Latest mining machine hiring Tenders | Government mining machine hiring Tenders

State Government

CTN :38220188

06 Dec, 2024 1.80 Crore

Ahmedabad - Gujarat

Tender For supplying, testing & commissioning new tractor mounted drilling rig having drilling depth up to 150 mtr with all drilling accesso ries. -03 nos

State Government

CTN :38223410

26 Nov, 2024 23.74 Lacs

Ahmedabad - Gujarat

Tender For work of drilling 200 and 250 mm dia. up to 300 meters (total 11 numbers) dr bores by dr drilling rig & installation ,testing & commissioning of three phase sub. pump set with required accessories in 200/250 mm dia bores at various villages in kapadwanj, kathlal, thasara & galteshwar talukas of kheda district on as and when required basis for the period of one year.

corporations/Associations/Others

CTN :38220120

25 Nov, 2024 1.22 Lacs

Chhota Udaipur - Gujarat

Tender For tender for drilling of 125 mm dia x 48 meter deep bore well by mdr rig with accessories and single phase 3.0 hp submerssible motor at aliraj pur naka smashan at chhotaudepur municipality under: m.l.a grant (year : 2023-24).

Central Government/Public Sector

CTN :38197041

04 Dec, 2024 NA

Panvel - Maharashtra

Tender For supply of unitized mud cleaner (1200 gpm) for offshore drilling rig with installation and commissioning , unitized mud cleaner (1200 gpm) for onshore drilling rig with installation and commissioning , shale shaker (1500 gpm) for onshore drilling rig with installation and commissioning

Central Government/Public Sector

CTN :38005126

18 Nov, 2024 45.72 Lacs

Mundra - Gujarat

Tender For corrigendum : provn of 02 in nos bore wells alongwith associated items at icgs mundra - material and labour for drilling of 02 nos pilot/trial bore by direct rotary rig method including all t&p through any kind of starta (soil, kankar, boulder or soft or hard rock) down up to 150 m depth below ground level by using suitable drill bit according to levering of casing pipe including the cost of mud pit, channels, etc and disposal of soil obtained to a distance not exc. 1 km away complete all as specified. note:- (i) the drilling shall be continued up to specified depth and in case sticky clay occurs in between the drilling must be stopped and hydrologist of gws & sb shall be contacted & eggr-in-charge shall be informed.(ii)cost of this consultant shall be borne by contractor (iii) taking the samples from the bore well cutting for every 3 meter interval and every change in strata if less than 3meter. (iv) preparation of litho logs based on these samples.(v) drill time log to be prepared and prescribed., (vi) aquifer performance tests at constant discharge with draw down and recovery reading.(vii) after completion of pilot bore, the contractor shall have to arrange for electro eater logging test of each bore.(viii) contractor have also produced bore well water test report for drinking water parameters before levering of motor and pump.(note:- if water quality not found fit for domestic purpose use then all other connected items of trial bore will not be executed.) , supply assembling, jointing, lowering and fixing in the bore hole pvc casing pipe of nominal dia 315 mm (medium well) ,10 kg/cm2 working pressure, confirming to is 4985-2000 including providing pea gravel of 8 mm to 4.6mm size for packing around the casing/slotted pipe in bore well all as specified and directed. make: astral/ashirwad/ajay/sfmc, all as per item no 2.00 above but slotted pipe. , supply, assembling, jointing, lowering lead free pvc column pipes of nominal dia 65 mm, od 75 mm (min), non toxic, pressure 16 kg/cm2 with and including top and bottom adaptor (ss) and accessories like epdm ring and double ss stud all as spd and directed by engineer-in-charge. make: astral/ashirwad/ajay/sfmc, development of tube well with compressed air by means of air compressor of suitable capacity not less than 300 cfm and over pumping using suitable capacity pump to make available water free from turbidity complete all as specified and directed by engineer-in-charge., m & l for conducting yield test for the bore well by continuously pumping for 24 hours by using a submersible pump set to determine safe pumping yield and produced water test report of samples which is collect every hour complete as directed by the engineer-in-charge. [ all arrangements for yield test shall be made by contractor and cost for the same borne by contractor ], supply and fix ms reducer, bail plug, top cover made of 3mm thick ms plate for bore well in two half sections having a hole of 75 mm bore in centre to accommodate pvc pipe and submersible cable suitable for fixing to the pvc casing pipe top, electric logging and simple strata box including provision of 2 sets of ms clamps made of 50x6mm ms flat including nuts, bolts, etc. including one coat of epoxy primer and two coats of epoxy paint wherever necessary complete all as specified and directed by engineer-in-charge., supply, install, test and commissioning of submersible pump stainless steel body electric driven with submersible motor, water lubricate, 3 phase, 10.0hp (appx) 415 volts, 50 hz with suitable submersible electric motor suitable for discharge of 2 liters per second against total head of 125m in the bore complete all as specified and directed by the engineer-in-charge. [ note : column pipe, submersible cable and control gear will be measured and paid separately]. [make: kirloskar / crompton / ksb], supply, install, test and commissioning of submersible pump stainless steel body electric driven with submersible motor, wa

