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.
Costs
EMD
₹ 1,39,000Document Cost
Refer DocumentsTender Fee
₹ 1,730
Summary
Pkg-03/klg/5054 (2 Works) 1) Improvements To Road From Hulaginkoppa To Sangatikoppa 2) Improvements To Roads From Solargoppa To Sh In Kalaghatagi Taluk Of Dharwad Dist.
Description
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Contact
Tender Id
RDPR/2024-25/RD/WORK_INDENT11622Tender No
RDPR/2024-25/RD/WORK_INDENT11622Tender 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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1.4 - Compacting original ground supporting embankment Loosening, leveling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Table 300-2 for embankment construction. (1) 804.38 (2) 618.75
1423.13
105
149428.65
... More
1.5 - 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.(1) 572 (2) 440
1012
2559
2589708
... More
1.6 - Maintenance of WBM road including filling up of pot holes, ruts and rectifying corrugated surface, damaged edges and ravelling as per technical specification Clause 1907. (2) 240
240
307
73680
... More
1.7 - 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 0.90
kg per m2 using mechanical mean. (1) 5362.5 (2) 4125
9487.5
41
388987.5
... More
1.8 - 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. (1) 5362.5 (2) 4125
9487.5
14
132825
... More
1.9 - Tack coat on Bituminous surface Providing and applying tack coat with RS1 Bituminous Emulsion using emulsion pressure distributor at the rate of 0.20 kg/m2 on the prepared bituminous surface cleaned with mechanical broom . (2) 3000
3000
12
36000
... More
1.10 - Mix Seal Surfacing Providing, laying and rolling of Close-Graded Premix
Carpet (OGPC) surfacing material by Manual Means of
20 mm thickness composed 13.2 mm to 0.9 mm (Type-B)
aggregates using VG30 bitumen to required line, grade and
level to serve as wearing course on a previously prepared
base, including mixing in a suitable plant, laying and rolling
with a three wheel 8-10 kN static roller and finishing to
required level and grades as per Technical Specification.(1) 5362.5 (2) 7125
12487.5
227
2834662.5
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1.11 - Construction of Subgrade and Earthen Shoulders.Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2 (1) 128.7 (2) 171
299.7
493
147752.1
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1.12 - Providing and fixing RCC name board of size 1.35x0.60x0.04
m fixed in reinforced cement concrete poles of size
0.10x0.10x2.60m in cement concrete M 20 proportion using
20mm and down size graded metal machine mixed with
10mm dia main steel bars and 8mm dia stirpes as shown in
drawing. The board shall be provided with 12mm thick cement
plaster in cement mortar 1:4 on both the sides. The poles shall
be embedded in the ground for a depth of 0.5 m with cement
concrete M 10 proportion. The board shall be fixed as per the
drawing and at the place indicated by the Engineer in charge
of the work. The cost includes excavation, cost of all materials,
cost of steel, painting, centering, transportation charges &
fixing charges. (1) 1 (2) 1
2
5861
11722
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1.13 - 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 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work. In all kinds of soils Depth upto 3 m (P.No.08 I.No. 1.14PWD SR 2023-24)
172.8
102
17625.6
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1.14 - 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 1:4:8 Using 40 mm nominal size graded crushed coarse aggregates. (1) 8.64
8.64
5664
48936.96
... More
1.15 - Providing and Laying Reinforced Cement Concrete Pipe NP3 as per design in Single Row Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1101.6 1000mm dia. (1) 22.5
22.5
7958
179055
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1.16 - Providing and laying in Cement Concrete for all Basement & surface level works, return walls, retaining walls, sunken floors etc. 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 & lifts, cost of all materials of quality, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates. (1) 15.47
15.47
6323
97816.81
... More
1.17 - Providing and laying in Cement Concrete for all Basement & surface level works, return walls, retaining walls, sunken floors etc. 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 & lifts, cost of all materials of quality, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (FORMWORK). (1) 15.47
15.47
505
7825.3448
... More
1.18 - 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 specifications All other type of structures. (1) 0.7
0.7
79011
55307.7
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1.19 - Filling approved earth (excluding rock) in trenches, plinth, sides of foundations and other similar works etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m.(1) 132.33
132.33
433
57298.89
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