Projects

Three (03) boreholes up to 10.0m were drilled, complete lab testing, and report writing, recommendations of bearing capacity & foundations.

3 holes of 15m 13 holes of 5m

Four (04) holes were drilled, 20 m depth of each hole, laboratory testing & report writing.

Ten (10) holes were drilled, 20 m depth of each hole, laboratory testing & report writing.

7 holes of 150m 4 pits 3*3m 4 FDT & electric resistivity survey.

Drilled two boreholes of 20.0m depth

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10 holes of 11m

Drilling work for Environmental site Assessment at Suparco which includes drilling, sampling, preparation of log, preservation of samples for VOCS, Non-VOCS and other chemical characteristics and finally comprehensive report writing

30-SU Houses 4 blocks of G+ 3 apartments, complete Soil Investigation, Laboratory testing, report writing includes foundation recommendations, bearing capacity calculations.

Eighteen boreholes were drilled, depth varies from 12 to 22.0 m depth, Plate load test up to 10 TSF

Drilling of 35 nos. of core hole for petro-physical and petrochemical analysis of Limestone query at various palaces of Baluchistan i.e. Khuzdar for Black and Gold, Bella for Golden marble, Nushki region for Travertine and Karaak Baluchistan for Tipi and Fancy Marble

Drilling of 4 nos, holes for coal cores which includes drilling, preservation, labeling of cores, provision of core boxes, geophysical logging

Drilling the 8 nos. core drill of HQ size up to 700ft to 1000ft includes drilling, preservation, labeling of cores, provision of core boxes, geophysical logging

Two boreholes of 25-m depth were drilled for soil investigation. Two auger holes of 15-m depth were drilled for the permeability test. In situ collapse potential test, Collapse Potential Test in Lab, vibrating Table test.

Two boreholes of 25-m depth were drilled for soil investigation. One auger hole of 15-m depth was drilled for permeability test by falling head method & constant head method, Collapse Potential Test, vibrating Table test

Eighteen boreholes were drilled. Sixteen boreholes of 20-ft depth and two boreholes of 30-ft depth.

Two Hundred and three (203) boreholes were drilled.

Fourteen (14) boreholes were drilled.

Three holes were drilled up to 20.0 m each

Drilled six (06) boreholes up to 50.0 ft. depth and recommended bearing capacities and type of foundations

Excavated twenty-one (21) test pits in sector B, C and D, complete lab testing, report writing & recommendation of modulus of subgrade reaction.

Drilled two (02) boreholes up to 30.0 ft. depth, complete lab testing and recommend bearing capacities.

Ten (10) boreholes up to 5.0m in Lot-I and II, performed complete lab testing, and recommend bearing capacities.

Thirteen (13) boreholes up to 5.0m, performed complete lab testing, and recommend bearing capacities.

Forty (40) boreholes were drilled. Four boreholes of 125-ft depth, Seven boreholes of 50-ft depth and twenty-nine boreholes of 15-ft depth.

Five boreholes were drilled. Three boreholes of 15-m depth and two boreholes of 20-m depth.

Geotechnical Investigation Holes of 20.0 m depths, recommendations of bearing Capacity

Ten (10) boreholes were drilled. Seven boreholes of 20-m depth and three boreholes of 10-m depth & Electric resistivity survey (10 probes)

Five Boreholes were drilled. Four boreholes of 60-ft depth and one borehole of 100-ft depth.

Five (05) boreholes were drilled. Each having 60-ft depth.

Two boreholes were drilled. One borehole of 40-ft depth and another of 25-ft depth.

Three boreholes were drilled. Each of 10-m depth.

Two boreholes were drilled. Each having 65-ft depth.

One borehole of 30-m depth was drilled.

Six boreholes were drilled. Two boreholes of 50-ft depth and four boreholes of 40-ft depth.

Two boreholes of 35-m depth were drilled.

Two boreholes of 25-m depth were drilled for soil investigation. Two auger holes of 15-m were drilled for the permeability test.

Seventeen (17) boreholes up to 10.0m depth were drilled, complete lab testing, and report writing, recommendations of bearing capacity & foundations.

