directions of the Engineer-in-Charge.
15.75
94826
1493518.95
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code17 - 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, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification Sub structure of Bridgesand as per directions of the Engineer-in-Charge.
5.77
95076
548590.251
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code18 - 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, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification Super structure of Bridgesand as per directions of the Engineer-in-Charge.
16.4
95323
1563310.32
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code19 - Providing & fixing 20 mm thick compressible fibre boardin expansion joint complete as per drawing & Technical Specification.and as per directions of the Engineer-in-Charge.
5598.4
150
843622.896
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code20 - Providing weep holes in Brick masonry/ Plain/ Reinforced concrete abutment, wing wall/ return wall with PVC Pipe 110mm outer dia at 2 kg per m2, extending through the full width of the structure with slope of 1V:20H towards drawing foce. Complete as per drawing and Technical Specifications 2706 & 2200and as per directions of the Engineer-in-Charge.
5791.87
262
1522624.7043
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code21 - Providing and laying of Filter media with granular materials/ stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRTH specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and Technical Specification.710.1.4.of IRC:78 and 2200and as per directions of the Engineer-in-Charge.
6984.32
2944
20566657.2608
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code22 - Loading and Unloading of Stone Boulder/Stone aggregates/Sand/Kankar/Moorum.(Tipper 14 m3) Taking output 25 t load and lead 10 km = 250 t.km Average Weight of Earth 10 Tonne/Km For 10.00Km ((25X10X7)/14)and as per directions of the Engineer-in-Charge.
119535.369
232
27744159.1449
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code23 - Compacting original ground supporting embankment Loosening, leveling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Table 300-2 for embankment construction and as per directions of the Engineer-in-Charge.
1603.09
115
185156.895
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code24 - Providing, laying, spreading and compacting graded stone aggregate to Wet Mix Macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver/grader in sub-base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.Wet Mix Macadam (Plant mix method) and as per directions of the Engineer-in-Charge.
1251.25
2814
3522143.625
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code25 - Reinforced cement concrete M30 grade for approach slab including reinforcement and formwork complete as per drawing and Technical specification (Batching Plant) 1500, 1600, 1700 & 2704 and as per directions of the Engineer-in-Charge.
1308.86
13018
17039393.91
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code26 - 2702 A Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing andTechnical Specifications. (Batching Plant) and as per directions of the Engineer-in-Charge.
524.3084
15368
8057618.678956
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code27 - Providing and fixing Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete. Hot finished seamless type tubes including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge.
233795.778
161
37802439.34482
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code28 - Providing and fixing G.I. chain link fabric fencing of required width in mesh size 50x50 mm including strengthening with 2 mm dia wire or nuts, bolts and washers as required complete as per the direction of Engineer-in-charge. (Made of G.I. wire of dia 4 mm)
25386.76
883
22423871.2404
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code29 - Painting on Steel Surfaces Providing and applying two coats of ready mix paint of approved brand on steel surface after thorough cleaning of surface to give an even shade and as per directions of the Engineer-in-Charge.
25386.76
105
2680587.9884
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code30 - 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 einforced with TMT bars Fe 550 @ 6kg/ m2, slabs jointed in CM 1:3 proportion and nicely finished Including providing holes in the Cover slabs wherever necessary for easy drainage of surface water including of labour, materials, scaffolding, usage of machinery, curing, lead and lift charges etc, Complete.and as per directions of the Engineer-in-Charge.
1040
1287
1338480
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