Bruhat Bengaluru Mahanagara Palike Tender
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 And Construction
Bridge Construction
Opening Date19 Nov 2024
Closing Soon3 Dec 2024
Tender Amount₹ 4,07,39,122.21
Costs
EMD
₹ 4,07,400Document Cost
Refer DocumentsTender Fee
₹ 5,000
Description
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Contact
Tender Id
BBMP/2024-25/BR/WORK_INDENT4279/CALL-3Tender No
BBMP/2024-25/BR/WORK_INDENT4279/CALL-3Tender Authority
Bruhat Bengaluru Mahanagara Palike ViewPurchaser Address
-Website
http://http://bbmp.gov.in/home
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Documents
BOQ Items
Brdg04 - Earth work excavation for Foundation by mechanical means for all works and 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 and 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 and other appurtenaces required to complete the work In all kinds of soils Depth 3m to 6m etc., as per specification and direction of Engineer-in-charge.
1971.907
128
253784.4309
Brdg05 - Earth work excavation for Foundation by mechanical means for all works and 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 and 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 and other appurtenaces required to complete the work In all kinds of soils Depth above 6m etc., as per specification and direction of Engineer-in-charge.
325.578
158
51571.5552
Brdg06 - 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) etc., as per specification and direction of Engineer-in-charge.
1000
192
192500
Brdg07 - 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 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 machinery, curing, and all the other appurtenances required to complete the work as per technical specifications. Mix 1:3:6 Using 20 mm nominal size graded crushed coarse aggregates MORTH Specification No. 1500,1700 & 2100 etc., as per specification and direction of Engineer-in-charge.
50.6074
6838
346088.82638
Brdg08 - 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 super plasticizers laid in finished layers, well compacted using needle vibrators, including all lead and lifts, cost of all materials, quality confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications.(The cost of steel reinforcement paid separately) M35 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Open Foundation etc., as per specification and direction of Engineer-in-charge.
480.71
7418
3566099.064
Brdg09 - Add extra 5percent towards providing and removing centering shuttering strutting propping etc.. for Foundation, Sub structure of Cross drainages etc., as per specification and direction of Engineer-in-charge.
480.71
370
178304.9532
Brdg10 - Providing and laying in position Cement Concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works and other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necessary, including all lead and lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. M35 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Upto 5m
MORTH Specification No. 1500,1700 and 2100 etc., as per specification and direction of Engineer-in-charge.
243.92
7792
1900722.208
Brdg11 - Add extra 10percent towards providing and removing centering shuttering strutting propping etc. for Abutment and Pier Wall etc., as per specification and direction of Engineer-in-charge.
243.92
779
190072.2208
Brdg12 - Providing and laying in position Cement Concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works and other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necessary, including all lead and lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. M35 Design Mix Using 20 mm nominal size graded crushed coarse aggregates ii) For height 5m to 10m Beyond 5 m upto 10 m add 12percent extra on formwork for staging and base preparation etc., as per specification and direction of Engineer-in-charge.
95.932
8727
837245.57068
Brdg13 - Add extra 10percent towards providing and removing centering shuttering strutting propping etc. for Abutment and Pier Wall etc., as per specification and direction of Engineer-in-charge.
95.9323
872
83724.914825
Brdg14 - Back filling behind abutment, wing wall and return wall complete including compaction as per drawing and Technical Specification A. Granular material MORTH Specification No. 2204 and 304 etc., as per specification and direction of Engineer-in-charge.
4484.11
1284
5761184.528
Brdg15 - Supplying, fitting and fixing in position true to line and level elastomeric bearing conforming to IRC: 83 (Part-II) section IX and clause 2005 of MoRTH specifications complete including all accessories as per drawing and Technical Specifications. etc., as per specification and direction of Engineer-in-charge.
126000
-
93240
Brdg16 - Providing and laying in position Cement Concrete for all Super structures of building , Road works, Water works, Irrigation works and super structure works of bridges upto 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead and lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. M40 Design Mix Using 20 mm nominal size graded crushed coarse aggregates etc., as per specification and direction of Engineer-in-charge.
342.238
8274
2831745.6596
Brdg17 - Add extra 20percent towards providing and removing centering shuttering strutting propping etc.. for Deck Slab Portion (Solid Slab) etc., as per specification and direction of Engineer-in-charge.
307.384
1654
508671.33856
Brdg18 - Add extra 5percent towards providing and removing centering shuttering strutting propping etc for Crash Barrier
34.8541
413
14419.489711
Brdg19 - 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 Bridges MORTH Specification No.1600 and 2200 etc., as per specification and direction of Engineer-in-charge.
