Karnataka Rural Road Development Agency 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
₹ 1,67,141Document Cost
Refer DocumentsTender Fee
₹ 2,090
Description
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Contact
Tender Id
KRRDA/2024-25/RD/WORK_INDENT159Bid Award Id
ViewTender No
KRRDA/2024-25/RD/WORK_INDENT159Tender Authority
Karnataka Rural Road Development Agency ViewPurchaser Address
-Website
http://http://www.krrda.in/
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Documents
BOQ Items
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CSR 2023-24 Vol. 3 Pg. 17 It.No. 3.5 - Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material by Mechanical Means using Hydraulic excavator with in all lifts and lead
2700
6
17010
... More
CSR 2023-24 Vol. 3 Pg. 17 It.No. 3.7 - 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.
197.83
110
21810.7575
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CSR 2023-24 Vol. 1 Pg. 7 It.No. 1.7 - 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. (Royalty shall be recovered @ Rs. 60.00/m3)
1010.1
124
126211.995
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CSR 2023-24 Vol. 1 Pg. 7 It.No. 1.8 - 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.
1089.9
497
542443.23
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CSR 2023-24 Vol. 3 Pg. 17 It.No. 3.6 - 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
1333.12
517
690089.568
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CSR 2023-24 Vol. 3 Pg. 145 It.No. 16.10 - Granular Sub-base - Grading III Construction of Granular Sub-Base by Mix in Place Method by providing well graded Gravel, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification
370.75
1498
555513.2625
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CSR 2023-24 Vol. 3 Pg. 26 It.No. 4.17 - 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
702.6
2686
1887851.07
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CSR 2023-24 Vol. 3 Pg. 31 It.No. 5.1.A.i. - 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.
3449.3
43
148492.365
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CSR 2023-24 Vol. 3 Pg. 31 It.No. 5.4.ii. - 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.
3449.3
14
50704.71
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CSR 2023-24 Vol. 3 Pg. 31 It.No. 5.6.i.B. - Bituminous Macadam Grading-I for traffic less than 20 MSA Providing and laying Bituminous Macadam with 100 tph capacity hot mix plant batch type using crushed aggregates of specified grading premixed with bituminous binder VG-30 @ 3.3% 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
172.46
7746
1336030.374
... More
CSR 2023-24 Vol. 3 Pg. 39 It.No. 5.19 - Open - Graded Premix Surfacing Providing, laying and rolling of open - graded premix surfacing of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using viscosity grade bitumen VG-30 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, finished to required level and grades.
3449.3
156
539642.985
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CSR 2023-24 Vol. 3 Pg. 39 It.No. 5.21 II - Seal Coat Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A and B seal coats with bituminous binder VG-30 Case - II : Type B Premix Seal coat
3449.3
54
188331.78
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Date rate - By Mix in Place Method for Grading VI GSB
Construction of granular sub-base by using scarified available aggregate of size 53mm to 9.5mm (available aggregate of 53 mm to 26.5 mm @ 12.5 percent and 26.5 mm to 9.5 mm @ 22.5 percent from crusher 9.5mm to 4.75 mm @ 22.5 percent and 4.75 mm below @ 42.5 percent) providing close grade dmaterial, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with front and loader at OMC and compacting with viratory roller to achieve the dsired density, complete as per Unit=cum
73.5
1700
124950
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