Latest Drilling Tenders 2026

241 |Bid Value:₹ Refer Docs |EMD:₹ 11.20 Lakh |21-09-2026 2 Days Left|T247 ID-104065365

coal exploration services - drilling; core drilling; as per gem bid; as per gem bid; no

Korba, Chhattisgarh, India

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242 |Bid Value:₹ Refer Docs |EMD:₹ 1.00 Lakh |28-09-2026 9 Days Left|T247 ID-104149104

distribution of bills and collection of property tax payments in all wards under the nagar panchayat khiri

Lakhimpur Khiri, Uttar Pradesh, India

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243 |Bid Value:₹ Refer Docs |EMD:₹ Refer Docs |21-09-2026 2 Days Left|T247 ID-104168514

custom bid for services - works contract for various machine operations, drilling of packet assembly, hydro testing and tubing of stator frames and airnitrogen blanketing and varnishing of radiators, embossing of panels for radiators covering standa..

Bhopal, Madhya Pradesh, India

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244 |Bid Value:₹ Refer Docs |EMD:₹ 51.00 K |26-09-2026 7 Days Left|T247 ID-104295265

oil and gas drilling service - onshore; civil work; yes

Haridwar, Uttarakhand, India

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245 |Bid Value:₹ Refer Docs |EMD:₹ Refer Docs |22-09-2026 3 Days Left|T247 ID-104332447

