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
₹ 37,475Document Cost
Refer DocumentsTender Fee
₹ 500
Summary
Constrction Cc Drain From Rama House To Kendagannaswamy Land End At Ward No 11 Asphalt Work From Gurubhavana To Bidugalu Road At Ward No 1 Construction Cc Road From Bhairanayaka House To Jyothi House At Ward No 09 From Bhaskar House To Hoovina Bhairanayaka House At Ward No 9 Construction Of Cc Drain From Mangala House To Janardhana House To At Ward No 12 Asphalt Work From Govinda Hose To Mangalamma House At Ward No 7 Kullaiah House To Ambedkar Bhavana At Ward No 4 Asphalt Work And Drain Work Fr
Description
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Contact
Tender Id
DMA/2024-25/OW/WORK_INDENT19943/CALL-2Tender No
DMA/2024-25/OW/WORK_INDENT19943/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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code4 - Providing and laying in position Reinforced cement concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. 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 necesary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paid separately). M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates. CSR 2023-24 Sl. No.2.3.1, Page No.16 Volume1.
21.195
6512
138036.46455
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code5 - Supplying, Fitting and Placing TMT Fe 500 & above Reinforcement in Foundation / Substructure / Superstructure complete as per Drawing and Technical Specifications. CSR 2023-24 Sl. No.9.3, Page No.71Volume3.
0.771
92140
71040.48741
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code6 - Appendix I Additionalities for Formwork, Centering & Scaffolding. Following additional percentage to be added to the finished rates of concrete of Buildings, Irrigation works, Water supply works, Roads & Bridges depending upon the type of structure. These percentages are worked out based on empirical mathematical approaches & exhaustive studies on the common standard sizes of the type of the structure of Buildings, Irrigation works, Bridges, Water works etc. The use rate of shuttering material is considered at 40 repetitions and type of material to be used is steel centering. Addendum-1 Vol.1 Common SR -Page :115 - 116
21.195
2279
48312.7308
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code7 - 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.CSR 2023-24 Sl. No.1.10, Page No.07Volume1.
75.1499
164
12384.70352
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code8 - Construction of granular sub-base by providing close graded material spreading in uniform layers with motor grader on prepared surface mixing by mix in place method with front end loader at OMC and compacting with vibratory roller to achieve the desired density, complete as per clause 401(By mix in Place Method) For Grading II Material.PageNo. 19 Item No .4.2 B (ii) Volume III
13.5
2504
33816.96
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code9 - Plain Cement Pavement Quality M30 grade Concrete (RMC) with OPC & GGBS laid without Paver
Construction of un-reinforced plain cement concrete pavement using RMC M-30 grade with OPC @ 270 kg/m3 and GGBS@ 90 kg/m3 (75:25 proportion) as per approved mix design procedure and thickness as per design, over a prepared sub base. The superplastisiser confirming to IS 9103-1999 Reaffirmed-2008 Coarse aggregates and Fine aggregate confirming to IS:383-2016, transported to site, laid in approved fixed side form work (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the form work). Spreading the concrete with shovels, rackers and compacted using needle, suitable plate vibrator and finished in a continuous operation including provision of separation membrane and Hessian cloth
finishing to lines and grades complete including cost of all materials, labour, all lead & lift, loading charges as per specification & direction of Engineer - incharge of the work. (Groove cutting shall be paid seperately) CSR 2023-24 I NO 6.6 V-3 P -51
13.5
6977
94192.47
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code10 - 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. CSR 2023-24 I No.3.5, 305.4.3,PN -17 Volume -3
645
6
3986.1
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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 construction is more than 1.50 m add 5% per m3 for every 1.50 m height or part there off, Deduct 5% per m3 if rollers are not used and tamping is done manually, Add 8% per m3 for works under foul & sullage situation.CSR 2023-24 I No.1.8, PNO-7 V-1
89.625
488
43756.7175
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code12 - Compacting Original Ground. 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. CSR 2023-24 I NO.3.7, 305.3.4 P-17 V-3
94
108
10166.1
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code13 - Granular Sub-Base. Construction of Granular Sub-Base of required grading as per design mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 4.1, 401, A, (ii) For Grading -II Material.CSR 2023-24 INo.4.1, 401 PNO-23 V-3
13.125
2636
34608
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code14 - 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.CSR 2023-24 I 4.17,406 PNO-26 Volume-3
89.625
2635
236230.88625
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code15 - 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 means. CSR 2023-24 I No.5.1, 502, A P NO-3 V -3 P-3
597.5
42
25232.425
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code16 - Bituminous Macadam Grading - I for traffic lessthan 20 MSA Providing and laying Bituminous Macadam with 120 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. CSR 2023-24 I.No.5.6, 504, (i), A PNo-31 V-3 .
29.875
7762
231892.14
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code17 - 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. CSR 2023-24 Si No.5.3, 503, (i), P-31 V-3
597.5
12
7385.1
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code18 - 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 binder VG-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. CSR2023-24 I.No.1, 21-A, IRC-37: 2018, .V-3 P-43 5.31 IRC 37:2018
14.9375
10456
156194.865
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