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 Development Of Cc Drain And Laying Paver In 1,3,4th Crosses Of 4th Main In Vinobanagar(st) in Davangere, Karnataka, with an estimated contract value of Rs. 30,00,000. The bid opening date for this tender is 29-01-2025 and the last date for bid submission is 06-02-2025. 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
₹ 50,000Document Cost
Refer DocumentsTender Fee
₹ 750
Description
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Contact
Tender Id
DMA/2024-25/OW/WORK_INDENT35343Tender No
DMA/2024-25/OW/WORK_INDENT35343Tender Authority
Directorate Of Municipal Administration ViewPurchaser Address
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Documents
BOQ Items
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014 - 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. Vol-3 P NO 151 SL NO 4
1
6154
6154.05
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001 - dismantling of existing structures like culvert bridges retaining walls and other structures comprising of masonry cement concrete wood work, steel work, including T and T and scaffolding wherever necessary sorting and dismantled material, disposal of unserviceable material and stacking the serviciable material with all lifts and lead(BY MANUAL MEANS)(RCC Cement Concrete Grade M-15 & M-20)(I NO 2.7(I)i (B) VOL 3
29.12
767
22351.056
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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 Vol-1 (P No 8 I no 1.12
116.88
99
11658.78
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006 - 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 ofmachinery, curing, and all the other appurtenances required to complete the work as per technical specifications. Mix 1:4:8Using 40 mm nominal size graded crushed coarse aggregatesVol1(P NO-15 i no 2.1.2)
2.7
5947
16057.44
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013 - 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 75mm dia., 6 kg/sqcm & class3 Vol-5 I no 10.1.5 P No 113
50
231
11550
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008 - 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 2023-24 Vol I I.No. 2.11h P.No.18)
4.27
82961
354245.8185
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010 - 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. Vol1(P NO-7 SL.NO.1.8 )
54.39
497
27069.903
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011 - 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.Vol-3 P NO 26 SL NO 4.17
54.39
2686
146143.2105
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012 - Providing and laying 80mm thick factory made precast M -30 grade Cement Concrete Paver Block as per IRC SP 63:2018 & IS 15658 for Commercial Traffic Axle load repetitions upto 10MSA & for Residential Streets of approved shape and colour, laid in required pattern and including over 40mm 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 as per relevant technical specification))Vol-3 P NO 64 sl NO 6.8.2
362.6
1219
442027.53
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003 - Removal of Unserviceable Soil with Disposal upto a suitable distance as directed by the Engineer incharge of work Vol-3 I no 3.1 P No 17
116.88
89
10431.54
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009 - 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 appurtenances required to complete the work as per technical specifications (PWD SR 2023-24 Vol I I.No. 2.4.2 P.No.16)M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates
123.45
6639
819603.0675
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