Bruhat Bengaluru Mahanagara Palike Tender
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The BBMP has issued a formal invitation for competitive bids for the Bruhat Bengaluru Mahanagara Palike project, for Improvements To Roads, Drains And Culverts And Asphalting To Bad Reaches In Ward 182, 183 & 186 In Shakambari Nagar Sub Division in Bengaluru Urban, Karnataka, with an estimated contract value of Rs. 3,22,55,337. The bid opening date for this tender is 10-02-2025 and the last date for bid submission is 19-02-2025. Interested bidders for Bruhat Bengaluru Mahanagara Palike tender can download the important documents here to check the scope of work, eligibility criteria and technical requirements.
Bruhat Bengaluru Mahanagara Palike - BBMP Tender
Civil And Construction
Road Construction
Opening Date10 Feb 2025
Closing Date19 Feb 2025
Tender Amount₹ 3,22,55,337.4
Costs
EMD
₹ 6,00,000Document Cost
Refer DocumentsTender Fee
₹ 5,000
Description
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Contact
Tender Id
BBMP/2024-25/RD/WORK_INDENT6481Bid Award Id
ViewTender No
BBMP/2024-25/RD/WORK_INDENT6481Tender Authority
Bruhat Bengaluru Mahanagara Palike ViewPurchaser Address
-Website
http://http://bbmp.gov.in/home
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Documents
BOQ Items
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code11 - Demolishing stone rubble masonry manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material to the appropriate disposal area as per direction of Engineer in-charge. In cement mortar as per direction of Engineer in-charge
100.1196
1852
185461.54704
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code10 - 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. as per direction of Engineer in-charge
1049.382
266
279345.4884
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code06 - Providing and laying Bituminous Concrete with not less than 40/60 TPH capacity HMP using crushed aggregates of specified grading, premixed with bituminous binder VG-30 @ 4.78% Bitumen and waste plastic 8% of Bitumen of mix and filler, transporting the hot mix to work site, laying with mechanical paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 507 complete in all respects Bituminous Concrete Grading I Using waste plastic Ref. to MoRT&H : IRC 517,B as per direction of Engineer in-charge
1428.9275
11456
16370507.90375
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code12 - Providing and laying in position plain 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 machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately, Mix 1:4:8( M5) Using 40 mm nominal size graded crushed coarse aggregates as per direction of Engineer in-charge
48.303
6230
300947.0112
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code05 - Providing and applying tack coat with VG-10 Bitumen using pressure distributor at the rate of 0.20 kg/m2 on the prepared bituminous surface cleaned with mechanical broom, Tack coat on Bituminous surface Ref. to MoRT&H : IRC 503 as per direction of Engineer in-charge
40826.5
13
538909.8
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code13 - Re - Construction of size stone masonry with available stones in CM 1:6 as per direction of the Engineer in charge.
70.083
5295
371117.5182
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code15 - Providing Flush/ Ruled pointing: Pointing on stone work with cement mortar 1:3 (1 cement : 3 fine sand) after raking joints to depth nicely lining, including cost of materials, labour, curing as per specifications and as per directions of Engineer-in-charge.
1259.52
280
353295.36
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code08 - Demolishing cement concrete manually/ by mechanical means including disposal of material to the appropriate disposal area as per direction of Engineer-in-charge.
153.48
1829
280760.964
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code02 - 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) Ref. to MoRT&H : IRC 406 as per direction of Engineer in-charge
839.6975
2814
2363664.49275
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code17 - Providing 20 mm cement plaster of mix :1:4 (1 cement: 4 fine sand) to brick/stone masonary including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of engineer-in-charge.
153
389
59578.2
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code16 - Providing and constructing load bearing wall with Solid Concrete blocks of size 400x100x200mm having block density more than 1800kg/m3 and minimum compressive strength of 4.00 N/mm2 conforming to IS 2185 (Part - I) - 2005 and constructed with CM 1:4 as per IS 2572:2005 including cost of all materials, labour, scaffolding and curing, usage charges of machinery etc complete as per specifications. as per direction of Engineer in-charge
153
1214
185803.2
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code19 - Providing and fixing precast reinforced cement concrete covering slabs of 23cm thick made out of M25 with OPC cemen t@ 340kgs/cum, with 20mm downsize graded metal coarse aggregate @0.70cum and fine aggregate & 0.74 cum with superplasticizers, machine mixed, including providing and removing centering, Shuttering, strutting, proping etc., for edges of slabs with TMT steel (Fe 500) cost and reinforcement charges, including pointing with CM 1:3, finishing as required with cost of all materials, labours, all lead and lifrt, HOM of machinery, curing including cost of reinforcement etc., complete as directed by the Engineer in charge of the work
19.89
5548
110357.676
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code01 - 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. as per direction of Engineer in-charge
839.6975
266
223527.4745
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code24 - Providing and fixing pre cast solid cement concrete kerb stones made out of C.C. 1:2:4 with top and bottom width 114 and 165mm respectively, 400mm high and 450mm in length finished with CM 1:3 plastering and finishing cutting, including form work, curing, including cost of all materials, labour, hire charges of machinery, loading, unloading, lead and lift, transportation etc., complete as directed by the Engineer in charge of the work
1449
573
830421.9
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code07 - Road Marking with Hot Applied Thermoplastic Compou with Reflectorising Glass Beads on Bituminous Surface Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 g/m2 area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35:2015.The finished surface to be level, uniform and free from streaks and holes, Ref. to MoRT&H : IRC 803 as per direction of Engineer in-charge
1382
583
805706
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code23 - Removing and resetting of precast kerb stones fixed with CM 1:3 and finished in line as per direction of Engineer in charge (The cost of PCC shall be paid extra)
2608
38
100408
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code18 - Providing and laying in position plain 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 machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately, Mix 1:3:6( M10) Using 20 mm nominal size graded crushed coarse aggregates as per direction of Engineer in-charge
97.407
6838
666137.2509
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code26 - Loading and Unloading of Stone Boulder/Stone aggregates / Sand /Kankar /Moorum.(Tipper 10 m3),Cost of Haulage Excluding Loading and Unloading complete as per specifications.Case - I : Surface Road. as per direction of Engineer in-charge
2042.5595
328
671797.81955
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code04 - Providing and laying Dense Graded Bituminous Macadam with 40/60 TPH capacity HMP using crushed aggregates of specified grading, premixed with bituminous binder VG-30, @ 4.5 per cent by weight of total mix and filler, transporting the hot mix to work site, laying with mechanical paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 505 complete in all respects. Dense Graded Bituminous Macadam Grading -II for traffic 20 MSA Ref. to MoRT&H : IRC 505,C as per direction of Engineer in-charge
263.2325
10393
2736012.28175
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code14 - Providing Size Stone masonry with hard stone in foundation & plinth with Cement mortar 1:6 (1 cement : 6 coarse sand).
139.295
7027
978951.3305
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code20 - Providing B S slabs of selected quality roughly dressed having a size of 10cms thick and fixed in CM 1:6 including fixing curing etc., complete as directed by the Engineer in charge of the work
782.4
2390
1870170.72
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code03 - Providing and applying primer coat with SS1 grade Bitumen Emulsion on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70 kg per m2 using mechanical means.as per direction of Engineer in-charge
5264.65
45
237435.715
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code22 - Providing Machine Cutting edges to BS slab 2.5 cms wide as per specifications. (only chamfered length shall be recorded) inclusive of all Taxes complete. as directed by the Engineer in Charge of the work
9766.801
88
859478.488
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