Complete lab results are included in the report.

Fifteen (15) boreholes up to 10.0m to 35.0m depth were drilled, complete lab testing, and report writing, recommendations of bearing capacity & foundations.

Five (05) boreholes up to 33.0-ft depth were drilled, complete lab testing, and report writing, recommendations of bearing capacity & foundations.

Ten (10) boreholes up to 30.0-ft depth were drilled, complete lab testing, and report writing, recommendations of bearing capacity & foundations.

Three (03) boreholes including, One (01) up to 70.0 ft. One (01) up to 100 ft. and One (01) up to 80.0 ft. depth was drilled, complete lab testing, and report writing, recommendations of bearing capacity & foundations.

Drilled four (04) boreholes up to 40 ft. depth & Six (06) test pits of 5.0 ft. depth, complete lab testing, and report writing & recommendations of bearing capacity

Drilled Nine (09) boreholes up to 30 m. depth, complete lab testing, and report writing & recommendations of pile capacities on several depth and dia.

Two (02) test were performed up to 1600 KPa test load and determine the Net settlement of the area

Fifteen (15) boreholes including, five (05) up to 15.0m, four (04) up to 20.0m, four (04) up to 10.0m, one (01) up to 35.0m and one (01) up to 25.0m depth were drilled, complete lab testing, and report writing, recommendations of bearing capacity & foundations.

Three (03) boreholes up to 50.0-ft depth were drilled, complete lab testing and recommend bearing capacities.

Five boreholes (05) up to 20.0m depth were drilled, complete lab testing, and report writing, recommendations of bearing capacity & foundations.

Report writing & recommendations of pile capacities on several depth and dia.

Report writing & recommendations of pile capacities on several depth and dia.

Total of two numbers of Plate Load Tests was carried out at the site.

Two (02) boreholes up to 30.0-ft were drilled, complete lab testing and recommend bearing capacities.

Three (03) boreholes including two boreholes (02) up to 30.0-ft & (01) up to 40.0-ft depth were drilled, were drilled, complete lab testing, and report writing, recommendations of bearing capacity & foundations.

Three (03) boreholes including two boreholes (02) up to 15.0m& (01) borehole up to 10.0m depth were drilled, complete lab testing, and report writing, recommendations of bearing capacity & foundations.

Five (05) boreholes including one up to 100.0-ft, two up to 50.0- ft. & two up to 30.0-ft were drilled, complete lab testing, and report writing, recommendations of bearing capacity & foundations.

Three boreholes (03) including one (01) up to 20.0m & two (02) up to 15.0m was drilled, complete lab testing, and report writing, recommendations of bearing capacity & foundations.

Three boreholes (03) including two (02) up to 40.0-ft & one up to 100.0-ft were drilled, complete lab testing, and report writing, recommendations of bearing capacity & foundations.

Two boreholes up to 50.0-ft were drilled, including report writing, recommendations of bearing capacity & foundations.

One (01) borehole was drilled up to 40.0m depth, including report writing, recommendations of bearing capacity & foundations.

Drilling of 56 nos. core drill of HQ size up to 200 m to 250 m includes drilling, preservation, labeling of cores, provision of core boxes, geophysical logging

Three (03) boreholes up to 10.0m were drilled, complete lab testing, and report writing, recommendations of bearing capacity & foundations.

Six (06) borehole upto 10.0m were drilled, complete lab testing, and report writing, recommendations of bearing capacity & foundations.

Four (4) Borehole from which 02 bore up to 50 ft. 01 bore upto 30ft. And 01 bore upto 22ft. were drilled, complete lab testing, and report writing, recommendations of bearing capacity & foundations.

Four (04) boreholes up to 15.0m were drilled, complete lab testing, and report writing, recommendations of bearing capacity & foundations.

Four (04) boreholes up to 35.0m were drilled, complete lab testing, and report writing, recommendations of bearing capacity & foundations.

Nine (09) boreholes were drilled up to 35 m to 45m depth including 04 borehole at bridge 01, 02 boreholes at bridge 02 & 03 and 01 borehole at bridge 04, Complete Lab Testing, and Report writing, recommendations of bearing capacity, pile capacity & foundations.

