Loading
Loading…
Loading…
5,111 results • Best match
Repair of drainage channel at part no 14/ 13 UNDER BIRPARA-II GP Activity code 109653798
Repair of drainage channel at part no 14/ 13 UNDER BIRPARA-II GP. Activity code: 109653798
Repair of drainage channel at part no 14/ 13 UNDER BIRPARA-II GP Activity code 109654053
Repair of drainage channel at part no 14/ 13 UNDER BIRPARA-II GP. Activity code: 109654053
Strengthening of ramp and drainage system for 4 nos weigh bridge(No 3,4,5,6) at jayant project
Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density in accordance to Table No. 400-12, 400-13 and as per clause of section 406 of specifications.Laying using mechanical pavaer.
Construction of Drainage Near H/O Mohammad Rafiq S/o Mohammad Shaban Dar at Bagander Pampore.
Cleaning, Jungle Cutting, removal of debris, water Hyacinth, weeds and floating materials time to time (as and when required) of Western side of Chuni Pole drainage channel within South Dum Dum Municipal area, for maintaining smooth drainage path thr
Clearing and removing solid / semisolid compact mass formed due to water hyacinth in combination with industrial waste, carcasses, municipal garbage, sludge, thick and thorny jungles and long grass etc. and disposal of lifted water hyacinth / semi-solid compact mass by truck or by any other conveyance over kuncha / pucca road including making access for plying the truck or any other conveyance beyond 240 m from the lifting point including cost of loading , unloading , transporting, arrangement of land, if required by the agency all complete including all leads and lifts. (This item can only be used after obtaining permission from the Superintending Engineer) Mode of measurement : Payment will be made on the basis on the stack measurement after deducting voids
Drilling, lowering of Assembly and development of 125 Metres Deep at Village Battu Nalla Phase-1st ).
Drilling of bore as per specifications laid down in IS-2800-1991(Part-I) with uptodate ammendments,if any;with Percussion Rig or combination drilling Rig starting with 650-600mm.dia M.S.Pipe reduced to 450-400mm.dia M.S.pipe confirming to IS-4270-2001 with uptodate ammendments,if any in all kinds of soils,boulders,rocks, collapsible strata,saturated soil, artesian conditions including the cost of all consumables,stores, water, fuel, lubricants and other accessories etc.complete in all respect as per the direction of the Engineer in charge..