CTN :37861284

13 Nov, 2024 NA

Poonch - Jammu And Kashmir

Tender For soil investigation for provn of static water tank at fsd khaneter nallah - mobilisation of manual drilling equipment rig and shifting of entire arrangement from one bore to another hole location and setting of boring drilling rig as per specification , boring 150mm dia bores to given depth or refusal strata through any type of soil as under as per specification , collection of undisturbed soil sample at 1.50m intervals or at any change of strata in 100 mm bore thin walled tube incl waxing sealing packing and transporting to the lab as per specification , carrying out standard penetration test incl collecting of disturbed soil samples in bore holes at every 1.5m depth or any change of strata and submit the report as per specification , conducting necessary test as per relevant is codes nbc 2016 sp 36 on all collected samples which incl the determination as per specification , grain size analysis identification and classification of soil as per specification , bulk density dry density and field density as per specification , natural moisture content as per specification , attemberg limit liquid limit plastic limit shrinkage limit and plastic index as per specification , specific gravity asper specification , degree of saturation of soil as per specification , differential free swell index and swelling pressure as per specification , consolidation test for cohesive soil only as per specification , chemical analysis of soil and ground water water to be obtained from bottom of the bore hole as per specification , depth of water table below gl as per specification , presence of loose soil if any and its depth as per specification , n value at an interval of 1.50 mtr as per depth of bore holes as per specification , crushing strength degree of weathering cr value and rqd of rock samples as per specification , net sbc at 1.5m 2.0m 2.5m and 3.0m from shear as well as settlement criteria as per specification , direct shear test as per specification , spt dcpt scpt through mechanical boring carried out at every 1.5mtr interval upto depth of 10.00m as per specification , unconfined compression test as per specification , open test pit bore holes soil classification as per specification , angle of internal friction as per specification , determination of bearing capacity for the following types of foundation as per specification , rcc raft fdn for building at depth 0.5m and every 1 mtr interval thereafter upto min of 3.5m in case sbc of 10t sqm not obtained till 3.5m depth as per specification , rcc raft strip fdn for vift retaining wall at depth 0.5m and every 1 mtr interval thereafter upto min of 3.5m in case sbc of 10t sqm not obtained till 3.5m depth as per specification , recommending appropriate value of safe bearing capacity as per specification

CTN :37861292

13 Nov, 2024 NA

Poonch - Jammu And Kashmir

Tender For soil investigation for provn of office complex security post and jco living at k nallah - mobilisation of manual drilling equipment rig and shifting of entire arrangement from one bore to another hole location and setting of boring drilling rig as per specification , boring 150 mm dia bores to given depth or refusal strata through any type of soil as per specification , collection of undisturbed soil sample at 1.50 m intervals or at any change of strata in 100 mm bore thin walled tube incl waxing sealing packing and transporting to the lab as per specification , carrying out standard penetration test incl collecting of disturbed soil samples in bore holes at every 1.5 m depth or any change of strata and submit the report as per specification , carrying out plastic limit test as per specification , carrying out proctor compaction test as per specification , carrying out tri axial share test as per specification , carrying out liquid limit test as per specification , carrying out direct shear test as per specification , carrying out field density test as per specification , carrying out test for depth of ground water table as per specification , carrying out unconfined compression test as per specification , test for angle of internal friction cohesion dry density as per specification , n value at an interval of 1.50 mtr for a depth of 8 m as per specification , determination of bearing capacity for the following types of foundation as per specification , rcc raft fdn for building at depth 0.5m and every 1 mtr interval thereafter upto min of 3.5m in case sbc of 10t sqm not obtained till 3.5m depth then greater depth as per specification , rcc raft strip fdn for vift retaining wall at depth 0.5m and every 1 mtr interval thereafter upto min of 3.5m in case sbc of 10t sqm not obtained till 3.5m depth as per specification , recommending appropriate value of safe bearing capacity as per specification , conducting necessary tests as per relevant is codes nbc 2016 sp 36 on all collected samples which incl the determination as per specification , atterberg limits as per specification , natural moisture content as per specification , wet and dry density as per specification , soil particle size distribution using sieve hydrometer analysis as per specification , tri axial shear test c and phi determination as per specification , shrinkage limit as per specification , consolidation test as per specification , specific gravity test for sand rock as per specification , crushing strength of rock samples as per specification , permeability test as per specification , chemical analysis of ground water sample min 02 samples as per specification , free soil index as per specification , chemical analysis of soil as per specification , n value at an interval of 1.50 mtr for a depth of 10m as per specification , carrying out cbr test as per is 2720 code as per specification

corporations/Associations/Others

CTN :37984538

19 Nov, 2024 12.00 Crore

Gandhinagar - Gujarat

Tender For corrigendum : providing services and supply of drilling rig of 900-1000 hp for drilling of oil and gas wells in gujarat for drilling depth of 1900 to 2100 meters in january 2025 as per scope of work and terms and conditions of attached tender documents

State Government

CTN :38065676

27 Nov, 2024 41.79 Lacs

Navsari - Gujarat

Tender For drilling of 125mm diax 60.00 mtr. bore by mini mdr rig & installation of im - ii telescopic / normal stand hand pump on successful bores.attaluka: - navsari,jalalporeand gandevi taluka dist: -navsari

State Government

CTN :38065688

20 Nov, 2024 14.38 Lacs

Navsari - Gujarat

Tender For drilling of 165 mm dia. x 90 mts. deep bore by dth rig and installation of i.m.ii hand pump and construction of c.c. platform as per unicef design & drawing with soak pit at diff. villages of tal. gandevi & navsari of dist. navsari under different programme..

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