Report writing & recommendations of pile capacities on several depth and dia.

Drilled Total Ten (10) boreholes, five boreholes up to 6.0m & five boreholes up to 10.0m depth, Complete Lab Testing, Report Writing, and Recommendation of Bearing Capacity & Foundation.

Drilled a total 06 borehole up to 10.0m, complete lab testing, report writing, recommendations of bearing capacity & Foundation.

Drilled 04 borehole one bore up to 15.0m, one bore up to 10.0m and two bore up to 12.0m depth. Complete Lab, Testing, Report Writing, the recommendation of Bearing Capacity and foundation

Drilled 86 borehole 02 boreholes was drilled at each plot, complete lab testing, and Report Writing, the recommendation of bearing capacity & foundation of each plot.

Six (06) to eight (08) test pits were excavated Field density test performed, lab testing, and report writing.

Three (03) boreholes including, two (02) up to 10.0-ft and one (01) up to 20.0-ft depth were drilled, Complete lab testing, and report writing, recommendations of bearing capacity & foundations.

One (01) boreholes up to 100.0-ft depth was drilled, complete lab testing, and report writing, recommendations of bearing capacity & foundations.

Twenty (20) boreholes upt0 60.0-ft to 100.0-ft depth were drilled, complete lab testing, and report writing, recommendations of bearing capacity & foundations.

Drilled 86 borehole 02 boreholes was drilled at each plot, complete lab testing, and Report Writing, the recommendation of bearing capacity & foundation of each plot.

Six (06) to eight (08) test pits were excavated Field density test performed, lab testing, and report writing.

Three (03) boreholes including, two (02) up to 10.0-ft and one (01) up to 20.0-ft depth were drilled, Complete lab testing, and report writing, recommendations of bearing capacity & foundations.

One (01) boreholes up to 100.0-ft depth was drilled, complete lab testing, and report writing, recommendations of bearing capacity & foundations.

One hundred and forty-four (144) boreholes up to 20.0-ft depth were drilled, complete lab testing, and report writing, recommendations of bearing capacity & foundations.

Topographical mapping, matching boundaries, GIS mapping, Land demarcation, estimation of different nature of lands, land layout and report compiling done for Sindh land department with ULSC.

Drilling of 35 nos. of core hole for petrophysical and petrochemical analysis of Limestone query at various palaces of Baluchistan i.e. Khuzdar for Black and Gold, Bella for Golden marble, Nushki region for Travertine and Karaak Baluchistan for Tipi and Fancy Marble

Drilling of 4 nos, holes for coal cores which includes drilling, preservation, labeling of cores, provision of core boxes, geophysical logging

Construction of tube well up to 1000ft deep for water supply has done which includes, drilling of investigation hole, hydrogeological study, yield test, conversion into tube well by enlarging the investigation hole diameter from 8” to 16”, provision and lowering of casing and silica gravel packing followed to pump test for confirmation of water quality and quantity and last a comprehensive report writing.

Electrical Resistivity Survey to determine the subsurface resistivity distribution by making measurements on the ground surface to delineate the aquifers, study the sub-surface lithological conditions and behavior of groundwater such as lithological nature of different subsurface formations by means of 5 test hole, these test holes was geophysical (Spontaneous potential, Natural Gamma, Single point resistance and caliper) and geological log by Logging tool, thickness and lateral extent of subsoil formations have been marked by correlating the hole from 00Rd to 75RD by help of Rockware and Logplot software. Long pump test for measuring the drawdown and cone of depression, Last to examine the groundwater potential and submitted a comprehensive recommendation and analyzed report to the client.

2D electrical resistivity profiling in Jhampir was conducted for identification of fracture zones in the subsurface in the area needed for the design of basement of wind turbine power plant. The report presents the findings of the Electrical Resistivity Survey conducted using the 2D resistivity profiling technique at each WTG location suggested by the client.

