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2,018 results • Best match
TUBEWELL CONSTRUCTION NEAR KARNI MATA TEMPLE GP MINGSARIYA
Construction of tube-well from ground levels and upto 100 Meter depth to accommodate housing and assembly pipe in all types of alluvium strata unconsolidated formation such as pebbles, boulders etc. by percussion/rotary drilling method as per IS:2800 Part 1:1991 and IS:2800 Part II: 1979 (both amended up to date) and technical specifications for removal of overburden. The work includes the cost of lowering of casing pipe, but excludes the cost of casing pipe. Nominal bore 250 mm dia
Drilling and Lowering of Borewell 175mm dia 90 mtr deep at vill fagla Near Bridge NHAI-003 VKV/2025/1572 MLALAD
Drilling Bores of 200 mm dia as per IS 2800- 1979 from ground level in the overburden as per direction of the Engineer-in-Charge / hydrogeologist with suitable rigs for drilling through rocky formation consisting of sand stone, limestone, dolomites, congiomerate, boulder pebble, gravats, silt, clay or any other type of sedimentary, metamorphic and igneous rocks including cost of attachements consumables stores bils, water, POL etc complete in all respect as detailed below-
Providing and installation of hand pump at SE awadi near Naag Mandir Gharoh GP Gharoh
Drilling bores of 152mm dia as per IS 2800-1979 from ground dia as per IS: 2800-1979 from ground level in the overburden as per directions of the Engineer-in-Charge/Hydrologeologist, with suitable rigs for drilling through rocky formations consisting of sandstone, limestone, dolomites, conglomerate, boulder pebble, gravel silt clay or any other type of sedimentary, metamorphic and igneous rocks including cost of attachments complete in all respect.
Salem Block -Union General Fund 2025-26- Providing New bore well, Motor, Pipe and cable etc., at Panchayat Union office premises ,Salem block.
Drilling of 150 mm dia bore Well in hard area including labour charges for inserting the casing pipe in the overburden soil area and developing charges etc complete including with bore welll cover
Subsoil Investigation (5 holes) at the site for proposed construction of Common Dining Facility for student at IIT Kanpur
Exploratory drilling 150 mm dia. Of boreholess in all type of overburdend soil, up to a maximum depth of 35m or up to refusal, whichever met earlier, by percusion method with skilled labours, technical manpower, tools & plants, equipment. Note: Refusal shall be defined when 'N" value reached 100 for penetration of 300 mm. (3 bore holes of 15 m each & 2 bore holes of 20 mtr )
Protection to left scoured bank of Nandira jore down stream of bridge and back side of Smasana Kali temple at village Jagannathpur of Talcher Block.
Quarrying, collecting, supplying and stacking of other than hard granite stone above 0.003 cum in volume from quarry free from weather skin surface and other deleterious materials including dumping the stones in rip-rap of spur and slope protection works including surface packing in all heights and depths including filling the interstices, wedging and packing surface to proper line levels including dumping in water etc.complete including cost,carriage, royalty, taxes of all materials, cost of all labour, T&P with all cost of incidental charges and cess etc.complete as per drawing, specification,direction of the Engineer-in-charge. ( Measurement to be taken in level section &1/6th voids will be deducted from the finished level section.)