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 Laying Pavers At 6th Cross Azad Nagar In Ward No.09 in Davangere, Karnataka, with an estimated contract value of Rs. 21,29,999. The bid opening date for this tender is 14-02-2025 and the last date for bid submission is 25-02-2025. 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.
Costs
EMD
₹ 35,000Document Cost
Refer DocumentsTender Fee
₹ 540
Description
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Contact
Tender Id
DMA/2024-25/OW/WORK_INDENT35281Tender No
DMA/2024-25/OW/WORK_INDENT35281Tender Authority
Directorate Of Municipal Administration ViewPurchaser Address
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Documents
BOQ Items
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005 - 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. VOLUME-3 ( P No 26, I No 4.17)
103.5
2686
278099.325
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014 - Supplying 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. for: M010E PVC pipes 75mm dia., 6 kg/sqcm & class 3: (vol.05) (SL.NO.10.1.5 PG NO-113)
20
231
4620
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001 - Dismantling of existing structures likeculverts, bridges, retaining walls and otherstructure comprising of masonry, cementconcrete, wood work, steel work, includingT&Pandscaffolding wherever necessary,sorting the dismantled material, disposalof unserviceable material and stacking theserviceable material with all lifts and lead.(ii) By Mechanical Means
a Cement Concrete Grade M-15 & M-20
above" (ROADS AND BRIDGES) (P No.10, I No.2.8(a)
41.4
754
31254.93
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016 - 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. (roads and bridges) (P No 79, I No 8.55)
1
6154
6154.05
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011 - shuttering for wall & covering slab
39
2323
90624.3
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007 - Dismantling of existing structures likeculverts, bridges, retaining walls and otherstructure comprising of masonry, cementconcrete, wood work, steel work, includingT&Pandscaffolding wherever necessary,sorting the dismantled material, disposalof unserviceable material and stacking theserviceable material with all lifts and lead.(ii) By Mechanical Means
a Cement Concrete Grade M-15 & M-20 above"(ROADS AND BRIDGES) (P No.10, I No.2.8(a)
3.27
754
2468.6865
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009 - 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(common sr)(P No.15. I No.2.1.2)
2.4
5947
14273.28
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015 - Supplying UNPLASTICISED PVC pipes conforming to IS 16098:2013 with latest amendments ended with integral sockets with ISI mark 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 and unloading at both destinations and cuts of pipes wherever necessary including jointing of UPVC pipes (with cost of elastomeric sealing rings) and specials (excluding cost of specials) with jointing of approved type, with all labour, lead & lifts, including encasing the pipes 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. for: 2.2 M020B Pipes of SN4, 110mm dia. (vol.05) (SL.NO.10.2.2 PG NO-114)
20
302
6048
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002 - 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 (common sr-2023) (P No 8 I NO 1.12)
207
99
20648.25
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012 - 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.h. All other type of structures (common sr)(P.No.18, I.NO 2.11)
1.494
82961
123944.5557
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004 - 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. (common sr-2023) (P No 7 I NO 1.8)
103.5
497
51511.95
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008 - Earth work excavation by manual means for drains, canals, waste weir, draft, approach channels, key trenches, foundation of Buildings & bridges and such simillar works in all kinds of soils, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter, excavated surface leveled and sides neatly dressed disposing off the excavated stuff or sorting & stacking the selected stuff for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools & other appurtenaces required to complete the work. (common sr-2022) (P No 05 I NO 1.4.1)
3.6
254
914.76
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006 - Providing and laying 60mm thick factory made precast M -30 grade Cement Concrete Paver Block as per IRC SP 63:2018 & IS 15658 for Cycle Tracks & Pedestrian Footpaths of approved shape and colour, laid in required pattern and including over 30mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineer-in- charge. (WMM/WBM Base to be paid separately if necessary as per relevant technical specification).(vol-03) ( p.no.51, I.NO.6.8.1)
690
1121
773766
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