slope protection works 1). scaling of loose rock mass up to 200 mm thick and disposal at 3 km from the site as directed, including all material, labour, machinery. 2). design, supply and fixing rock fall protection / stabilization system comprising of eta certified hts cable nets / hts wire of cable diameter of minimum 6 mm twisted or straight with tensile strength of net minimum 220 kn/m, fixed by sufficient anchoring in rock as per design with arrangement of providing and fixing of boundary and intermediate support ropes 12 mm diameter of high tensile steel wire rope grade 1770 n/sq. mm with coating for corrosion resistance, 95% zn + 5% al (+/- 1%) as per en-10244-2-2009); secondary mesh having minimum tensile strength of 30 kn/m, with minimum mesh width not more than 90 mm including top & bottom support rope, lacing wire and rope required to connect the nets and all other accessories such as clamps, buckles, plates, thimbles including safety and all other ancillary works, material, machinery, labour. drilling of 75 mm to 100 mm dia. holes and providing, fixing 32 mm diameter of fe 500 surface steel nails/anchors of 8 m length and grouting the holes by cement grout with necessary admixtures at grid pattern of 2.00 m 2.00 m c/c including all material, machinery, labour, etc. complete; or equivalent or higher system along with detailed drawings & specifications. equivalent or higher system will be evaluated by iit. 3). design, supply and installation of high tensile steel wire mesh/drape system comprising of of eta certified hts cable net having minimum tensile strength of 100 kn/m of primary net with tensile strength of wire 1770 n/sq. mm with coating for corrosion resistance, 95% zn + 5% al (+/-1%) (min 250 gsm) as per en-10244-2-2009) with mesh width not more than 290 mm. secondary mesh having minimum tensile strength of 30 kn/m, with minimum mesh width not more than 90 mm and fixing minimum 10 mm diameter wire rope anchor having yield strength of 500 n/mm or equivalent of 3 m length and grouting holes by cement grout with necessary admixtures at top and bottom at pattern of 3.5 m to 4.0 m c/c including top and bottom support rope and all other accessories, material, machinery, labour, etc. complete; or equivalent or higher system along with detailed drawings & specifications. equivalent or higher system will be evaluated by iit. 4). supply and installation of 3d erosion control mat of pp/pet having minimum mass per unit area 400 gm / sqm along with a steel wire mesh having 95% zn + 5% al coating for slope protection. the composite shall have a minimum longitudinal tensile strength of 150 kn/m. lncluding all necessary accessories required for erosion control mats in place as per technical specifications attached and as directed by engineer in charge. 5). providing and application of hydraulically applied erosion control products by means of hydroseeding/ hydro mulching on the hill side and valley side slope surface for erosion control by means of vegetation including safety, all other ancillary works, material, machinery labour, etc; with all leads and lifts and as per detailed technical specifications and as directed by elc. 6). supply and installation of multi strand prestressed cable anchors with initial prestress load of minimum 1094 kn (with 6 nos. of 15.2 mm dia strands with breaking load per mono strand of minimum 260.7 kn) and drill hole dia of 150 mm with full length grouting in two phases, protective sheath for exposed part above the anchor head, centralizers, including all ancillary items for anchoring, grouting and stressing on the slope surface along with casing (if required) for drilling in collapsible strata as per detailed technical specifications and as directed by engineer-in-charge. 7). providing subsurface drain hole (horizontal / inclined) in the slope with perforated pvc pipe (lined with non woven geotextile) of 50 mm internal diameter by drilling and inserting the perforated pvc pipe as per the drawings etc. complete. 8). design, supply, pretensioning and installation of 2000 kilojoule rock fall barrier in horizontal plane for protection against vertical fall on carriageway. energy class: 2000 kj, wire diameter min.: 3 mm, ring diameter max.: 350 mm, rope diameter min.: 16 mm, barrier height min.: 5m, tensile strength: 1770 n/mm, etag 027 certification required, or equivalent/higher system along with detailed drawings and specifications. the equivalent or higher system will be evaluated by iit. 9). design, supply, pretensioning and installation of 2000 kilojoule rock fall barrier in horizontal plane for protection against vertical fall on carriageway. energy class: 2000 kj, wire diameter min.: 3 mm, ring diameter max.: 350 mm, rope diameter min.: 16 mm, barrier height min.: 6m, tensile strength: 1770 n/mm, etag 027 certification required, or equivalent/higher system along with detailed drawings and specifications. the equivalent or higher system will be evaluated by iit. 10). providing and fixing continuously threaded bars of diameter 32 mm, yield load more than 400 kn, hexagonal nut, washer plate 200 200 10 mm size, coupler for connecting bars and full length grouting with admixtures including all ancillary works for top / bottom / cortical anchoring including all ancillary material, machinery, labour, etc. complete as directed by engineer-in-charge. 11). supply and installation of self drilling anchors of 38 mm diameter, yield load minimum 400 kn, nut, washer plate, coupler for connecting bars, drill bit and full-length grouting with admixture including all ancillary items for foundation anchoring etc. complete as per technical specifications and as directed by engineer-in-charge. 12). providing and fixing continuous threaded bars of 25 mm diameter, yield load more than 245 kn, hexagonal nut, washer plate 200 200 10 mm size, coupler for connecting bars, and full length grouted with admixture including all ancillary work for top/bottom/cortical anchoring including all ancillary material, machinery, labour etc. complete and as directed by engineer-in-charge. 13). providing, supplying and pouring of grout (1:1.5 cement mortar) including all cost of material, labour, t&p etc. complete in articulating block fabric form as mentioned in cl. no. 4 (above) using grout mix. the mix shall exhibit a minimum compressive strength of 20 n/sq.mm at 28 days when made and tested in accordance with is:516. the sand/cement ratio shall be determined by mix designs or as per the direction of engineer-in-charge etc. complete including all cost of labour , material and t&p etc. 14). supplying and laying of articulating blocks concreting lining fabric form / geotextile mattress upto 150 mm thick grouted with cement mortar type 1 with neck narrow breakables (as per technical specification enclosed from the indian manufacturer). the articulating block fabric form with narrow breakable necks connected from one block to another with 6mm galvanized steel cables, running vertically or horizontally or both, shall be procurred directly . proof of manufacturing facilities with photos and copies of relevant industrial permissions/license to be submitted along with bills . tender as documentary evidence including all cost of material labour and t&p etc required for proper completion of work as per direction of engineer-in-charge. 