Survey and site prep,drilling of 165 mm dia borewell upto 150 mtr depth,supply and installation of 165 mm dia heavy duty upvc casing pipe,supply and installation of 150 mm dia slotted pipe,civil works concrete platform soak pit,borewell development using air compressor,contingency

Carrying out re-routing of existing 10.75 inch od pipe section of paradip raipur ranchi pipeline prrpl by horizontal directional drilling hdd method at ch. 116 km saraipalli korba section in chhattisgarh

Deep drilling of 125 mm dia bore hole by using odex method along with providing installation testing commissioning of submersible pump set with allied electro-mechanical works at chander bhaga colony, ward no. 63, lower thather (bantalab) in district

Outside micrometer, range 0 - 150mm,outside micrometer 150 - 300mm,frame type block level, 0.02mm per meter,inside micrometer analog 50 - 300 mm,digital vernier calliper 150 mm,vernier calliper, analog, 6 inch,vernier calliper, lc equal to .01 cm,digital depth gauge vernier size 300 mm,depth gage, 0 to 750 mm,bore gage, range 18 to 35mm, probing length 100 mm,dial bore gauge 150 to 300 mm,telescoping gauge range 8 to 150 mm,dial gauge with least count 0.01mm,magnetic stand for dial indicator,universal magnetic stand , code 7033b,screw pitch gage set, metric and unified 60, 51 leaves,feeler gauge 6 inch, 0.05mm to 1mm,feeler gauge 0.05 to 1 mm, 300mm length,steel scale, 0.5 m length,stainless steel scale size 1000 mm,knife edge 12

Provn of drilling bore of 150 mm dia upto 10 mtr depths or refusal defined as where n is value 100 of more for 30 cm or part of penetration spt as described in specs documents,collection of disturbed and undisturbed soil sample at interval of 1 mtr or at change of strata or as per relevant is code as described in specs documents,to carry out the test to ascertain soil profiles or proportion to determine safe bearing capacity with field and lab investigation as described in specs documents,conduct lab test on disturbed soil samples as considered necessary according to relevant specification of is 2720 as described in specs documents,conducting lab test on undisturbed soil sample as considered necessary according to relevant specification of is 2720 as described as described in specs documents,ground water table as described in specs documents