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Bid Submission Date Range
Tender Value

corporations/Associations/Others

CTN :43027686 Due date: 17 Dec, 202517 Dec, 2025 NA
Tender For chp-i- strengthening of damaged base concrete of cable tray support structure in conveyor-14

corporations/Associations/Others

CTN :43027706 Due date: 17 Dec, 202517 Dec, 2025 NA
Tender For echp-i- rectification of damaged base concrete of cable tray support structure at conveyor-15

State Government

CTN :43061181 Due date: 01 Jan, 202601 Jan, 2026 6.36 Lacs
Tender For i)shade structure to be construct at bonhooghly library and free reading room ward no 09 scheme id apas/01/113/76/0004 ii)improvement of concrete road from 29/1 to 21/1 bireswer dhole lane ward 09 scheme idapas/01/113/77/0001

CTN :43036406 Due date: 18 Dec, 202518 Dec, 2025 10.00 Lacs
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

CTN :42620789 Due date: 11 Dec, 202511 Dec, 2025 NA
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

CTN :43015991 Due date: 16 Dec, 202516 Dec, 2025 NA
Tender For construction of concrete check dam structure at paudi rf near budhabhuin village of kalla section barkote range for the year 2025-26.

CTN :42989951 Due date: 05 Dec, 202505 Dec, 2025 1.35 Crore
Tender For estimate for remodeling/relining of pakkan sub minor rd 0-10000 off taking at rd 7000/l of bhagsar minor by concrete lining m15 and reconstruction of its aligned structure

CTN :42989952 Due date: 05 Dec, 202505 Dec, 2025 86.09 Lacs
Tender For estimate for remodeling/relining of pakkan sub minor rd 10000 - 18175 off taking at rd 7000/l of bhagsar minor by concrete lining m15 and reconstruction of its aligned structure

CTN :42454110 Due date: 08 Dec, 202508 Dec, 2025 48.36 Lacs
Tender For corrigendum : estimate for repair restoration of damaged concrete blocks stone pitching stone crates and pipe escape structure at canal aquaduct at rd 76020 mtr of kandi canal stage 2

CTN :42707927 Due date: 09 Dec, 202509 Dec, 2025 NA
Tender For corrigendum : supply of medium velocity water spray system c c - dn 6 inch is 1239 thk. heavy 5. 4 mm supply , dn 4 inch is 1239 thk. heavy 5. 4 mm supply , fabrication erection installation of pipes dn6 inchis 1239thk. heavy 5. 4mm , fabrication erection installation of pipes dn 4inch is1239thk. heavy 5. 4mm , remote operated valve rov size 6 inch , remote operated valve rov size 4 inch , gate valve size 6 inch rating 150 ends flanged , gate valve size 4 inch rating 150 ends flanged , yort type strainer size 6 inch rating 150 ends flanged , yort type strainer size 4 inch rating 150 ends flanged , spray nozzles mvws , quartzoid bulb detectors , design supply erection testing and commissioning of of mvws system at vapl metering and filter separator area , design supply erection testing and commissioning of of mvws system at vapl launcher area , design supply erection testing and commissioning of of mvws system at vkpl1 area , flanges swrf size 6 inch rating pn1. 6 swrf , flanges swrf size 4 inch rating pn1. 6 swrf , supply of 1. 5 d 90 degree bw elbow material as per pipe size 6 inch , supply of 1. 5 d 90 degree bw elbow material as per pipe size 4 inch , supply of bw equal tees material as per pipe size 6 inch , supply of bw equal tees material as per pipe size 4 inch , excavation upto 1. 50m , excavation beyond 1. 50m , carriageordisposal of materials by mechanical transport , back filling available excavated earth excluding rock , demolishing r. c. c. work floor pavement or foundations or pedestal or slab etc. , demolishing stone rubble masonry or brick masonry or plain cement concrete work , providing and laying in position cement concrete of specified grade , providing and laying in position specified grade of reinforced cement concrete , centering and shuttering including strutting propping , steel reinforcement for r. c. c. work , brick work with common burnt clay f. p. s. , plaster , supply fabrication and erection of steel structure
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