15). supplying and laying of articulating blocks concreting lining fabric form / geotextile mattress upto 200 mm thick grouted with cement mortar type 1 with neck narrow breakables (as per technical specification enclosed from the indian manufacturer). the articulating block fabric form with narrow breakable necks connected from one block to another with 6mm galvanized steel cables, running vertically or horizontally or both, shall be procurred directly . proof of manufacturing facilities with photos and copies of relevant industrial permissions/license to be submitted along with bills . tender as documentary evidence including all cost of material labour and t&p etc required for proper completion of work as per direction of engineer-in-charge. 16). supplying and laying of articulating blocks concreting lining fabric form / geotextile mattress upto 250 mm thick grouted with cement mortar type 1 with neck narrow breakables (as per technical specification enclosed from the indian manufacturer). the articulating block fabric form with narrow breakable necks connected from one block to another with 6mm galvanized steel cables, running vertically or horizontally or both, shall be procurred directly . proof of manufacturing facilities with photos and copies of relevant industrial permissions/license to be submitted along with bills . tender as documentary evidence including all cost of material labour and t&p etc required for proper completion of work as per direction of engineer-in-charge. 17). supply and laying of fabric formed concrete (ffc) mattress of uniform section with minimum thickness of 75 mm with unilateral galvanized steel reinforcements excluding supply and pouring of fine aggregate concreteetc.complete. 18). supply and installation of end bearing anchors(type-anchor-2 mt capacity) and of minimum length 3m, made out of high tensile cables as per approved drawings or as per direction of engineer-in-charge @ c/c spacing 0.50 m etc. complete including all cost of labour, materialandt&petc. 19). providing and fixing of eta-category a- dynamic rockfall barrier, composed of a system comprising of steel meshes and cables coated in znal 5% class-a(en 102442, en 102642), minimum 5000kj capacity, 6m height, consisting of posts, anchor bolts, plate for fixing anchor bolts, base anchors, cable anchors, cables/support ropes, clamps, retention panels, energy dissipaters etc. complete with post to post distance of 10m and energy absorption by deformation, etc. completion of workasawhole. the equivalent or higher system will be evaluated by iit. 20). providing and fixing of eta-category a- dynamic rockfall barrier, composed of a system comprising of steel meshes and cables coated in znal 5% class-a(en 102442, en 102642), minimum 5000kj capacity, 7m height, consisting of posts, anchor bolts, plate for fixing anchor bolts, base anchors, cable anchors, cables/support ropes, clamps, retention panels, energy dissipaters etc. complete with post to post distance of 10m and energy absorption by deformation, etc. completion of workasawhole. the equivalent or higher system will be evaluated by iit. 21). providing and fixing of eta-category a- dynamic rockfall barrier, composed of a system comprising of steel meshes and cables coated in znal 5% class-a(en 102442, en 102642), minimum 8000kj capacity, 7m height, consisting of posts, anchor bolts, plate for fixing anchor bolts, base anchors, cable anchors, cables/support ropes, clamps, retention panels, energy dissipaters etc. complete with post to post distance of 10m and energy absorption by deformation, etc. completion of work as a whole. the equivalent or higher system will be evaluated by iit. 22). design, supply and installation of debris flow barrier with double mesh i.e high tensile wire mesh or high tensile roll cable net with posts having impact absorption energy of the system must be minimum of 100 kn/sqm in dynamic loading conditions and as per drawings, technical specifications and the direction of engineer-in-charge. material used for manufacturing the debris flow barrier should be equivalent to the material used in eta/etag certified mesh of high tensile steel not less than 1770n/mm2. (equivalent or higher system will be technically evaluated by iit) 23). design, supply and installation of debris flow barrier with double mesh i.e high tensile wire mesh or high tensile roll cable net with posts having impact absorption energy of the system must be minimum of 150 kn/sqm in dynamic loading conditions and as per drawings, technical specifications and the direction of engineer-in-charge. material used for manufacturing the debris flow barrier should be equivalent to the material used in eta/etag certified mesh of high tensile steel not less than 1770n/mm2. (equivalent or higher system will be technically evaluated by iit) 24). supplying, providing and laying of geosynthetic cementitious composite mat comprising a special blend of minerals encapsulated between a woven (100 grams/sqm) and two non-woven needle punched geotextiles (200 grams/sqm) having min mass per unit area 7600grams/sqm (+/-20%) before curing and 9100 grams/sqm (+/-20%)after curing as per en 14196, having nominal thickness of 9mm (+/-15%) as per en iso 9863, tensile strength of 22 kn/m (+/-15%) in machine direction & 25 kn/m (+/-15%) in cross machine direction as per en iso 10319 including safety, all other ancillary works, material, machinery, labour, etc. complete at easily accessible location including top and bottom, with all leads and lifts and as directed by engineer - in charge. (equivalent or higher system will be technically evaluated by iit) 25). supplying, laying and fixing in position of 10 mm thick geosynthetic cementatious composite mat, specified as per astm: d 8364 gccm type - iii specification. flexural strength (28 day) should be >4mpa and 28 days compressive strength as per astm d8329 should not be less 60 mpa. (equivalent or higher system will be technically evaluated by iit) 26). providing and installation of alert/warning system which include a compact and robust device for detecting rockfall events (deformations, impacts, failures, etc.) on single or multiple portions of protection systems and from different directions for the alert in rockfall measures, and suitable to be installed in severe environmental conditions (-40c to +60c) and works on batteries, applicable only for critical locations, along with fixing arrangement, data transmission and management system, all other ancillary works, material, machinery, labour, etc., with all leads and lifts and as directed by engineer-in-charge.

