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 Date4 Feb 2025
Closing Date17 Feb 2025
Tender Amount₹ 81,30,880.37
Costs
EMD
₹ 1,21,950Document Cost
Refer DocumentsTender Fee
₹ 2,040
Summary
Improvements To Chintakayalahalli Melina Appireddyhalli, Balenahalli Villages Roads In Gudibande Taluk Chikkaballapur Dist
Description
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Contact
Tender Id
RDPR/2024-25/RD/WORK_INDENT11410Tender No
RDPR/2024-25/RD/WORK_INDENT11410Tender 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 - Construction of Embankment by excavating the available approved ravel/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 requirementcomplete as per specifications, including cost of our,rolling,water,all materials,usage& all other appurtenaces required to complete the work.with all lead and lift complete as per the directions of engineer incharge of the work
1483.37
474
703117.38
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code05 - Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lift and lead transporting to site, spreading, grading for required slope and compacted to meet requirement of Table 300.2 with lead upto 1000m as per Technical Specification Clause 303.1 with all lead and lift complete as per the directions of engineer incharge of the work
655.15
493
322988.95
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code06 - 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 2023-24 with all lead and lift complete as per the directions of engineer incharge of the work
980.4
2559
2508843.6
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code07 - 5.1 502 A Prime Coat over WMM/WBM (i) 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.with all lead and lift complete as per the directions of engineer incharge of the work
1875
41
76875
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code08 - Bituminous Macadam Grading - II for traffic 20 MSA, Providing and laying Bituminous Macadam with 40/60 TPH capacity hot mix plant using crushed aggregates of specified grading premixed with bituminous binder VG-30 @ 3.4% 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 compactionwith all lead and lift complete as per the directions of engineer incharge of the work
93.8
7661
718601.8
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code09 - Close Graded Premix Surfacing/Mixed Seal Surfacing Providing, laying and rolling of close-graded premix surfacing material of 20 mm thickness composed of 11.2 mm to 0.09mm (Type-A) or 13.2 mm to 0.09 mm (Type-B) aggregates using VG-30 bitumen to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable hot mix plant of capacity not less than 40/60 TPH, laying and rolling with a Smooth wheeled roller finishing to required level and grade. TYPE-B (II)Bitumen(S-65) with all lead and lift complete as per the directions of engineer incharge of the work
1875
176
330000
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code10 - 16.27 1501 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:383:2016, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum 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 complete as per the directions of engineer incharge of the work
530.4
6374
3380769.6
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