Latest harbour Tenders | Government harbour Tenders

Central Government/Public Sector

CTN :42850153

13 Dec, 2025 4.48 Crore

Visakhapatnam - Andhra Pradesh

Tender For corrigendum : repairs and resurfacing of the existing c.c blocks pavement with b.t surface from fishing harbour junction to gcb rfid gate in port area

CTN :43029582

05 Feb, 2026 29.20 Crore

Kamorta - Andaman And Nicobar Islands

Tender For chartering of 50 passenger capacity vessel for operations in inland waters of nancowry harbour for a period of 05 years

Central Government/Public Sector

CTN :43055483

05 Jan, 2026 1.29 Crore

Visakhapatnam - Andhra Pradesh

Tender For maintenance of marine fixtures in inner harbour, outer harbour and fishing harbour for 2 years i.e. 2025,26 and 2026,27.

CTN :43075084

27 Dec, 2025 NA

Parganas - West Bengal

Tender For installation and repairing of cctv cameras for the entire diamond harbour police district under south 24 parganas district.

State Government

CTN :43076078

29 Dec, 2025 11.70 Lacs

Diamond Harbour - West Bengal

Tender For augmentation of capacity of ptr from 2 nos 10mva to (2nos 10 and 1 no 6.3) mva with allied works (civil and electrical) at diamond harbour 33/11kv substation under diamond harbour division

CTN :43058859

03 Jan, 2026 2.91 Crore

Diamond Harbour - West Bengal

Tender For strengthening and widening of road from patra sahapara more to sayeduddin house via ongc more under diamond harbour- ii block

CTN :42620789

11 Dec, 2025 NA

Dibrugarh - Assam

Tender For corrigendum : construction of equipment room at nrl rt - civil, structural & architectural, earth work in excavation (refer specification no. c-spc-103), earth work in excavation below ground level for all kinds of works in all types of soils except soft rock and hard rock as classified in specification for a depth upto 1.5m including removal of vegetation, shrubs and debris, cutting and dressing of sides in slopes, levelling, grading and ramming of bottoms, dewatering of accumulated water from any source and keeping the surface dry for subsequent works and disposal or stacking of excavated material within a lead of 100m, as directed including providing temporary supports to existing service lines like water pipes, sewage pipes, electric overhead and underground cables etc. all complete, but excluding shoring and strutting., for depth beyond 1.5m and upto & inclusive of 3.0m., earthwork in filling by excavating the earth from borrow areas arranged by contractor for all leads, transporting the earth from borrow area including cleaning & stripping the earth at borrow areas, breaking clods, loading, unloading and laying at all depths and heights in layers of thickness not exceeding 15 cms., watering, rolling and ramming by manual methods/mechanical compactors to achieve 90% of the maximum laboratory dry density, dressing, trimming, levelling the top surface etc. in foundations, plinths, trenches etc. all complete., backfilling after execution of the work to proper grade and level with selected materials from available excavated soil from spoil heaps, including re-excavating the deposited soil excavated earlier, breaking clods, laying at all depths and heights in layers of thickness not exceeding 15 cms. watering, rolling and ramming by manual methods/ mechanical compactors to achieve 90% laboratory maximum dry density, dressing, trimming etc. in foundations, plinths, trenches, pits etc. all complete., transporting and disposing the surplus earth and debris including shrubs and vegetations from construction area to areas anywhere outside the plant boundary including re-excavating the deposited soil excavated earlier, transportation, loading, unloading, laying at all depths and heights, stacking, levelling and dressing both the area (viz. from where the earth is transported and where it is deposited) to required levels and slopes complete with all lifts as directed. for carting on the basis of truck measurements (volume of truck reduced by 30% for voids) disposal area s outside plant boundary to be arranged by the contractor .royalty as applicable for disposal outside plant limits to be borne by the contractor., plain & reinforced cement concrete (refer specification no. c-spc-104), providing and laying plain cement concrete for all depths below and upto plinth level in foundations,drains, fillings, non-suspended floors, pavements & ramps or any other works etc. including shuttering, tamping, ramming, vibrating, curing etc. all as specified in any shape, position, thickness and finishing the top surface rough or smooth as specified and directed all complete for concrete of nominal mix 1:5:10 by mass (1 cement: 5 coarse sand: 10 crushed stone aggregates/gravels) with 40mm and down size graded crushed stone aggaregates/gravels.(all materials including cement supplied by contractor at their cost), providing and laying reinforced cement concrete of m-30 grade with 20mm and down size graded crushed stone aggregates/gravel in sub-structure of all types e.g. foundations, footings, raft, beams, slabs, pile caps, retaining walls, jambs, counterforts, buttresses, trenches, manholes,pipe encasement, catchpits, drains, rcc pits, equipment/machine foundations, pedestals, pipe sleepers, columns, plinth beams, suspended floors, beams, staircases, landings, steps, brackets etc. (including single pour concreting upto 250m3), including cost of admixtures if used,providing pockets, openings, recesses, chamfering etc., wherever req