Re-installation of 49 nos. of piezometer includes at Kotri Barrage, river Indus at several bays at end of pavements and toe of glaci, preparation of barrages for offshore drilling by means of rig and pontoons, arrangement of ships for locomotion, drilling of 500ft drilling, sampling, provision of material of geotextile, casing, pea gravel, preparing the transitory embankments by bunny bags, laying of cable till roof, connecting piezometers with multiplexers and report writing

Three (03) boreholes up to 10.0m were drilled, complete lab testing, and report writing, recommendations of bearing capacity & foundations.

Six (06) borehole upto 10.0m were drilled, complete lab testing, and report writing, recommendations of bearing capacity & foundations.

Four (4) Borehole from which 02 bore up to 50 ft. 01 bore upto 30ft. And 01 bore upto 22ft. were drilled, complete lab testing, and report writing, recommendations of bearing capacity & foundations.

Four (04) boreholes up to 15.0m were drilled, complete lab testing, and report writing, recommendations of bearing capacity & foundations.

Drilled Total Ten (10) boreholes, five boreholes up to 6.0m & five boreholes up to 10.0m depth, Complete Lab Testing, Report Writing, and Recommendation of Bearing Capacity & Foundation.

Fourteen (11) boreholes including eight (08) up to 15.0m & six (06) up to 10.0m were drilled, complete lab testing, and report writing, recommendations of bearing capacity & foundations.

Nine (09) boreholes were drilled up to 35 m to 45m depth including 04 borehole at bridge 01, 02 boreholes at bridge 02 & 03 and 01 borehole at bridge 04, Complete Lab Testing, and Report writing, recommendations of bearing capacity, pile capacity & foundations.

Report writing & recommendations of pile capacities on several depth and dia.

Drilled a total 06 borehole up to 10.0m, complete lab testing, report writing, recommendations of bearing capacity & Foundation.

Drilled 04 borehole one bore up to 15.0m, one bore up to 10.0m and two bore up to 12.0m depth. Complete Lab, Testing, Report Writing, the recommendation of Bearing Capacity and foundation

Video Logging, disinfection of tube well, cleaning and development of Tube Well up to 1350ft deep at DW-11 at Nestle Port Qasim Water Factory.

Work done for water supply by means of drilling work up to the 700ft deep, complete study of the aquifer, its zoning and demarcation, enlarge the diameter of the drilled hole, design of tube well according to aquifer achieve, lowering of casing and shrouding of well.

Running the plumb line method and box method for measuring verticality of well no. 1, 3 and 5, cleaning and commission of tube well no. 5 at MRDL Saindak project.

Completion of tube well of 500ft deep by the process of investigation drilling, complete aquifer study, yield test, borehole conversion into tube well by enlarging borehole diameter, lowering of casing and gravel packing, proceed by pump test for water quantity and quality and finally submission of the report.

Work done for water supply by means of drilling work up to the 700ft deep, complete study of the aquifer, its zoning and demarcation, enlarge the diameter of the drilled hole, design of tube well according to aquifer achieve, lowering of casing and shrouding of well.

Drilling for 3 nos. monitoring wells for measuring the water level by means of 1ft total drilling, provision and installation of casing and gravel and construction of well cape and bore plates.

Electrical Resistivity Survey for delineation of water aquifer and water potential, soil resistivity survey by means of Wenner array to demarcation the best suitable depth for proper earthling work.

Soil Investigation/ drilling work for Environmental Site Assessment at Johnson & Johnson Pakistan which includes drilling, sampling, preparation of log, preservation of samples for VOCs, Non-VOCs and other chemical characteristics and finally comprehensive report writing.

Determined the subsurface resistivity distribution by making measurements on the ground surface to delineate the aquifers, the sub-surface lithological conditions and behavior of groundwater such as lithological nature of different subsurface formations, thickness and lateral extent of subsoil formations.

Completion of 600 feet tube well by the process of investigation drilling, complete aquifer study, yield test, geophysical logging (Gamma Gamma, Spontaneous potential, Natural Gamma, Single point resistance and caliper) borehole conversion into tube well by enlarging borehole diameter, lowering of casing and gravel packing, proceed by pump test for water quantity and quality and finally submission of report.

Finalized the tube well by the supervision of hydrogeologist and with the help of skilled labor, drilled investigation borehole, worked out for aquifer’s potential it's marking and zoning, conversion of borehole into tube well, lowering of casing and gravel packing, pump test and report writing.