76.9139
94826
7293483.62974
Brdg20 - 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 Bridges MORTH Specification No.1600 and 2200
52.237
95076
4966500.6831
Brdg21 - 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 Bridges MORTH Specification No. 1600 and 2200
65.656
95323
6258579.4128
Brdg22 - Strip Seal Expansion Joint
Providing and laying of a strip seal expansion joint catering to maximum horizontal movement upto 70 mm, complete as per approved drawings and standard specifications to be installed by the manufacturer/supplier or their authorised representative ensuring compliance to the manufacturer s instructions for installation.
65.56
15720
1030609.756
Brdg23 - 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.
184.47
2944
543208.809
Brdg24 - Acrylic anti-carbonation coating for New Concrete Providing and Applying Acrylic anti-carbonation coating on concrete surface, which is single component, cold applied, water based acrylic polymer and Specially formulated to Protect RCC substrate that is directly exposed to atmospheric conditions like UV radiation, heavy rain, industrial pollution and carbonation. Apply without any dilution at 0.25L/m2 in 2 coats to achieve DFT of 225 microns, The coating shall have Confirms in accordance with IRC SP:80-2008, Chloride Ion penetration Concrete Guard (Coulombs) 575 as per ASTM C 1202:2019, SRI value of 104 as per ASTM E 1980:19 and Crack bridging ability up to 2mm, including priming the surface with 1 coat diluted with water in the ratio 1:1 spreading at 0.125 L/m2 as self-priming coat. The finished cost to include surface preparation, treatment of cracks completely as per specification as per the direction of the Engineer In charge.
818.082
358
293364.2052
Brdg25 - Construction of Granular Sub-Base of required Grading V as per design mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 Clause 401 of MORTH V Revision. nsity, complete as per specifications. Clause 401 of MORTH V Revision. as per specification as per the direction of the Engineer In charge.
13.3495
2735
36520.22715
Brdg26 - 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.MORTH Specification No. 406 as per specification as per the direction of the Engineer In charge.
16.68
2814
46952.532
Brdg27 - Prime Coat over WMM/WBM
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/m2 using mechanical means.
Clause 502 of MORTH V Revision as per specification as per the direction of the Engineer In charge.
66.7478
45
3010.32578
Brdg28 - Tack coat on Granular surface treated with primer
Providing and applying tack coat with RS1 Bituminous Emulsion using emulsion pressure distributor at the rate of 0.25 kg/m2 on Granular Surface Clause 503 of MORTH V Revision as per specification as per the direction of the Engineer In charge.
66.7478
15
1027.91612
Brdg29 - Bituminous Macadam Grading - II for traffic lesser 20 MSA
A Providing and laying Bituminous Macadam with 120 TPH capacity hot mix plant batch type using crushed aggregates of specified grading premixed with bituminous binder VG-30 at 3.4percent by weight of mix, transported to site, laid over a previously prepared surface with mechanical paver finisher to the required grade, level and alignment and rolled as per clauses 501.6 and 501.7 to achieve the desired compaction as per specification as per the direction of the Engineer In charge.
5.006
8508
42593.551
Brdg30 - Dense Graded Bituminous Macadam Grading - II for traffic lesser20 MSA Providing and laying Dense Graded Bituminous Macadam with 120 TPH capacity HMP batch type using crushed aggregates of specified grading, premixed with bituminous binder VG-30, at 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. as per specification as per the direction of the Engineer In charge.
4.6723
10478
48959.16278
Brdg31 - Tack coat on Bituminous surface
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 Clause 503 of MORTH V revision as per specification as per the direction of the Engineer In charge.
1053.89
13
13911.348
Brdg32 - Providing and laying 12 mm thick Mastic Asphalt wearing course on top of deck slab excluding prime coat with paving grade bitumen meeting the requirements given in table 500- 29, prepared by using mastic cooker and laid to required level and slope after cleaning the surface, including providing antiskid surface with bitumen precoated fine grained hard stone chipping of 9.5 mm nominal size at the rate of 0.005 m3 per 10 m2 and at an approximate spacing of 10 cm center to center in both directions, pressed into surface when the temperature of surfaces not less than 100 deg. C, protruding 1 mm to 4 mm over mastic surface, all complete as per clause 515. MORTH Specification No. 515 and 2702 as per specification as per the direction of the Engineer In charge.
460.198
550
253108.9
Brdg33 - Bituminous Concrete Grading II for traffic lesser20 MSA Providing and laying Bituminous Concrete with 120 TPH capacity hot mix plant batch type using crushed aggregates of specified grading, premixed with bituminous binder VG-30, at 5.4 per cent 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 as per specification as per the direction of the Engineer In charge.
21.07
12136
255711.841
Brdg34 - Providing, fitting and fixing mild steel railing complete as per drawing and Technical Specification as per specification as per the direction of the Engineer In charge.
47.506
4870
231392.2248
Brdg35 - Drainage Spouts using 100 mm GI pipe complete as per drawing and Technical specification
MORTH Specification No. 2705 as per specification as per the direction of the Engineer In charge.