Thane, Maharashtra, India

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246 |Bid Value:₹ Refer Docs |EMD:₹ Refer Docs |28-09-2026 9 Days Left|T247 ID-104455082

framework agreement for machining and drilling of air cooler tube plates - framework agreement for machining and drilling of air cooler tube plates (includes drilling, reaming, tapping and machining etc operations)

Ramachandrapuram, Andhra Pradesh, India

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247 |Bid Value:₹ Refer Docs |EMD:₹ Refer Docs |28-09-2026 9 Days Left|T247 ID-104456204

framework agreement for machining and drilling of air cooler tube plates (includes drilling, reaming, tapping and machining etc operations)

Hyderabad, Telangana, India

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248 |Bid Value:₹ 10.13 Cr. |EMD:₹ 5.00 Lakh |28-09-2026 9 Days Left|T247 ID-104446042

technical support operations for machining works

Ramachandrapuram, Andhra Pradesh, India

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249 |Bid Value:₹ 2.41 Cr. |EMD:₹ 4.83 Lakh |30-09-2026 11 Days Left|T247 ID-104109067

drilling and machining of vande bharat (version -2) wheel discs.

Lucknow, Uttar Pradesh, India

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250 |Bid Value:₹ 1.97 Cr. |EMD:₹ 2.46 Lakh |22-09-2026 3 Days Left|T247 ID-103902612

custom bid for services - roof support work in underground

Chhindwara, Madhya Pradesh, India

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251 |Bid Value:₹ 1.93 Cr. |EMD:₹ 3.86 Lakh |28-09-2026 9 Days Left|T247 ID-103894940

corrigendum : t-349 - 2,500 m drilling along inland tract, south west of kushbhadra river and north east of konark, puri district, odisha by sonic drilling method in the boreholes up to the depth of 35.00m and collecting entire drilled material at every one metre depth without any loss and contamination.

Puri, Orissa, India

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252 |Bid Value:₹ 1.90 Cr. |EMD:₹ Refer Docs |21-09-2026 2 Days Left|T247 ID-104245553

annual rate contract for drilling and installation of various drinking water works such as head pump, tube well, panghat (except solar panghat) in panchayat samiti, sarada and subordinate gram panchayats.

Udaipur, Rajasthan, India

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253 |Bid Value:₹ 1.68 Cr. |EMD:₹ 3.35 Lakh |22-09-2026 3 Days Left|T247 ID-103504257

corrigendum : t-347 - 7,000m core drilling in pandikimal, area in jharsuguda district, odisha with borehole depth varying from 100m to 250m.

Jharsuguda, Orissa, India

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254 |Bid Value:₹ 1.44 Cr. |EMD:₹ 2.88 Lakh |07-10-2026 18 Days Left|T247 ID-104410695

minesminerals drilling - surface drilling; non-energy minerals; rotary core drilling

North 24 Pargana, West Bengal, India

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255 |Bid Value:₹ 1.24 Cr. |EMD:₹ 2.48 Lakh |06-10-2026 17 Days Left|T247 ID-104366369