Drilling 240ft, of hole 2 nos for Earthing and Installation of anode, copper wire, backfilling of earthing powder along with lime, choke and coal for better working of earthing.

Dismantling of installed submersible pump and Geophysical Logging (Gamma ray, Spontaneous potential, Natural Gamma, Single point resistance and caliper) for water well exploration for sand bed recognition and stratigraphic identification and the rank, quality, and its thickness, again installation and commissioning of tubewell.

Dismantling of installed submersible pump and Geophysical Logging (Gamma ray, Spontaneous potential, Natural Gamma, Single point resistance and caliper) for water well exploration for sand bed recognition and stratigraphic identification and the rank, quality, and its thickness, again installation and commissioning of tube well.

Dismantling of installed submersible pump and Geophysical Logging (Gamma ray, Spontaneous potential, Natural Gamma, Single point resistance and caliper) for water well exploration for sand bed recognition and stratigraphic identification and the rank, quality, and its thickness, again installation and commissioning of tube well.

Dismantling of installed submersible pump and Geophysical Logging (Gamma ray, Spontaneous potential, Natural Gamma, Single point resistance and caliper) for water well exploration for sand bed recognition and stratigraphic identification and the rank, quality, and its thickness, again installation and commissioning of tube well.

Completion of tube well by the process of investigation drilling, complete aquifer study, yield test, borehole conversion into tube well by enlarging borehole diameter, lowering of casing and gravel packing, proceed by pump test for water quantity and quality and finally submission of the report.

Complete walkthrough for demarcation of general overall properties of structure, tectonic, general geology, geomorphology, sedimentology and topography of an area and working ERS for determined the subsurface resistivity distribution by making measurements on the ground surface to delineate the aquifers, the sub-surface lithological conditions and behavior of groundwater such as lithological nature of different subsurface formations, thickness and lateral extent of subsoil formations.

Work done for water supply and reverse osmosis plant working by means of drilling work, complete study of aquifer, it’s zoning and demarcation, enlarge the diameter of drilled hole, design of tube well according to aquifer achieve, lowering of casing and shrouding of well, provision of submersible pump and providing the services till the procurement of pump to pearl confectionary, chemical analysis and completed by report writing including the summary of work done and formation encounter during drilled works.

Completion of 220 nos. tube well by the process of drilling of 12” Dia borehole construct into tube well by lowering of casing and gravel packing.

Finalized the tube well of 350ft deep by the supervision of hydrogeologist and with the help of skilled labor, drilled investigation borehole, worked out for aquifer’s potential it's marking and zoning, conversion of borehole into tube well, lowering of casing and gravel packing, pump test and report writing.

Finalized the tube well by the supervision of hydrogeologist and with the help of skilled labor, drilled investigation borehole, worked out for aquifer’s potential it's marking and zoning, conversion of borehole into tube well, lowering of casing and gravel packing, pump test and report writing.

Rehabilitation work at Aviation Enclave site which includes cleaning of well, installation of temporary casing o smaller size and wrapping of geotextile for central builders and developers.

Completion of 350ft deep tube well by the process of investigation drilling, complete aquifer study, yield test, borehole conversion into tube well by enlarging borehole diameter, lowering of casing and gravel packing, proceed by pump test for water quantity and quality and finally submission of the report.

Work is done for water supply by means of drilling work, complete study of aquifer, it’s zoning and demarcation, enlarge the diameter of drilled hole, design of tube well according to aquifer achieve, lowering of casing and shrouding of well, chemical analysis and completed by report writing including the summary of work done and formation encounter during drilled works.

Work done for water supply and reverse osmosis plant working by means of drilling work, complete study of aquifer, it’s zoning and demarcation, enlarge the diameter of drilled hole, design of tube well according to aquifer achieve, lowering of casing and shrouding of well, provision of submersible pump and providing the services till the procurement of pump to pearl confectionary, chemical analysis and completed by report writing including the summary of work done and formation encounter during drilled works.

