New Mangalore Port Trust Tender
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The NMPT has issued a formal invitation for competitive bids for the New Mangalore Port Trust project, for Carry Out Balance Work Of Upper Terrace Floor For Modifications To The Kk Gate Entrance And Exit Gates in Dakshina Kannada, Karnataka, with an estimated contract value of Rs. 2,00,16,766. The bid opening date for this tender is 27-05-2025 and the last date for bid submission is 07-06-2025. Interested bidders for New Mangalore Port Trust tender can download the important documents here to check the scope of work, eligibility criteria and technical requirements.
New Mangalore Port Trust - NMPT Tender
Civil And Construction
Civil Works Others
Eprocure
Opening Date27 May 2025
Closing DateCancelled
Tender Amount₹ 2,00,16,766
Costs
EMD
₹ 4,72,400Document Cost
₹ 1,680Tender Fee
Refer Documents
Description
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Contact
Tender Id
2025_NMPT_861799_1Tender No
CIVIL/CE(C)/EE(C)/22/2025-26Tender Authority
New Mangalore Port Trust ViewPurchaser Address
-Website
http://http://newmangaloreport.gov.in
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Documents
CARRY OUT BALANCE WORK OF UPPER TERRACE FLOOR FOR MODIFICATIONS TO THE KK GATE ENTRANCE and EXIT GATES
CARRY OUT BALANCE WORK OF UPPER TERRACE FLOOR FOR MODIFICATIONS TO THE KK GATE ENTRANCE AND EXIT GATES
CARRY OUT BALANCE WORK OF UPPER TERRACE FLOOR FOR MODIFICATIONS TO THE KK GATE ENTRANCE and EXIT GATES
BOQ Items
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Providing and laying in Reinforced cement concrete for all Basement & surface level works, return walls, retaining walls, sunken floors etc. 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, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications including providing & removing formwork, centering & scaffolding. (The cost of steel reinforcement to be paid separately) M 35 Design Mix Using 20 mm nominal size graded crushed coarse aggregates.
110
6100
-
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Providing Thermo-Mechanically Treated bars of grade Fe-550 Steel reinforcement for R.C.C. work including straightening cutting, bending, placing in position, binding and anchoring to adjacent members whereever necessary complete as per Design including cost of material, labour, usage charges complete as per specifications. (The laps and wastages shall not be measured separately)
13200
85
-
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Providing Size Stone masonry with hard stone in foundation & plinth with Cement mortar 1:6 (1cement: 6 coarse sand)
20
3500
-
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Providing and laying in position Reinforced cement concrete for all Foundation works. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS odes machine mixed with super plasticizers laid in finished layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications including providing & removing formwork, centering & scaffolding. (The cost of steel reinforcement to be paid separately) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates.
90
6231
-
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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.
425
2500
-
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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.
816
2550
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Construction of dry lean cement concrete Sub - base over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600-1, cement content not to be less than 150 kg/ m3, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, compacting with 8-10 t vibratory roller, finishing and curing.
471
4130
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Construction of M40 grade un-reinforced, plain cement concrete pavement over a prepared sub base with Cement at 420 kg/m3, coarse and fine aggregate conforming to IS 383:2016, maximum size of coarse aggregate not exceeding 25 mm, mixed in a batching and mixing plant as per approved mix design transported to site, manual spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, dowel bar, tie rod, admixtures as approved, curing compound, finishing to lines and grades as per drawing.
1800
6800
-
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