Directorate Of Municipal Administration 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.
Costs
EMD
₹ 20,700Document Cost
Refer DocumentsTender Fee
₹ 520
Description
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Contact
Tender Id
DMA/2024-25/RD/WORK_INDENT27359/CALL-2Tender No
DMA/2024-25/RD/WORK_INDENT27359/CALL-2Tender Authority
Directorate Of Municipal Administration ViewPurchaser Address
-Website
http://bidplus.gem.gov.in
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Documents
BOQ Items
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KML04 - 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.K P W Department Volume-3 2023-24, Page No: 17 Item No:3.7
52
110
5733
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KML05 - 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 K P W Department Volume-3 2023-24, Page No: 26 Item No:4.1.7
41.6
2686
111777.12
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KML06 - Prime Coat over WMM/WBM : Providing and applying primer coat with SS1 grade Bituminous Emulsion on prepared surface of granular Base including cleaning with mechanical Broom of road surface and spraying primer at the rate of 0.90 kg/m2 using mechanical means.K P W Department Volume-3 2023-24, Page No: 31 Item No:5.2
847.5
55
47163.375
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KML07 - Bituminous Macadam Grading - I for traffic 20 MSA: Providing and laying Bituminous Macadam with 4060 tph capacity hot mix plant 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 K P W Department Volume-3 2023-24, Page No: 32 Item No:5.6.C
42.38
7835
332051.538
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KML08 - 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 K P W Department Volume-3 2023-24, Page No: 31 Item No:5.3
847.5
12
10678.5
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KML09 - Semi Dense Bituminous Concrete : Providing and laying Semi Dense Bituminous Concrete with 40/60 TPH capacity hot mix plant batch type using crushed aggregates of specified grading premixed with bituminous binderVG-30 @ 5% by weight of mix and filler, transported to site, laid over a previously prepared surface with mechanical paver finisher to the required grade, level and alignment and rolled as per MoRTH V revision. K P W Department Volume-3 2023-24, Page No: 43 Item No:5.31
21.19
10659
225876.924
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KML10 - 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 K P W Department Volume-3 2023-24, Page No: 19 Item No:3.6
22.58
517
11688.537
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KML11 - Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface : Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 g/m2 area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35:2015.The finished surface to be level, uniform and free from streaks and holes. K P W Department Volume-3 2023-24, Page No: 67 Item No:8.15
10.4
556
5787.6
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KML12 - Earth work excavation for pipeline trenches in all kinds of soils by mechanical means as per drawing and technical specifications, including setting out, construction of shoring, strutting, barricading, caution lights, bracing, using sight rails & bonding rods at every 100 mm wherever necessary as directed, removal of stumps and other deleterious matter, dressing of sides and levelling the bottom of trench to the extent required , utilising the available excavated earth locally for the work etc., and all other appurtenances complete in the following strata. PWD Common SR 2023-24,Volume 1, Page No:10, Item No:1.17
39
275
10728.9
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KML13 - Providing PVC ringtite pipes conforming to IS 4985:2000 with latest
amendments and conveying to worksite, rolling and lowering into
trenches, laying true to line and level and perfect linking at joints, testing and commissioning, including loading unloading at both destinations and cuts of pipes wherever necessary including jointing of PVC pipes and specials (excluding cost of specials) with jointing of approved type, with all labour with all lead & lift including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excavation etc. complete and giving necessary hydraulic test to the required pressure as per ISS (Contractor will make his own arrangements for procuring water for testing) etc. complete For PVC pipes 90mm dia., 6 kg/sqcm & class 3 WS Common SR 2023-24,Volume V, Page No:113, Item No:10.1.6
130
308
40131
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KML14 - Refilling available earth around trenches/pipelines, cables in layers not exceeding 20 cms in depth, compacting each deposited layer by ramming after watering with a lead upto 50 m, and lift upto 1.5 m. Including cost of all labour complete as per specifications PWD Common SR 2023-24,Volume 1, Page No:7, Item No:1.10
32.5
168
5460
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KML15 - 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.K P W Department Volume-3 2023-24, Page No: 17 Item No:3.7
80
110
8820
... More
KML16 - 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 K P W Department Volume-3 2023-24, Page No: 26 Item No:4.1.7
80
2686
214956
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KML17 - Prime Coat over WMM/WBM : Providing and applying primer coat with SS1 grade Bituminous Emulsion on prepared surface of granular Base including cleaning with mechanical Broom of road surface and spraying primer at the rate of 0.90 kg/m2 using mechanical means.K P W Department Volume-3 2023-24, Page No: 31 Item No:5.2
815
55
45354.75
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KML18 - Bituminous Macadam Grading - I for traffic 20 MSA: Providing and laying Bituminous Macadam with 4060 tph capacity hot mix plant 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 K P W Department Volume-3 2023-24, Page No: 32 Item No:5.6.C
43.1
7835
337692.81
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KML19 - 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 K P W Department Volume-3 2023-24, Page No: 31 Item No:5.3
862
12
10861.2
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KML20 - Semi Dense Bituminous Concrete : Providing and laying Semi Dense Bituminous Concrete with 40/60 TPH capacity hot mix plant batch type using crushed aggregates of specified grading premixed with bituminous binderVG-30 @ 5% by weight of mix and filler, transported to site, laid over a previously prepared surface with mechanical paver finisher to the required grade, level and alignment and rolled as per MoRTH V revision. K P W Department Volume-3 2023-24, Page No: 43 Item No:5.31
21.55
10659
229714.38
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KML21 - 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 K P W Department Volume-3 2023-24, Page No: 19 Item No:3.6
8.25
517
4270.6125
... More
KML22 - Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface : Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 g/m2 area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35:2015.The finished surface to be level, uniform and free from streaks and holes. K P W Department Volume-3 2023-24, Page No: 67 Item No:8.15
29.8
556
16583.7
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