Hydrogeological modeling and long pump test which includes supervision of pumping test, provision and execution pump test along with all accessories and generator set, modeling of hydrological properties of aquifer by means of Aquifer test Pro software by finding of storability, hydraulic conductivity, transmissivity and aquifer type.

Completion of tube well of 700ft deep by the process of investigation drilling, complete aquifer study, yield test, borehole conversion into tube well by enlarging borehole diameter, lowering of casing and gravel packing, proceed by pump test for water quantity and quality and finally submission of the report.

Finalized the 2 no’s tube well by the supervision of hydrogeologist and with the help of skilled labor, drilled investigation borehole, worked out for aquifer’s potential its marking and zoning, conversion of borehole into tube well, lowering of casing and gravel packing, provision and installation of submersible pump, pump test and report writing.

Construction of deep tube well 3 nos. for water supply has done which includes, drilling of investigation hole, hydrogeological study, yield test, conversion into tube well by enlarging the investigation hole diameter, provision and lowering of the casing and silica gravel packing followed to pump test for confirmation of water quality and quantity and last a comprehensive report writing.

Designing, planning and supervision of dewatering work which includes the drilling of 40 nos. hole, provision of material, construction of production well, complete provision of a pumping system, management and supervision of pumping till the waterlogging issue is recovering at Clifton for KASB builders.

Work is done for water supply by means of drilling work, complete study of aquifer, it’s zoning and demarcation, enlarge the diameter of drilled hole, design of tube well according to aquifer achieve, lowering of casing and shrouding of well, provision of submersible pump and providing the services till the procurement of pump, chemical analysis and completed by report writing including the summary of work done and formation encounter during drilled works.

Rehabilitation work for tube well and provision of complete submersible [pump along the drop pipe, electrical cable, Motor control unit, bolting accessories and commissioning of tube well after rehabilitation for John Apparel.

Completion of 2 no’s tube well by the process of investigation drilling, complete aquifer study, yield test, borehole conversion into tube well by enlarging borehole diameter, lowering of casing and gravel packing, proceed by pump test for water quantity and quality and finally submission of the report.

Designing, planning and supervision of dewatering work which includes the drilling of 2 nos. hole, provision of material, construction of production well, complete provision of the pumping system, management and supervision of pumping till the waterlogging issue was recovered at Bath Island for Al-Arz Real Estate.

Construction of 2 nos. tube well of 250ft for water supply is done which includes, drilling of investigation hole, hydrogeological study, yield test, conversion into tube well by enlarging the investigation hole diameter from 8” to 16”, provision and lowering of casing and silica gravel packing followed to pump test for confirmation of water quality and quantity and last a comprehensive report writing.

Work done for water supply by means of drilling work up to the 500ft deep, complete study of the aquifer, its zoning and demarcation, enlarge the diameter of the drilled hole, design of tube well according to aquifer achieve, lowering of casing and shrouding of well.

Determined the subsurface resistivity distribution by making measurements on the ground surface to delineate the aquifers, the sub-surface lithological conditions and behavior of groundwater such as lithological nature of different subsurface formations, thickness and lateral extent of subsoil formations.

Examined the groundwater potential through curve matching system, modeling through software and values obtained by the Electrical Resistivity Survey Equipment and submitted a comprehensive recommendation and analyzed report to Descon Engineering.

Determined the subsurface resistivity distribution by making measurements on the ground surface to delineate the aquifers, the sub-surface lithological conditions and behavior of groundwater such as lithological nature of different subsurface formations, thickness and lateral extent of subsoil formations.

Reconnaissance and Feasibility survey conduct for Bosicor Oil Refinery.

Reconnaissance and Feasibility survey conduct for Karachi Circularity Authority with EMC.

DNT and rehabilitation work of tube wells.

ERS with report writing, to determine the aquifer potential through the sub-surface lithological conditions, the behavior of groundwater, thickness and distribution of subsoil formations.

Examined the groundwater potential through curve matching system, modeling through software and values obtained by the Electrical Resistivity Survey Equipment and submitted a comprehensive recommendation and analyzed report to Descon Engineering.

Feasibility study of various projects of water tube well for helping hands.