restoration of unit-ist including procurement of material/consumables required - "installation of bulk head on penstock line opening or miv locking for complete arresting water leakages. bulk head to be provided by j&k, pdcl.", "opening of all oil, water and air and grease, pipe lines of turbine and generator.", "installation of erection devices for dismantling / removing of draft tube cone (upper and lower), & runner assembly.", "dismantling of adjusting rings of draft tube, cone.", "dismantling of draft tube upper and the lower, cone.", "installation of bulk head on draft tube opening., bulk head, to be provided by j&k pdcl.", "opening of the supporting plates of regulating rings after disengaging from the connecting rods, of guide vane servomotors.", "dismantling of the existing shaft sleeve, assembly.", "dismantling of guide vane levers, guide vane, links etc.", "dismantling of all the turbine guide bearing, pads and storing them safely.", "decoupling of turbine shaft and the generator, shaft assembly.", "dismantling of all the guide vanes and guide, vane servomotors, etc.", dismantling of all the guide vane bushes from the top cover bush housings. however before their dismantling, diameters of all the pivot bushes shall be measured and recorded., dismantling of the turbine top cover assembly including the lower fixed labyrinth ring., dismantling of the turbine shaft assembly., "dismantling of the existing damaged shaft sleeve, assembly.", dismantling of all the guide vane bushes from the pivot ring assembly. however before their dismantling, diameters of all the pivot bushes shall be measured and recorded., "inspection of all the dismantled studs, dowels, bolts/ nuts, pins to identify their replacement by, new ones.", dismantling of pivot ring assembly., post dismantling activities, "balancing of rotor assembly conducting the impedance measurement of all the rotor pole coils followed by their polarity testing., completing the jointing of all the assembled/ tested rotor poles involving soldering, breezing and proper insulation. measurement of the insulation resistance of the rotor pole winding to check its final healthiness. balancing of rotor assembly including providing of weight", "balancing of rotor assembly including providing, of weight", "thorough cleaning of the complete generator stator core all along its periphery both inside as well as from its outside surface using a suitable, cleaning agent viz mto.", "thorough cleaning of all oil coolers along with, water tubes and pressure testing of the same with assembly.", "thorough cleaning of all turbine guide bearing, oil coolers and pressure testing of the same and assembly.", "thorough cleaning of the complete generator stator winding overhang portions all along its periphery on both its connection-end side as well as from its non-connection end side using a, suitable cleaning agent viz mto.", "blue-matching of rebabitated pads for checking quality of, rebabitating with a surface plate.", "blue-matching of thrust collat bottom surface with the top insulation surface for thrust runner, disc at service bay.", "blue-matching of rebabitated pads with the, coresponding journal surface on the thrust collar assembly.", blue-matching of rebabitated pads with the coresponding journal surface on the lower bearing journal on the generator shaft assembly., polishing of all the turbine guide bearing pads and blue-matching them with the coresponding journal surface on the turbine bearing journal on the turbine shaft assembly., "conducting the dry-out of the generator stator, winding assembly.", measurement of the insulation resistance of the rotor pole winding to check its final healthiness, "conducting the dry-out of the generator rotor, assembly.", boxup activities, assemblies of the top cover assembly in position with replacement of all its old fasteners by new ones which are to be procured., "replacement of 8mm rubber cord by a new, one.", "trial assembly of runner with pivot ring and, measurement of bottom labyrinths clearances.", trial assembly of runner with turbine top cover and measurement of top labyrinth clearances., re-assembly of pivot ring assembly in position., "re-assembly of all guide vanes in the pivot ring, assembly.", "lowering of turbine shaft assembly in the turbine, pit using the erection device.", "re-assembly of all the guide vane bush housings in the top cover and replacement of its damaged fasteners by new ones which are to be, procured", "assembly of regulating ring along with, connecting rods of the guide vane servomotors in the unit.", "lowering of lower bracket assembly along with brake jack assembly in position with all its, fasteners duly tightened.", "lowering of generator rotor assembly in the generator pit, supporting on the jacking pads.", "lowering of upper bracket assembly in position with all its, fasteners duly tightened.", "re-assembly of thrust collar assembly on the generator shaft by shrunk fitting method., checking the vertical movement of thrust collar, assembly.", "reassembly of thrust runner disc assembly, thrust pads, h.s., lubrication system, etc.", "checking of rotational level of generator shaft and correcting, the same", coupling of generator and turbine shaft flanges., "re-assembly of the francis runner assembly and its coupling with turbine shaft using new, coupling bolts & nuts.", "assembly of all associated turbine components viz guide vane servomotors, guide vane lever, & link mechanism.", "carrying out the combined rotational checks of the turbine & generator shafts and correcting the alignment, leveling & equal ioad sharing of, the thrust pads.", "centering of the shaft and setting of bearing clearances in, ugb, lgb & tgb in a concentric manner.", "checking and connecting of all oil pipe lines &, charging of governor.", "bedding & setting of all guide vanes with respect to steel liner, of top cover and lower ring to achieve proper, clearances.", "boxing up all bearings including their oil & water, pipe lines.", "complete assembly of draft tube upper cone, including full tightening of all bolts.", "complete assembly of lower cone with full, tightening of bolts.", "complete assembly of adjusting ring with full, tightening of all the bolts.", "complete assembly of shaft sealing system, including assembly of water pipelines", "complete assembly of oil bath of thrust bearing, with full tightening of bolts.", "assembly of grease pipeline of upper bushes and lower bushes and assembly of water pipe, line of lower bush", "measurement of insulation resistance value of, stator and rotor winding.", "spinning of the machine, dry out and then, synchronizing/ loading of the unit.", "carrying out the dry-out of the generator with windage loss method till the satisfactory levels of ir & the pi values is, achieved.", voltage build-up and subsequent synchronization of the unit followed by loading in steps and checking the unit vibrations at every step till the unit reached the rated load., carrying out the measurement of unit vibrations & dynamic balancing of the unit as required., labyrinth (stationary upper lower), shaft seal (flapper set), "all general purpose consumables, d&h make mo-309 5s welding electrodes, 0-rings, general purpose fasteners, stainless steel shims, insulation paints, etc. required during the, restoration work." for its restoration at ushp-ii, kangan.

