Rural Development And Panchayat Raj Department 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.
Rural Development And Panchayat Raj Department - RDPR Tender
Civil And Construction
Road Construction
Opening Date7 Mar 2025
Closing Soon17 Mar 2025
Tender Amount₹ 16,93,229.98
Costs
EMD
₹ 25,000Document Cost
Refer DocumentsTender Fee
₹ 500
Description
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Contact
Tender Id
RDPR/2024-25/RD/WORK_INDENT13444Tender No
RDPR/2024-25/RD/WORK_INDENT13444Tender Authority
Rural Development And Panchayat Raj Department ViewPurchaser Address
-Website
http://https://www.tnrd.gov.in/
GEM & Bid Advisory Services
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BOQ Items
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code04 - 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 & with all lead and lift. and as per direction of the Engineer in charge of work.
0.2
6217
1243.4
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code05 - 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. & with all lead and lift. and as per direction of the Engineer in charge of work.
12.6
200
2520
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code06 - Providing and Laying Reinforced Cement Concrete Pipe NP3 as per Design in Double Row Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in double row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets as per Clause 750 mm& with all lead and lift. and as per direction of the Engineer in charge of work.
5
6669
33345
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code07 - Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, including removal and disposal of top organic soil not exceeding 150 mm in thickness, By Mechanical Means using Dozer, In area of light jungle& with all lead and lift. and as per direction of the Engineer in charge of work.
1620
3
6366.6
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code08 - Surface Drains in Soil, Construction of unlined surface drains of average cross- sectional area 0.40 m2 in soil to specified lines, grades, levels and dimensions. Excavated material to be used in embankment with a lift upto 3m and lead of 50 m (average lead 25 m) as per Technical Specification Clause 307. Mechanical Means (PWD SR/23-24, Pg. 144/It. 16.8 (B), V-3)
400
25
10000
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code09 - Construction of Embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded with desired compaction. & with all lead and lift. and as per direction of the Engineer in charge of work.
64
119
7616
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code10 - Earth work excavation for FOUNDATION by Mechanical means depth upto 1.50m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including cost of explosives, dressing of excavated surfaces, disposing off or levelling 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, blasting materials, tools, usage of Machinery & all other appurtenaces required to complete the work, In Hard Rock ( requiring blasting) Depth upto 1.50m & with all lead and lift. and as per direction of the Engineer in charge of work.WD SR/23-24, Pg. 9/It. 5.56)
159
554
88086
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code11 - Construction of Embankment by excavating the available approved Gravel/Murrum deposited at a place or borrow pits during or prior excavation with all lifts and lead, transportation to site, spreading, grading to required slope and compacting to meet the requirement complete as per specifications, including cost of labour,rolling,water,all materials,usage& all other appurtenaces required to complete the work. If the height of embankment onstruction is more than 1.50 m add 5% per m for every 1.50 m height or part there off & with all lead and lift. and as per direction of the Engineer in charge of work.
791
474
374934
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code12 - Providing and constructing 350 mm thick hand packed rough stone revetment consisting of 250 mm thick rough stones with 400 to 450 mm long through stones at 1.50 m c / c over a backing of 100 mm thick 40 mm down graded coarse aggregate for embankment used for kharland and SWED works in coastal area irrespective of any width and slant height of bund in any direction in any tidal variations conditions with watery situation including cost of all materials, transportation ,labour, hand packing, finishing etc., etc., complete with all lead and lifts.& with all lead and lift. and as per direction of the Engineer in charge of work.
111
819
90909
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code13 - 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 sub-base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. & with all lead and lift. and as per direction of the Engineer in charge of work.
78
2559
199602
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code14 - Providing and constructing un-reinforced plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M20 (Grade), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 m3 capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including construction joints, primer, sealant , curing of concrete slabs for 14- days, and water finishing to lines and grade as per drawing and technical specification clause 1501 with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, equipments etc., complete. as per the directions of the Engineer-in-charge of the work.& with all lead and lift. and as per direction of the Engineer in charge of work.
130
6374
828620
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