Rural Development And Panchayat Raj Department 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.
Rural Development And Panchayat Raj Department - RDPR Tender
Civil And Construction
Bridge Construction
Opening Date3 Feb 2025
Closing Soon11 Feb 2025
Tender Amount₹ 24,97,508.55
Costs
EMD
₹ 60,480Document Cost
Refer DocumentsTender Fee
₹ 630
Description
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Contact
Tender Id
RDPR/2024-25/BG/WORK_INDENT12573Tender No
RDPR/2024-25/BG/WORK_INDENT12573Tender Authority
Rural Development And Panchayat Raj Department ViewPurchaser Address
-Website
http://https://www.tnrd.gov.in/
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Documents
BOQ Items
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code04 - 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 mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver/grader in subbase base course on well prepared surface and compacting with vibratory roller to achieve the desired density
6
2866
17196.48
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code05 - Dismantling of existing structures like culverts bridges retaining walls and other structure comprising of masonry cement concrete wood work steel work including TP and scaffolding wherever necessary sorting the dismantled material disposal of unserviceable material and stacking the serviceable material with all lifts and lead lime Cement Concrete By Mechanical Means Cement Concrete Grade M-15 M-20
33
805
26574.24
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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 15 m including cost of labour tools usage of machinery other appurtenaces required to complete the workIn all kinds of soils Depth upto 3 mNote: Cost of De-watering upto 5 of A+B may be added where required assessment for dewatering shall be made as per site conditionbeyond 5 m upto 10 m add 12 extra on formwork for staging base preparation In all kinds of soils Depth upto 3 m
205.02
119
24592.149
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code07 - Supplying and filling in plinth with sand under floors foundation of Bridges including watering ramming consolidating and ressing complete
10
2438
24382.4
... More
code08 - Providing and laying in position plain cement concrete for levelling course for all works in foundation The granitetrapbasalt 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 40 mm nominal size graded crushed coarse aggregates
8.08
6707
54198.0544
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code09 - Providing and laying in position Reinforced cement concrete for all Sub structures of building Irrigation works Sub structure works of bridges Drain works other parallel works from 050m to 350 m height The granitetrapbasalt 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 necesary including all lead 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 The cost of steel reinforcement formwork to be paid separately M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates
125.75
7789
979534.655
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code10 - Providing and laying in position Reinforced cement concrete for all Super structures of building Road works Water works Irrigation works super structure works of bridges upto 350 m height The granitetrapbasalt 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 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 The cost of steel reinforcement dowel bars formwork to be paid separately M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates
25
8910
222768
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code11 - Supplying Fitting and Placing un-coated TMT bar Reinforcement in sub-structure complete as per Drawing and Technical Specifications
8.68
96804
840267.0528
... More
code12 - Construction of RCC railing of M30 Grade in-situ with 20 mm nominal size aggregate true to line and grade tolerance of vertical RCC post not to exceed 1 in 500 centre to centre spacing between vertical post not to exceed 2000 mm leaving adequate space between vertical post for expansion complete as per approved drawings and technical specifications
20
2535
50713.6
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code13 - Back filling behind abutment wing wall and return wall complete including compaction as per drawing and Technical Specification Granular material
152
1308
198840.32
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code14 - Providing weep holes in Brick masonryPlain 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
30
267
8030.4
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