Srinagar, Jammu And Kashmir, India

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256 |Bid Value:₹ 1.20 Cr. |EMD:₹ 2.41 Lakh |30-09-2026 11 Days Left|T247 ID-104207462

tender no e 16a/2026 conducting marine borings, soil investigations - tender no. e 16a 2026 conducting marine borings, soil investigations

Mumbai, Maharashtra, India

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257 |Bid Value:₹ 1.08 Cr. |EMD:₹ 2.16 Lakh |08-10-2026 19 Days Left|T247 ID-104410692

minesminerals drilling - surface drilling; non-energy minerals; rotary core drilling

North 24 Pargana, West Bengal, India

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258 |Bid Value:₹ 1.03 Cr. |EMD:₹ 2.06 Lakh |29-09-2026 10 Days Left|T247 ID-104108725

zone 11a:- joravasan - surat sec:- general repairs & painting, white washing, colourwashing, distempering, polishing etc.in jurisdiction of sse/w/surat between km 250.59 to km 268.89 between sachin (excl) and surat (incl).

Mumbai, Maharashtra, India

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259 |Bid Value:₹ 99.40 Lakh |EMD:₹ 1.03 Lakh |30-09-2026 11 Days Left|T247 ID-104199734

1. annual contract for ash slurry pipeline work at ntpc and related work from bph pump house to ash bund area.;2. machining of spare parts for id fan as required at bmm 2.;3. supply of numerical protection relay during repair of testing unit 2, group 4.;4. supply of required air regulator at i&c - 2.;5. contract for various auxiliary equipment required at ntpc - and for analysis of hydraulic oil.;6. purchase of p-tube for economizer coil fins at bmm 2.;7. work of re-fixing aph pin rack assembly pins during capital overhaul of bmm 2, group 4.;8. supply of boiler safe direct erect scaffolding system cup lock spares. ( marathi image)

Not Classified, Maharashtra, India

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260 |Bid Value:₹ 95.02 Lakh |EMD:₹ 1.90 Lakh |29-09-2026 10 Days Left|T247 ID-104108687

zone 15/a : udhna - jalgaon sec.:- general repairs & painting,white washing, colour washing, distempering , polishing etc.in the jurisdiction of sse(w)an between km. 212.482 to km301.470between sindhkheda(excl.) to jalgaon (excl.)

Mumbai, Maharashtra, India

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261 |Bid Value:₹ 94.86 Lakh |EMD:₹ 1.19 Lakh |19-09-2026 Ending Today|T247 ID-104016707

custom bid for services - spraying of water through mobile water tanker on siding no-03 and 04 of bhubaneswari ocp bhubaneswari area for a period of 730 days

Angul, Orissa, India

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262 |Bid Value:₹ 87.88 Lakh |EMD:₹ 1.76 Lakh |24-09-2026 5 Days Left|T247 ID-101998883

corrigendum : exploratory drilling works of 380m length (03 nos. holes at 60m each and 01 no. hole at min 200m) at left and right banks of usmsp at parong dam axis

Siang, Arunachal Pradesh, India

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263 |Bid Value:₹ 68.54 Lakh |EMD:₹ 1.37 Lakh |21-09-2026 2 Days Left|T247 ID-103894615

shot blasting of loco bogies frames & emu/memu bogies with bolster at railway's premises shop-10/kpa" qty. 1577 nos. bogies for the period of two (02) years.

Kanchrapara, West Bengal, India

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264 |Bid Value:₹ 60.00 Lakh |EMD:₹ 1.20 Lakh |21-09-2026 2 Days Left|T247 ID-103777291

corrigendum : minesminerals drilling - surface drilling; non-energy minerals; rotary core drilling

Ranga Reddy, Telangana, India

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