Designing of Reverse Osmosis Plant

Construction of 2 no’s of tube well for water supply is done which includes, drilling of investigation hole, hydrogeological study, yield test, conversion into tube well by enlarging the investigation hole diameter , provision and lowering of casing and silica gravel packing followed to pump test for confirmation of water quality and quantity and last a comprehensive report writing.

The hydrogeological investigation is done for Sardar Ashraf D. Baluch

Construction of tube well for water supply is done which includes, drilling of investigation hole, hydrogeological study, yield test, conversion into tube well by enlarging the investigation hole diameter from 8” to 16”, provision and lowering of casing and silica gravel packing followed to pump test for confirmation of water quality and quantity and last a comprehensive report writing.

Drilling of monitoring well for Environmental studies which include drilling, provision of construction material and demarcation of water level and fetching out the water samples done at MOL site.

ERS with report writing, to determine the aquifer potential through the sub-surface lithological conditions, the behavior of groundwater, thickness and distribution of subsoil formations.

The vertical electrical sounding of the ground at five different locations, determining subsurface lithology from 5-100m, using Schlumberger configuration.

The vertical electrical sounding of the ground at five different locations, determining subsurface lithology from 5-150m, using Schlumberger configuration.

The vertical electrical sounding of the ground at five different locations, determining subsurface lithology from 5-250m, using Schlumberger configuration.

The vertical electrical sounding of the ground at five different locations, determining subsurface lithology from 5-100m, using Schlumberger configuration.

Drilling the 8 nos. core drill of HQ size up to 700ft to 1000ft includes drilling, preservation, labeling of cores, provision of core boxes, geophysical logging

Construction of 2 nos. tube well includes drilling of test hole, yield test, enlarging of diameter and pump test after the construction of tube well

Construction of tube well for water supply is done which includes, drilling of investigation hole, hydrogeological study, yield test, conversion into tube well by enlarging the investigation hole diameter, provision and lowering of casing and silica gravel packing followed to pump test for confirmation of water quality and quantity and last a comprehensive report writing.

Construction of tube well for water supply is done which includes, drilling of investigation hole, hydrogeological study, yield test, conversion into tube well by enlarging the investigation hole diameter, provision and lowering of casing and silica gravel packing followed to pump test for confirmation of water quality and quantity and last a comprehensive report writing.

Construction of 2 nos. tube well includes drilling of test hole, yield test, enlarging of diameter and pump test after the construction of tube well.

ERS with report writing, to determine the aquifer potential through the sub-surface lithological conditions, the behavior of groundwater, thickness and distribution of subsoil formations.

Bore wash by a running compressor

Bore wash by running compressor and pump installation

The vertical electrical sounding of the ground at five different locations, determining subsurface lithology from 5-50m, using Schlumberger configuration.

The vertical electrical sounding of the ground at five different locations, determining subsurface lithology from 5-50m, using Schlumberger configuration.

The vertical electrical sounding of the ground at five different locations, determining subsurface lithology from 5-50m, using Schlumberger configuration.

The vertical electrical sounding of the ground at five different locations, determining subsurface lithology from 5-100m, using Schlumberger configuration.

The vertical electrical sounding of the ground at five different locations, determining subsurface lithology from 5-50m, using Schlumberger configuration.

The vertical electrical sounding of the ground at five different locations, determining subsurface lithology from 5-50m, using Schlumberger configuration.

The vertical electrical sounding of the ground at five different locations, determining subsurface lithology from 5-100m, using Schlumberger configuration.

The vertical electrical sounding of the ground at five different locations, determining subsurface lithology from 5-100m, using Schlumberger configuration.

The vertical electrical sounding of the ground at Total 04 probe conducted at different locations, determining subsurface lithology from 2-200m, using Schlumberger configuration.

he vertical electrical sounding of the ground at Total 03 probe conducted at different locations, determining subsurface lithology from 2-200m, using Schlumberger configuration.

The vertical electrical sounding of the ground at Total 10 probe conducted at different locations, determining subsurface lithology from 2-400m, using Schlumberger configuration.

The vertical electrical sounding of the ground at Total 03 probe conducted at different locations, determining subsurface lithology from 2-300m, using Schlumberger configuration.

