Directorate Of Municipal Administration Tender
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The DMA has issued a formal invitation for competitive bids for the Directorate Of Municipal Administration project, for In Hiriyur Cmc Limit Ward 9 Kalparuksha Lodge Adjecent Road Development Work In Hiriyur Cmc Limit Ward 29 K M Kottige Eswarappa House And Shivamurthy House Front To Gangamma House And Surappa House To Adjecent Lokesh House Thipaeswamy House Adjecent Drain Work in Chitradurga, Karnataka, with an estimated contract value of Rs. 21,10,000. The bid opening date for this tender is 11-02-2025 and the last date for bid submission is 20-02-2025. Interested bidders for Directorate Of Municipal Administration tender can download the important documents here to check the scope of work, eligibility criteria and technical requirements.
Directorate Of Municipal Administration - DMA Tender
Civil And Construction
Road Construction
Opening Date11 Feb 2025
Closing Date20 Feb 2025
Tender Amount₹ 21,10,000.03
Costs
EMD
₹ 25,000Document Cost
Refer DocumentsTender Fee
₹ 530
Description
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Contact
Tender Id
DMA/2024-25/RD/WORK_INDENT36041Bid Award Id
ViewTender No
DMA/2024-25/RD/WORK_INDENT36041Tender Authority
Directorate Of Municipal Administration ViewPurchaser Address
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Documents
BOQ Items
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code10 - 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..PWD SR 2023-24, Vol-III, P.NoP.No. 43, I.No. 5.31
19.2
10456
200765.952
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code19 - 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. PWD SR 2023-24, Vol-I, Chapter-1, P.No. 7, I.No. 1.11
22.6
446
10079.6
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code18 - 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 specification . All other type of structures PWD SR 2021-22, Vol-I, Chapter-9, P.No. 18, I.No. 2.11.h
2.78
81381
226240.014
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code12 - 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 PWD SR 2023-24, Vol-I, Chapter-1, P.No. 8, I.No. 1.14.1
64.8
105
6810.48
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code15 - Providing and laying in position 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 necessary, 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 ppurtenances required to complete the work as per technical specifications M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates PWDSR 2023-24, Vol-I,Chapter-1,(P.No. 16, I.No.2.11.H)
1.15
8206
9436.9
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code16 - Providing and laying in position 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 necessary, 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 ppurtenances required to complete the work as per technical specifications M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates PWDSR 2023-24, Vol-I,Chapter-1,(P.No. 16, I.No.2.11.H)
3.16
10551
33341.16
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code01 - Earth work in surface excavation by mechanical means for lowering & leveling the ground for all works other than foundation in all kinds of soils & upto depth not exceeding 300mm as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter 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 appurtenances required to complete the work. In all kinds of soils upto 300 mm depth PWD SR 2023-24, Vol-I,, P.No. 8 I.No. 1.12
78.98
97
7728.193
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code04 - 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 PWD SR 2023-24, Vol-III, P.No. 17, I.No. 3.6
114.1
507
57938.839
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code14 - Providing and laying in position 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 necessary, 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 ppurtenances required to complete the work as per technical specifications M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates PWDSR 2023-24, Vol-I,Chapter-1,(P.No. 16, I.No.2.11.H)
16.31
6708
109407.48
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code13 - 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 thework as per technical specifications Mix 1:4:8 Using 40 mm nominal size graded crushed coarse aggregates PWD SR 2023-24, Vol-I, Chapter-1, (P.No. 15, I.No.2.1.2)
15.49
5834
90368.66
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code08 - 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 41.00.PWD SR 2023-24, Vol-III, P.NoP.No. 31, I.No. 5.3.(i)
1068
12
13200.48
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code09 - 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 @ 3.3% 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.PWD SR 2023-24, Vol-III, P.NoP.No. 32, I.No. 5.6 c Dense Graded Bituminous macadam Grading - ii for traffic les than20 MSA
38.4
7685
295137.024
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code20 - 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 PVC pipes 90mm dia., 6 kg/sqcm 2023-24, Vol-5,BWSSB , P.No. 113, I.No. 10.1.6
40
302
12112
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code03 - Removal of Unserviceable Soil with Disposal upto a suitable distance as directed by the Engineer incharge of work PWD SR 2023-24, Vol-III, Chapter-3, P.No. 17, I.No. 3.1
141.9
87
12423.345
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code06 - 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 densityPWD SR 2023-24, Vol-III, P.No. 26, I.No. 4.17
44.9
2635
118346.073
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code05 - 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 401 For Grading -V Material PWD SR 2023-24, Vol-III, P.No. 23, I.No. 4.1v
73.71
2561
188816.2731
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code07 - 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. 41.00.PWD SR 2023-24, Vol-III, P.No. 31, I.No. 5.1.A (i)
468
42
19763.64
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