Central Government/Public Sector

CTN :41247726

20 Dec, 2025 7.71 Crore

Visakhapatnam - Andhra Pradesh

Tender For corrigendum : hard surfacing the backup area of eq1a berth including laying drains and culverts for stacking of cargo in the inner harbour of visakhapatnam port

Central Government/Public Sector

CTN :43035920

23 Dec, 2025 50.37 Lacs

Chennai - Tamil Nadu

Tender For tender for supplying and fixing of tyre fenders and painting of existing bollards at chennai fishing harbour

CTN :43036406

18 Dec, 2025 10.00 Lacs

Ganganagar - Rajasthan

Tender For work of providing and fixing open gyms in various parks in the municipal council area (mla lad) - surfing boardproviding and fixing of surfing board of size not less than 1000mm (length) x 600mm (width) x 1400mm (height), to build up the muscle groups of the waist, enhance the body coordination and flexibility. the main structure frame shall be made from g.1. pipe minimum of 80nb "c" class welded with m.s. round base plate atleast 0250 mm & 10mm thick. the footrests shall be made from high quality fiber reinforced plastic material. high tensile steel with galvanized nut bolts shall be used for assembly. the powder coating shall be done with pure polyester powder of ackzonoble berger/ nerolac with minimum 60 to 70 micron thickness, complete in all respect including fixing the m.s. holdfast in cement concrete to hold the whole structure, under the directions of engineer-in charge to fullfil the functional requirement. 1. (the cement concrete and excavation work shall be including.), thai-chi spinner (2 wheel)providing and fixing of thi-chi spinner (2 wheel) of size not less thal 700mm (length) x 1000mm (width) x 1280mm (hight), to increase mobiltiy of shoulder elbow and hip-knee. the main structure frame shall be made from g.i pipe minimum of 80 bn "c" class welded with m.s. round base plate atleast 250mm & 10 mm thick. high tensile s.s. nut bolts shall be used for assembly. the powder casting shall be done with pure plyester powders from ackzonoble/berger/nerolac paint. with 60 to 70 micron thickness, complete in all respect including fixing the m.s. hodfast in cement concrete to hold the whole structure, under the direction of engineer-in-charge to fullfil the functional requirement. 1. (the cement concrete and excavation work shall be including), leg pressproviding and fixing of leg press of size not less than 1840mm (length) x 360mm (width) x 1560mm. (height) to build up the muscles of thigh and enhence the strength of waist. the mian structure frame shall be made from g.i. pipe minimum of 80nb "c" class welded with m.s. roaund base plate atlesat 250mm & 10mm thick. the sleeve frame minimum of 100 od and m.s. seamless pipe with thickness 5mm. this sleeve should be disassembled from main frame. the footrests shall be made from casted aluminum material, having sizes minimum of 130mm x 310mm x 5mm thick. closing caps shall be made up of high quality fiber rainforced plastic material. high tensile steel with galvainzed nuts and bolts shall be used for assembly. the powder casting shall be done with pure plyester powders of ackzonoble/berger/ nerolac with 60 to 70 mircon thickness, complete in all respet including fixing the m.s. holdfast in cement conrete to hold the whole strucute, under the directins of engineer-in-charge to fullfil the functional requirements. 1. (the cement concrete and excavation work shall be including.), double standing twisterproviding and fixing of double twister standing of size not less than 1500mm (length) x 600mm (width) x 1300mm. (height) to enhence flexibility of waist. the main structure frame shall be made from g.i. pipe minimum of 80nb "c" class welded with m.s. roaund base plate atlesat 250mm & 10mm thick. the handle frame is minimum of 25nb shall be made from "c" class g.i. pipe. the twister plate to be fitted on the bottom frame shall be made up of m.s. roaund plate of minimum size 300mm and 10mm thick. closing caps shall be made up of high quality fiber rainforced plastic material. high tensile steel with galvainzed nuts and bolts shall be used for assembly. the powder casting shall be done with pure plyester powders of ackzonoble/berger/ nerolac paint with 60 to 70 mircon thickness, complete in all respet including fixing the m.s. holdfast in cement conrete to hold the whole strucute, under the directins of engineer-in-charge to fullfil the functional requirements. 1. (the cement concrete and excavation work shall be including.), construction of foundation/inaugration pedst

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