The vertical electrical sounding of the ground at Total 04 probe conducted at different locations, determining subsurface lithology from 2-500m, using Schlumberger configuration.

The vertical electrical sounding of the ground at Total 10 probe conducted at different locations, determining subsurface lithology from 2-300m, using Schlumberger configuration.

Drilling of a various borehole with depth varies from 500ft to 700ft at Ghurano, Ehsanshah jo tar, Mutto jo Tar, Shingiaro, Rescue Center, Green Park, Muslim Para, Hindu Para and T.F Hospital.

The vertical electrical sounding of the ground at four different locations, 03 probes conducted at each location determining subsurface lithology from 2-500m, using Schlumberger configuration

The vertical electrical sounding of the ground at Total 16 probe conducted at Seven different locations, 03 probes conducted at each location determining subsurface lithology from 2-500m, using Schlumberger configuration

The vertical electrical sounding of the ground at Total 05 probe conducted at different locations, determining subsurface lithology from 2-400m, using Schlumberger configuration

Bore wash by the running compressor

Drilling of 56 boreholes of HQ core drilling up to 220m to 280m for coal estimation, through geological and geophysical data collection and interpretation

Drilling of 50ft. production well and 02 piezometer well up to 40ft. Long Pump test for the model assumption.

Drilling of 03 boreholes up to 700ft. depth. Installation of casing up to 700ft., gravel packing and bore washing by a submersible pump.

The vertical electrical sounding of the ground at Total 04 probe conducted at different locations, determining subsurface lithology from 2-300m, using Schlumberger configuration.

The vertical electrical sounding of the ground at Total 06 probe conducted at different locations, determining subsurface lithology from 2-400m, using Schlumberger configuration.

The vertical electrical sounding of the ground at Total 04 probe conducted at different locations, determining subsurface lithology from 2-500m, using Schlumberger configuration.

The vertical electrical sounding of the ground at Total 10 probe conducted at different locations, determining subsurface lithology from 2-300m, using Schlumberger configuration.

The vertical electrical sounding of the ground at Total 04 probe conducted at different locations, determining subsurface lithology from 2-300m, using Schlumberger configuration.

The vertical electrical sounding of the ground at Total 05 probe conducted at different locations, determining subsurface lithology from 2-400m, using Schlumberger configuration.

The vertical electrical sounding of the ground at Total 02 probe conducted at different locations, determining subsurface lithology from 2-500m, using Schlumberger configuration.

The vertical electrical sounding of the ground at Total 03 probe conducted at different locations, determining subsurface lithology from 2-150m, using Schlumberger configuration.

The vertical electrical sounding of the ground at Total 03 probe conducted at different locations, determining subsurface lithology from 2-300m, using Schlumberger configuration.

The vertical electrical sounding of the ground at Total 05 probe conducted at different locations, determining subsurface lithology from 2-500m, using Schlumberger configuration.

The vertical electrical sounding of the ground at Total 03 probe conducted at different locations, determining subsurface lithology from 2-300m, using Schlumberger configuration.

The vertical electrical sounding of the ground at Total 06 probe conducted at different locations, determining subsurface lithology from 2-30m, using Wanner configuration for earthing Bore

The vertical electrical sounding of the ground at Total 04 probe conducted at different locations, determining subsurface lithology from 2-400m, using Schlumberger configuration.

The vertical electrical sounding of the ground at Total 03 probe conducted at different locations, determining subsurface lithology from 2-200m, using Schlumberger configuration.

The vertical electrical sounding of the ground at Total 03 probe conducted at different locations, determining subsurface lithology from 2-400m, using Schlumberger configuration.

The vertical electrical sounding of the ground at Total 04 probe conducted at different locations, determining subsurface lithology from 2-120m, using Schlumberger configuration.

The vertical electrical sounding of the ground at Total 03 probe conducted at different locations, determining subsurface lithology from 2-500m, using Schlumberger configuration.

The vertical electrical sounding of the ground at Total 03 probe conducted at different locations, determining subsurface lithology from 2-150m, using Schlumberger configuration.