6
3598
21588.6
Brdg36 - Providing and filling Stone Dust in foundation to required depth for sub soil treatment including watering ramming with all lead and lift complete as per specifications and as per the direction of Engineer in Charge
11.37
2322
26410.1223
Brdg37 - Providing and laying 60mm thick factory made precast M - 30 grade Cement Concrete Paver Block as per IRC SP 63:2018 and IS 15658 for Cycle Tracks and Pedestrian Footpaths of approved shape and colour, laid in required pattern and including over 30mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineer-incharge. (WMM / WBM Base to be paid separately if necessary as per relevant technical specification) as per specification as per the direction of the Engineer In charge.
56.214
1174
66040.2072
Brdg38 - PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification MORTH Specification No. 2700 as per specification as per the direction of the Engineer In charge.
25.285
7492
189437.7485
Brdg39 - Reinforced cement concrete M30 grade for approach slab including reinforcement and formwork complete as per drawing and Technical specification (Batching Plant) MORTH Specification No.1500, 1600, 1700 and 2704 as per specification as per the direction of the Engineer In charge.
50.57
13018
658345.545
Brdg40 - Providing Weep Holes in Brick masonry/Plain/ Reinforced concrete abutment, wing wall/ return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical Specifications MORTH Specification No.2706 and 2200 as per specification as per the direction of the Engineer In charge.
226
151
34306.8
Brdg41 - Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads at 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. MORTH Specification No. 803 as per specification as per the direction of the Engineer In charge.
14.26
583
8313.58
Brdg42 - Retro-Reflectorised Traffic Signs Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC:67:2022 made of Class B Type IV retro reflective sheeting fixed over 2 mm thick aluminium sheeting vide clause 803.1, 3mm/4mm thick Aluminium composite material sheet depending on the size of the sign fixed over the back support frame of min 25 x 25 x 3mm angle mounted on a mild steel circular pipe 65 NB, 3.2mm thickness firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing.The sign shall be maintained as per section 12 of IRC:67:2022 90 cm equilateral triangle as per specification as per the direction of the Engineer In charge.
4
5152
20609.6
Brdg43 - Retro-Reflectorised Traffic Signs Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC:67:2022 made of Class B Type IV retro reflective sheeting fixed over 2 mm thick aluminium sheeting vide clause 803.1, 3mm/4mm thick Aluminium composite material sheet depending on the size of the sign fixed over the back support frame of min 25 x 25 x 3mm angle mounted on a mild steel circular pipe 65 NB, 3.2mm thickness firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing.The sign shall be maintained as per section 12 of IRC:67:2022 60 cm circular as per specification as per the direction of the Engineer In charge.
2
4726
9453.4
Brdg44 - Road Delineators
Supplying and installation of delineators (road way indicators, hazard markers, object markers), 80-100 cm high above ground level, painted black and white in 15 cm wide strips, fitted with 80 x 100 mm rectangular or 75 mm dia circular reflectorised panels at the top, buried or pressed into the ground and conforming to IRC-79-2019 and the drawings. as per specification as per the direction of the Engineer In charge.
4
2223
8892.4
Brdg45 - Supplying and Fixing of Molded Shank Raised Pavement Markers / Cat s Eye made of polycarbonate and ABS moulded body and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face and shall support a load of 16000 kg tested in accordance to ASTM D 4280 Type H and complying to Specifications of Category A of MORTH Circular No RW/NH/33023/10-97 DO III Dt 11.06. 1997. The height, width and length shall not exceed 50 mm, 100 mm and 102 +/- 2 mm and with minimum reflective area of 13 cm2 on each side and the slope to the base shall be 35 +/- 5 degree. The strength of detachment of the integrated cylindrical shanks, (of diameter not less than 19 +/- 2 mm and height not less than 30+/- 2 mm) from the body is to be a minimum value of 500 Kg. Fixing will be by drilling holes on the road for the shanks to go inside, without nails and using epoxy resin based adhesive as per manufacturer s recommendation and complete as directed by the engineer.The contractor shall submit a two year warranty for satisfactory field performance including stipulated retro-reflectance of the reflecting panel, to the Engineer. as per specification as per the direction of the Engineer In charge.
15
401
6022.5
Brdg46 - Providing, laying and jointing HDPE pipes of specified grade and conforming to IS 4984-2016 with latest ammendments and conveying to work site including loading and unloading at both destinations and rolling and lowering into trenches, laying true to line and jointing of pipes and specials with electrofusion welding, giving hydraulic test as per relevant ISS with all lead and lifts including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excation, testing and commissioning. The rate is exclusive of required specials and fittings wherever necessary like saddle Tee, stub ends, flanged sets, bedns, reducers etc. complete (Contractor will make his own arrangements for procuring water for testing) etc. complete. NOTE: Upto 110mm dia Coil shall be used. For :HDPE PE 80 PN 6.0 HDPE Grade PE100-PN6.0, 90mm dia
47.506
309
14684.1046
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